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Home My WebLink About1502 Bldg M E Lauridsen Blvd - Science & Technology Technical - Building WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 1/2/07 NO. 7805 PROJECT Peninsula College Scl. & Tech. Buildings LOCATION Port Angeles WA CONTRACTOR VEMO OWNER PC WEATHER Rain TEMP. 47 F PRESENT AT SITE Contractor PERMIT NO. 61648 TO Krazan and Associates, Inc. VEMO/Owner Rep. Building Official Krazan Job No. 106-05-139 SPECIAL WELDING INSPECTION Requested for final welding inspection, curtain wall support members, Spine area, South end, within GLs 1.2- KxI2.1. Arrived at the site 1015 hours, 1/2/07. Findings: 1. Welding by Inland Glass welder, AWS certified, SMAW, E7018 electrodes. 2. Reviewed RFI # 388, items 2, 3 for welding and installation details. 3. VT (visual) inspected two comer support members (plates and angles), one HSS support member (plate and HSS), South end of Spine, 2nd floor level. 4. 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N '" N \D N r- N ,., N '" ..:l P'l ,., ..:l P'l " U ..:l P'l ,., ..:l P'l ,., ..:l '" ,., ..:l P'l ,., ..:l P'l Kr~zan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather SUNNY Cyl. Code P 11430 Pour Date 10/23/2006 Report No. 27255 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA Engineer Architect Contractor VEMO I Field Data Supplier ANGELES Site Mix Reported Batch Data Cement Type I - II Plant No. 1 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. C9646#2 611 Time Truck # Ticket # 8:40 A50 14475 % Air Slump 6.6 5.5 Cone. Air Temp. Temp. Unit (F) (F) Wt. 62 48 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 1900 Water 1259 31 Sand Ills. I Placement Area I: Footings Walls Slab/Deck Slab X ; i I Admixture Columns Grade Beams Pilings other Other lAir Ent.(ozlcwL) Water Added on Job (gals.) POLY 55.0 4.0 Grids RAISED FLOOR BATHROOMS # T205, T206. SAMPLED AT SAME. 7 Remarks MECH CONS. SAMPLED 9.5 OF 18 YARDS TOTAL. I i Inspector WILLIAM UGOLINI Items Inspected Conforming 'I. Laboratory Data Cyl. Test Code Date P 11430- 1 0/30/2006 Reviewed By ~ Design Strength 4000 Non-Conforming Date Specimens Rec'd. 10/24/06 P11430- P11430- P11430- P11430- P11430- P11430- P11430- Remarks FR#69683 Results Reviewed By~ Codes for Break Types: 12/18/2006 Cia Length Max. Compo Tested Break I Test Method Age Dim. Area Load Str. (psi) Set# By Type 7 6X12 28.27 87245 3,090 TMA 1 ASTM C39 t 286X12 28.27 105940 3,750 TMA 1 C-1231 I)C: 56 6X 12 28.27 113795 4,030 TMA 1 Other 56 6X 12 28.27 110075 3,890 TMA 1 Compressive 1. Flexural 11/20/2006 12/18/2006 Test Results Conforming "!.. 03101 Rev 1 Effective Date 11/15102 2. Cone & Split n ~ Date Reviewed 'l 5~ 3. Cone & Shear [2J 4. Shear 1//1 Non-Conforming 1. Cone [><] 5. Columnar (Split) CJ ~r~zan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather P.CLOUDY P11556 Pour Date Report No. Cyl. Code Jurisdiction CITY OF PORT ANGELES 11/20/2006 27513 Permit No. 61648 Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA Engineer Architect Contractor VEMO Field Data Supplier ANGELES CONCRETE Concrete X Mortar Grout Site Mix Plant No. 1 Flex Beams Prisms Grouted Ungrouted Other Time 8:15 Truck # A60 Ticket # 14819 % Air 2.5 Slump 4 Cone. Air Temp. Temp. (F) (F) 64 39 Unit Wl i Placement Area Footings Walls Columns Grade Beams Slab/Deck Slab X Pilings Other Grids LECTURE HALL BUILT UP SLAB TYPE 1 (TOP AND BOTTOM OF BUILT UP SLAB) Remarks SAMPLED AT 4 OF 16 YARDS TOTAL (TOP OF BUILT UP SLAB). W/C.43 Inspector JOHN KUPFERSCHMID Reviewed By ~ I I Reported Batch Data ! Cement Type I - II Design Actual X Mix No. C9646#2 Cern. Ibs. 614 F. Ash Ibs. C. agg. Ibs. 1900 c. agg.lbs. 2 C. agg.lbs. 3 Sand Ills. 1252 Water 31.5 GAL I ! Admixture 550Z i , i Other 104 OZ I Air Ent. (ozlcwt) I Water Added on 18 Job (gals.) Items Inspected Conforming "!:. Non-Conforming Date Specimens Rec'd. 11/21/06 Laboratory Data Design Strength 4000 Cyl. Test Dia Length Max. Compo Code Date Age Dim. Area Load Str. (psi) P11556- 11/27/2006 7 4X8 12.55 59245 4,720 P11556- 12/18/2006 28 4X8 12.56 76610 6,100 P11556- 12/18/2006 28 4X8 12.56 82965 6,610 P11556- 12/18/2006 28 4X8 12.56 79795 6,350 P11556- P11556- P11556- P11556- Remarks FR#69721 Results Reviewed By ~ Codes for Break Types: 03101 Rev 1 Effective Date 11/15102 Set # Tested By TMA TMA TMA TMA Break Type 1 1 1 1 ! Test Method ASTM C39 '< C-1231 ~ Other Compressive "'f.. Flexural Test Results Conforming "f; Non-Conforming 1. Cone t'y/I /\. 2. Cone & Split Q' /\ ., Date Reviewed J..~ 3.,Cone & Shear 171 4. Shear n l6J U 5. Columnar (Split) 0 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather PT CLOUDY P11564 Pour Date Report No. Cyl. Code Jurisdiction CITY OF PORT ANGELES Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA 11/22/2006 27515 Pennit No. 61648 Engineer Architect Contractor VEMO Field Data Supplier ANGELES CONCRETE Concrete X Mortar Grout Site Mix Plant No. 1 Flex Beams Prisms Grouted Ungrouted Other Time 7:45 Truck # A61 Ticket # 14854 % Air Slump 4.5 Conc. Air Temp. Temp. (F) (F) 60 36 Placement Area Footings Walls Grade Beams Columns SlablDeck Slab X Pilings Other Grids LECTURE HALL 113 - MIDDLE PORTION OF BUILT-UP SLAB, TYPE 1. Remarks SAMPLED AT 3 YARDS OF 9 YARDS TOTAL. W/C .44 Inspector JOHN KUPFERSCHMID Reviewed By Laboratory Data Design Strength 4000 Cyl. Test Dia Length Max. Compo Code Date Age Dim. Area Load Str. (psi) P11564- 11/29/2006 7 6X12 28.11 114755 4,080 P11564- 11/29/2006 7 6X12 28.11 112625 4,010 P11564- 12/20/2006 286X12 28.11 171000 6,080 P11564- 12/20/2006 28 6X12 28.11 171645 6,110 P11564- 12/20/2006 286X12 28.11 172290 6,130 P11564- P11564- P11564- Remarks FR#69723 Results Reviewed B~ Codes for Break Types: 03101 Rev 1 Effective Dale 11/15/02 Reported Batch Data Cement Type I - II Design Actual X Mix No. C9646 610 Cern. Ibs. Unit Wt. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ills. 1822 Water 1203 32.5 GAL 30.6 OZ 95.1 OZ Admixture POLY Other Air Ent. (ozlcwt) Water Added on Job (gals.) 9 Items Inspected Conforming ~ Non-Conforming Date Specimens Rec'd. 11/23/06 Tested Break Test Method Set # By Type TMA 4 ASTM C39 ~ TMA 1 C-1231 'i.. AC 1 Other AC 3 AC 1 Compressive )l; Flexural Test Results Conforming X Non-Confonning 1. Cone ~ Date Reviewed ~1f1V\1 2. Cone & Split ~~] 3. Cone & Shear [6] 4. Shear IZI 5. Columnar (Split) ITTl. ; lUJ WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 11115106 NO. 7775 PRO.JECT Peninsula College Sci. & Tech. Buildings LOCATION Port Angeles WA CONTRACTOR VEMO OWNER PC WEATHER Rain TEMP. 48 F TO PRESENT AT SITE Contractor, Vanderlip, Inland Glass Krazan and Associates, Inc. VEMO/Owner Rep. PERMIT NO. 61648 Building Official , Krazan Job No.1 06-05-139 SPECIAL WELDING INSPECTION-STRUCTURAL, DECKING Arrived at the site 0845 hours, 11/15/06 for continuing periodic welding inspection. VT (visual) inspected completed decking welds and standing seam button punching by Vanderlip, Lecture Hall, 3 levels, VI inspected completed fillet welds, HSS support members to W-beam webs, angle support members for glass curtain walls, GL Kxl.9-6.2, K.3x6-4, East side of spine, levels 1 and 2. Findings: 1. VT decking welds and button punching (work completed), Lecture Hall decking, work and welding by Vanderlip W ABO certified welder, SMA W, E6011 electrodes. Inspected welds and button punching acceptable per details and A WS D 1.3. 2. VT fillet welds HSS and angle members to W -beams, work and welding by Inland Glass welder, A WS certified, SMA W, E70 18 electrodes. VT inspected welds acceptable per details and A WS D 1.1. Work to be completed installing and welding in place additional curtain wall support members. Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIGNE WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 11/13/06 NO. 7771 PROJECT Peninsula College Sci. & Tech. Buildings LOCATION Port Angeles WA CONTRACTOR VEMO OWNER PC WEATHER Rain TEMP. 40 F PRESENT AT SITE VEMO, Inland Glass, Vanderlip PERMIT NO. 61648 TO Krazan and Associates, Inc. VEMO/Owner Rep. Building Official Krazan Job No. 106-05-139 SPECIAL WELDING INSPECTION, LIGHT GAUGE, STRUCTURAL Arrived at the site 0900 hours, 11/13/06 for periodic visual (VT) welding inspection. VT inspected completed Lecture Hall decking welds, GLs G.3-H.7x5.8-7.3, VT inspected welding in progress, HSS curtain wall support members to W-beam webs (8 completed), GLs Kx9.2-6.2 (East side of Spine). Findings: I. HSS curtain wall support members welded by Inland Glass welder, A WS certified, SMA W, E7018 electrodes, minimum 3/16" fillet welds. 2. Inspected welds CONFORM to details and are ACCEPTABLE per A WS D 1.1 VT criteria. Complete work installing and welding remaining support members. 3. VT inspected completed decking"puddle welds and standing seam button punching, Lecture Hall decking, three levels. Welding by Vanderlip welder, W ABO certified for light gauge, SMA W, E6011 electrodes. 4. Inspected welds and button punching CONFORMS to details and are ACCEPTABLE per A WS D 1.3 VT criteria. Ken Havens, Senior Inspector, AWS/CWI, ASNT III WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 11/30/06 NO. 7785 PROJECT Peninsula College Scl & Tech. Buildings LOCATION Port Angeles WA CONTRACTOR VEMO OWNER PC WEATHER Overcast TEMP. 36 F TO PRESENT AT SITE VEMO, Inland Glass welder Krazan and Associates, Inc. VEMO/Owner Rep. PERMIT NO. 61648 Building Official Krazan Job No. 106-05-139 SPECIAL WELDING INSPECTION Arrived at the site 0930 hours, 11/30/06, for continuing periodic inspection of field welding. VT (visual) inspected completed fillet welds, curtain wall (glass) support members, angles and HSS, within GLs 1.5-2xK-J, welding by Inland Glass welder. Findings: 1. Welder A WS certified, SMA W, E7018 electrodes. 2. VT inspected 14 support members (East side and North end of spine), angles and HSS, fillet welds acceptable per details and A WS D 1.1 VT criteria. Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIGN~~ ---.... .. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING ~". CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: :,:';", ;', f:..p-tf) ,,;~. t /\/ C\ . r J J , I ,1 " p~....J.. 2- 7 :> ~ L;I: i,"lJu.r --rcE!:f!t~+--:' ~aKrazan. & Associates, Inc, DATE: J I --22- O~ PROJECT #: I D'.6 -- 'J~ .~ 1-!5' . ,5') 3 '-/ PROJECT: f'.;l i", ;hS 14 1(;1' C(J (/ ...2.....1 ~ ~. LOCATION: PilI' f 11~~.e.)~"5' a KRAZAN PROJE'CT MANAGER: :J:8 CONTRACTOR: ~ At ~ JURISDICTION, / 1!:. ~ = " c f- 11,- J .' / .zj PERMIT #: L /6-' 'f . INSPECTOR: if ~ ': r{ t. ~ f; yo ~'.., h, J,,",: .~ (y . ') WEATHER: ,'- I () L'L.crt...J.. TEMP.,~ () ~" -rr(.ive..!Q/Q -/6 -fLu... joL:,'+-<' fo ,,\;,s'IJ.2.c:,-f -j./..;L. ,,1 . / ~'i-~ I /r-12."Vl+10Y r' ~ I?'1J ,,+. ~hX(. c:.OI'1LI' -z..-t-e ~ ~?~:..~~+ j".r +.f..vJ- /..il..C--/-IAr.J?~ hall (/ / 3) At1I'(+-I~ IJ .J .>ktl~ 1 -I-v /},e-:1.." . I ,,;7/ -r -I- .5fa.t2-J Y' <.. ;'V\ +;0 r c~t-h< ~ + ('L f-c," I ~ ) , JL:lr , n I ~;fYj.f ( S Lvz.q- 5 l.fZ/ I J . J;; '~:f: ~~~' if. <~/,;,t: " :::-:h.;-"'~S~ qlo~ 'Vl+c" Y' +-? y,..,/ '. J/w ()./ .:;?;n n ~7 c.; ,f lA' c,~ Y1 + ~......+ +€f' -15. . 5.~ Ct_; /"h('!2.v ';- ~ rI L.J r1- /v'/,Ij.,.., her' '~ :t' II ('~ ;- ~ -J.e r -!;. :J; IA H-.s. r <2 h,f 1,,-2 4+' 'f )//)2>. '). ffo .5. -r.:/- . ( ~""~ r "t L (~ ~~ -I:;:' +L~ g~ ti!~ry. L h A f. J.--oo.,' -:ic '''?- /\. /.. ' -I/] - S' -L i.. + . :"" L-!; 7:. ~ LI . Cd, ~~ ~ / ~ 5 J7 / ~ c~J fl:. ~ ~ L.... LJ L-oacl , L / : " Ij,,!-- (:)' 5'['./ /~ 4 , I Equipment/Assel Number(s): To the best of my knowledge. the abOVf"~WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Superintendent/Representative: Te<j::L 4A0~U Serving the Western United States f1l 1501 Field Report.doc Revision 1 Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the cHent. This ri'port may not be reproduced in any fonnat without the written permission of the client and Krazan & Associates. ~ WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 10/20/06 NO. 7757 PROJECT Peninsula College Sci. & Tech. Buildings LOCATION Port Angeles WA CONTRACTOR VEMO OWNER PC WEATHER Overcast TEMP. 52 F 1250 hrs. PRESENT AT SITE Contractor, Vanderlip welder PERMIT NO. 61648 TO Krazan and Associates, Inc. VEMO/Owner Rep. Building Official 'Krazan Job No. 106-05-139 SPECIAL WELDING INSPECTION, LIGHT GAUGE Arrived at the job site 1250 hours, 10/20/06, for requested light gauge welding inspection. VT (visual test) inspected work in progress and completed light gauge (steel studs and decking) fillet and puddle welds, 2nd level Technology Building and Lecture Hall seating platform. Findings: 1. Welding by Vanderlip welder, W ABO certified for light gauge welding, FCA W for steel stud welds, E71 T -GS electrode wire, SMA W, E70 18 electrodes for decking welds. 2. VT inspected raised floor platform welds, Lecture Hall, welding approximately 80% completed. Inspected welds CONFORM to details and are ACCEPTABLE per A WS D1.3 VT criteria. Complete welding. 3. VT inspected welding in progress and completed decking welds, 2nd level, Technology Building, raised floor decking over light gauge steel stud frame. Standing seams button punched, welding approximately 80% completed. Two areas marked for re-welding, observed welding repairs, remaining welds ACCEPTABLE and CONFORM to requirements. Complete decking welds before concrete pour. 4. Welder using SMA W, 3/32"diameter E7018LH electrodes for decking puddle welds. Suggested welder change to a cellulose electrode (E60 11) or titania sodium electrode (E6022) to better deal with the zinc coated light gauge materials (zinc coated decking welded to zinc coated steel studs). Ken Havens, Senior Inspector, AWS/CWI, ASNT III WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 10/4/06 NO. 7747 PROJECT Peninsula College Sci. & Tech. Buildings LOCATION Port Angeles WA CONTRACTOR Verno OWNER PC WEATHER Clear TEMP. 53 F 0800 hours PRESENT AT SITE Contractor PERMIT NO. 61648 TO Krazan and Associates, Inc. VEMO/Owner Rep. Building Official Krazan Job No. 106-05-139 SPECIAL WELDING INSPECTION Requested by Krazan for special welding inspection at the project. Arrived at the sIte 0800 hours, 10/4/06. Follow up inspection on completed fillet welds, curtain wall support members, HSS welded to W-beam webs, 12 total, GL J.2x4-9. Inspection per drawing details on Shts 407, 408 drawing S2458, min. 3/16" fillet welds required. Findings: 1. Welding by Inland Glass welder, ID JZ, SMA W, E7018 electrodes, A WS certified for application. 2. VT (visual) inspected completed welds. Inspected welds CONFORM to details and are ACCEPTABLE per A WS D 1.1 VT criteria. Ken Havens, Senior Inspector, AWS/CWI, ASNT III c o l. L Eo G E T-899 P 002/002 F-148 /~A'~N' ~L5 /06 -C?S-:-/;?;;; U~-tb-tUUb UI :~~am from-INLAND AUTO GLASS S +2087431821 TATE /? "" Connecling Learning 10 Life IftLD'U AHp W&.Of", OI'CfIA"fO. OUAI.W'CATICtN TeaT "I!CORD ,:::'OI=r'.MaN~~lm1.a lJ s......1OAIaIk '- --= nD.lli:~::~~~~ PCMIiM ~- ,. '. .~ ___ __ . -. . O:...IlOIiz.............. 01 MW'IICaA - U~................. ....d rK ~ 3F U 1n"'__wilh~~AO ____t...!!E__... ~"1caIio1l -. --.,-- II __.... ... '_' 0iINt<< and,.. ~ ~1pI- OWW...,joQ IhicM&w l/~ _ .___ TnIca4Ma~""ClWllllIef, _ ______....__.. __. .__. . FIU.SI MeTAl. 8pec1ica1lonno. SFA 5,1 . ~i9R.Jl018 Fno. 4 __.__ PtlQIH fIIe(..... lillKll ~..,.. AVIS..,.c;~, ...IUa.--.___ _ ___.~_. __. . ..' . =~=..:~_ Ui~c ou;",,::;:~::::::':";;~.j':; CORld file ....., : . ____ WSUAt. ...C1JON lUlU) . N/A NONE ~ ~ PlplnQporIIlIII" ._____. __ ~.. ... ~NIII GOOD A~~__._. GaAded &en. Ta' RaIAa. -- TJPe .... T,.. N/A - N/A N/A N/A .-- "fA N/A . TIlIIGOnduc:IlIGDt _..._______ 1* -- ---~---~.._- --'~'I N/A _. _.. __ N/A._____...___ ~""'IIO. ___~___. .. T...... _. FIIIC T...II4IIuI" ~... __GOOO__ --,..nmr ...... .5Ll.6..:;J/B ____.____ __ . _ .. fl'llClrl8....1GOI ~ \:N. MII'COoIc:I. "uOU- __ ~::...~~-MJ~af..,~rK........Of..."**-i.. JZ 04-1LC :: SlEW ]URNS ~==,....nuT17I01D~ --. . RAD,OGIIM'HIC 1I!ST IlElULT& ... ... 1danIIIi. ...... ~ ~ -..s ...... CIIicn QIiuR - MIA - N/A MfA MIA MIA N/A N/A MIA N/A N/A N/A N/A r.. .......... ... Pw -__.. T..no ... ....MC1..IiaMd....... lie ---. ..tn_Maftl..&lllIRICI........ ...........,~..........,..GlIIWSIip8f& ....oL.,..D~.l.l ,E" I , . ~... -- Workforce Tl'aining 1920 3rdAve N, Lewiuon, 1083501 Phone (208) 792-2368 fllX.(Z08) 792--Z680 wy.-w.lcsc.edU/wft \ \ ~a/..5 1'/ Iu. Amnnacn~ At:tio~ / Equal Opportunity Emplo)'cr 0# ^ Y W1S . .- WELDING INSPECTIOMSERVlCES ~ ,. PO BOX.104'i f'/ SUQUAMISH, WAS ~2 L 6' ~ ;fiY/bt/f1 A O/~ WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 10/2/06 NO. 7745 PROJECT Peninsula College Sci. & Tech. Bldgs LOCATION Port Angeles WA CONTRACTOR Vemo OWNER PC WEATHER Cloudy TEMP. 48 F 0815hrs PRESENT AT SITE Contractor, Inland Glass, welder PERMIT NO. 61648 TO Krazan and Associates, Inc. VEMO/Owner Rep. Building Official SPECIAL WELDING INSPECTION Requested by Krazan for special welding inspection at the proJect. Arrived at the site 0815 hours, 10/2/06. Met with the superintendent and the foreman for Inland Glass to review weld details, welding in place HSS curtain wall support members. Reviewed a copy of the welder's certification. Findings: 1. Weld details reviewed, fillet welds, Drawing S2458, Shts 407,36/408, Sec. FF, GG, welding HSS 3x5x3/16t supports to steel W-beam webs, area of welding (start of welding) along GL J.2x8 (spine area) . 2. Welding SMA W with fresh E7018 electrodes. 3. Welder, ID JZ, A WS certified, appropriate for application, fillet welds only. 4. VT (visual) fitup, tack welds and initial fillet welds. Workmanship and welding ACCEPTABLE per details and A WS D 1.1 VT criteria. 5. Advised welder to care for LH electrodes per A WS D 1.1. Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIGNE l~am~iliif~~ ~~"enmsula -C"ol~A~ld Waste_ Dilu,tic)n'_-~ " . page}ll From: To: Date: Subject: "Michael D. Thomson" <mlket@notkin.us> "James Llerly" <Jllerly@cityofpa.us> 10/27/0610:01AM Penmsula College Acid Waste Dilution Jim, Please find attached a .PDF of our letter (with additional correspondence) that addresses the Peninsula College Science and Technology Building acid waste system dilution. This mformatlon will also be placed In a FED EX package for delivery on Monday. fILE Please let us know if you have any questions MICHAEL D THOMSON, PE Project Engineer direct 206.267.6960 telephone 206.448.1911 facsimile 206.448.9485 Metropolitan Park West, 1100 Olive Way, Suite 320, Seattle WA 98101 mlket@notkin.us www.notkin.us notkm mechanical engineers The information transmitted is intended only for the person or entity to which It IS addressed and contains Information confidential and proprietary to Notkln Mechanical Engineers. Any review, retransmission, dissemination or other use of, or takmg of any action in reliance upon this information by persons or entities other than the intended reCipient is strictly prohibited If you received this m error, please contact the sender and delete the matenal immediately. cc: "Richard Johnson" <rjohnson@LMNArchltects.com>, "Mark R. Leinenwever" <markl@notkln.us> ~ ffi f ~ ~ '3 CI) 2 ~ ~ ~ ~,~ ~~ ~'J + ~ ~ Submittal Transmittal ~ Detailed, Grouped by Each Number Science & Technology Building, Peninsula Colleg Project # 0501 1502 E Lauridsen Boulevard Tel. 360-417-7998 Fax. 360-417-6216 Port Anqeles, W A 98362 The Vemo Company Date: 9/7/2006 ' , , ' Reference Number: 0181 Transmitted To: Rich Johnson LMN Architects 801 Second Avenue Suite 501 Seattle, WA 98104 Tel: 206-682-3460 Fax. 206-682-9388 Transmitted By: Steve Parshall The Verno Company Port Angeles, W A 989362 Tel. 360-417-7998 :Q~y}~1fYSubmjtHil P.a~kage ,~o, 1 -7412-3 :: QesciiR!ion' , m. ' Lecture Z girts calculations ~ "'< ~, 1f4'~"<"<< ,,>"<,,#^ "~?'$/ 0"" "/^ r /v'V ( ,;',[)~e D~~4:i" (;{Ra,~..ge A~ti~[I~i,p~l,~~ , T.ran'sp,itte(j l10r Approval D{~I iv~~e~\'lta~: E-Mail r/~' "";{ ~ ':: ' ~ ;<'-":7 '<" 'Tr~~1(i'19 ~l!rnpe'r ,',:, ;Ii~tns" ':9tV:" 1'^ )iris,cryptign " ,,<>O-'^w>.m<<: ~ i I' , No!es ~ "'"%''' '&':.,..". ~. Jtem~A.c;tion i Ce,: ;~c~,mpil6'y~'Name' . "'PO:nta~f'NaiP~,' ":,: ;~6piesf:?,N9tes~" g' -F V'" "'F',^, ., , JR~ma.rks' ,,' .. Z girt calculations for record Signature Signed Date Prolog Manager Pnnted on: 9/7/2006 VemoProlog75 Page 1 of 1 Permit #05-432 Peninsula College Science & Technology Building Structural Metal Stud and Shop Drawings and Calculations File #1 ~ C!i-d-~u r-any j Jv'\. . 0<dL1 , ~ 00 ~ TO: SUBJECT: ATTN: FAX: NUMBER OF PAGES TRANSMITTED: FROM: f?~~'7 ~~ (Including thisSheefllrlGINALMAILED 0 Yes 0 No GCLO~ I S-4oa ?;~ (ecPAtU:> ~y AlP &vt!) R.Jt C9-f 7 Q-F f~ - S~p ~fu4r f" ~~S ~ VM~LlP .It G -J. ~ Ai2-~1Ur l' ~o- 2:J~/..J~ rF- ~ RECEIVED JUN 0 1 2006 In OF pORT ANGEL.ES C BUIL.DING DIVlSION ~I '3o~\ TO BY ARNE RODNEY TOM ANN MARGY KARL STEVE LES PETER JOB PENDING FILE ACCT cc 3500 - 1st Northwest · Seattle, Washington 98107 . (206) 633-5222 . FAX (206) 633-1638 c____ LMNARCHITECTS 1;)':> v.>~ ~ SUBMITTAL TRANSMITTAL NUMBER o 5400-0A TO The Vemo Company 3500 1 st Northwest Seattle, WA 98107 206.633 5222 FROM DATE Rich Johnson 5/1/06 STATE PROJECT # 2004-95 H (2-1) Attn: Rodney Broome PROJECT NAME New Science & Technology Building for Peninsula College Port Angeles, Washington WE TRANSMIT [gJ SHOP DRAWINGS 0 PRODUCT DATA 0 SAMPLES 0 OTHER ACTION CODE KEY A NO EXCEPTION TAKEN B. MAKE CORRECTIONS NOTED C. REJECTED, RESUBMIT COPIES SECTION DESCRIPTION OR SHEET NUMBERS ACTION # CODE 1 05400 Structural Studs A Checking 15 only for conformance with the deSign concept of the project and compliance with the information given In the contract documents DimenSions and quantities have not been checked and responsibility for their accuracy and conformance with actual Job conditions remains the responsibility of the contractor Contractor IS responsible for Information that solely pertains to fabncation process or to construction techniques and for coordination of the work of all trades REMARKS: DELIVERED VIA Courier By: CC PenInsula College 1502 E Laundsen Blvd Port Angeles, WA 98362 Attn: David Wegener w/1 Copy 801 SECOND AVENUE, SUITE 501 SEATTLE, WASHINGTON 98104 206.682.3460 FAX 343.9388 .. ~ J-4 ~ ~~ April 20, 2006 Mr. Rodney Broome THE VEMO COMPANY 3500 1st Northwest Seattle, W A 98107 Re: Science & Technology Building Re-submit - Structural Studs Dear Rodney, VANDERLIP & COMPANY, INC. Drywall and Painting Contractors 14535 NE 91st Street Redmond, Washington 98052-3490 425/885-4110 Fax 425/885-1068 #VANDECI142C4 Please find listed below our proposed specifications of section 05400 Structural Studs, for the above referenced project: A. 1.03. C a. See attached Structural Shop Drawings 1.03. D a. See attached Structural Shop Drawings. 1.03. F a. Welders Certifications will be posted on site once hired. 1.03. G a. See attached Information. 1.03. H a. See attached Structural Shop Drawings. If you have any questions, please contact our office. Submitted by, VAND;?;7./'222// Mark Orgill r I THE VE~.1:0 COMPANY REYrn:-:-::::> A:-:> L':-::::.::)"-T2:> FOR COZP..D.':A7:~:1 AI::> C:::::::':::::: :.'l.::CZ \"lITH ......____ " 1'"'- ~^......-.,.- ...--- .... CC.,!.,",_~l ~v...l."..._..T,.) , NO CXC=?TiO;:,:J "i'l'.::::~ 1$ By ~l-- DA1B~K <>6 RECEIVED APR 2 7 2006 MKA, INC. . SEATTLE RECEIVED TVC APR 2 4 20n6 a... V'l ~ ~ => w W w .-~ ~ 0 z w ~ 6 ~ z '" 0 w W 0 (9 Z z (9 (9 5 => 0 V') V'l W z a... 0 0 u ~ '" ~ '" ~ ~ @ ~ ~ '"" ~ ~ ~~ ~~ ~ ~ ~ ~ ~ c. ~ c ~ ~ o ~ U c ~ \J < ;2 ~G ~ ~ = 0 ~ ~ u. rJ1 ~ ~ ~ Z~ ~ ~ ~ ~ Z Z ~~ ~< ~ ~ U Z ~ ~ U 00 ., , ~. . . / ~ t . ./ ~:~~, ',< "', . ~ .....'!..,.., \ t . ~ , ~ '1', , ",' ":': ",'. ~ .' "', ~. " '.. ~ . ~ . ~,.-" ... ".o oJ "." ;', \ ',l!l ~ tt ~ l" "_y ittGINlE~LOAbCHtCK'MlW' ' ~ ){ 10 UlAD tlttPlIOts TlUI ~ ,',/ r::-.1 .. 0 'LOaD (JlHI KOfa_ ADDED' " o RfSIlBI.4ITfORlDAOCHEnREYlEW-' 0' IDTttvllWW ~ In 1llC'S. REVIEW IS ONlT ro (p,m TH1T leADS IMPOSED OR TIlE PRIMARY SlRU(illRF fROM TIlE 'NOH.PRIMARY STRUCtllRA!.' ELEMEnTS mEARIHG 01 THIS SUBMllTAI. gJllfOR/II ro DESIGN lOADS USED FOR :r:FllRlIlflOH Gf'/EH 011 THE STlUlCTURAl DAAWItlGS PREP~ED BY MKA DRECTED K0I1(Dt:FWAR(( IS 1t0UD. (OHTRAho~ 15 SOLHT RiSPONSIBLE FOR COMPlEU fllGINEEklllG IlBlGN Fot THESE ElEMEII'lS IIlllUD"'r, ATTA(HMWTS (OfRECIIIESSOF OIMl'USlOHSAIID QUANrn!ES AhD fITTING ru OTHiP WOkK iER!f1(t nOtI Of PHfSIOl inTER, RELAno\! OF mwm OF T'!E 1'I0~~ ~mM PUNS AIlD ~PEC11 KA110llS AHtI III TNE fiElD FABR1CAlIOU Plt:lCG1URES, AI\lllU~srRU(llOK ~~THcas, !tCHllIOUES. dD SEOUEUCES &lKA IS EnllTUO TO ~~lYO" CG~AP!fTEtIESS A~r 4(CUPlCT I)fAU IllfORMAflOH 'N THIS ::ler.llTTAl l~IS Hlkl'1 om lIOI WEUIVllllt lCHTkAClOi FROl.llHESE RES"O"SIBllIlI~ Tim m .tW DOES rIOT Il/(LUD.E (NG:rIEERllIG DESIGIl OR REVIEW Of (climao~ s wr.a,lfp.IUG OES!(,1l A1ID CAl(lJLA1!ot~ fOR TRESE fLOONTS NO kt.l: ,\ ~~~ ttill IIAlIf Of lh~Sl 1m Ahl orllli fUMEII\'5 1I0T DflAJl[O ON THE (oNl AACT nl\AvltllG> ~Rl~A~tIJ 8l MfA aNY IIOTAflONS ST MKA !IOT RHATlriG TO 'mmT tOADS" ARE SilLIlY FROM 1II0DtlllAl AIID rARIIAl UB>th: A 1I~!h AIIO fl'<< l(J~ If.A(lO~ iNHlflMATlOll, MAx.N~SSOH KLENi:tKIC 1..s~IJCIA}E511NC. IT ~~ DArt rs Lll60 ~ ,~~ - \ /" ~ i ..'. t '.., t ~ ,: f , . . , "", " ~ , .;. " ~ ~ ~ e 0.: 't). ~ ,. " ,,' ,i. ~ Q)' ~ ~ (j .S 't) ~ ..... ~ ~ ~ ~ <6 Q) ~ g :a ~ I 't) ~ :::i ~ ~ ~ ~ ~ ..!!?() ~o .!!! 't:J ... ::::J CI).... 't: C/) ()...J c:1- 0>:2 'iii CI) o ~ .Q 'i 14- POGGEMEYER DESIGN GROUP EXTERIOR METAL STUD AND SOFFIT CALCULATIONS CONSULTING ENGINEERS For: PENINSULA COLLEGE SCIENCE AND TECHNOLOGY BUILDING 1502 E. LAURIDSEN BLVD PORT ANGELES, W A 98362 Apri120, 2006 POGGEMEYER DESIGN GROUP, INe NW DIVISION 1 PDG JOB #6030 DESCRIPTION ",'~'" "= : ., . '. I.) '},.q ,."" ~) . 4, ;:::, "', ,_ ;:~,:~ ~ ':"~' ~':~ : n ;.~. .. ~ .;-. 11, ,: '.. ~:. . .t\ ;"_ '\. _':. . ~ :;_: : '_ (\, " \' r, : , - " .;. :.. ~ -, t ~ ... ~ J ,"'l ,. ,. (;:PAGE ,;., . if .' . "J; , . I. " . ,:,' ..:. '. -. . Design Criteria Calculations Support Data ~~ ,,~ " .':, .' ' . -', " . DC1 ~ DC13 '" ; :.... "'Cf - C89 " ':" ," ,..~:" . . ... .' \ I '~ .:. ~ f _' .' ~. .._ -... S 1 - S33 t-' " '... I .;. ~ 4 , ,,~ '. ..... ~ "1' ,,' <'," .~,:' ~ECE/V.r:' , " ..,..'. ,,-,0 ' ,,~ ,,'. ~' 1.' :.' !,' ". ., I Apo '" ;,,' 't. 6) 'I' 20 \ ~ ..,(t.! '" . .1.\ ,,,: "~ 06 ,'" ;' M" --, .,,,' , r....,' ':' 1<A,~NC..SEATTLE ,,:. '~:.:,.."~: .. . ... ~ . 1I II . . ..;'10 ,-.. ,J. . , ' :. '" :.POGGEMEYER ,DESIGN GROUP,INcr; , .. .__.5.1~6~SlSoulh, SlE'202 ICJrklond. W A 98033 (425) 827-5995 (425) 828-4850 Fax pdg,wa@pdg-wo.com . , . l J ~ ) ) t J J t t , ! ! ~ ~ ~ ~ ~ l~ .! ~ ~ ~ ~ ~ ~ ~ ij ~ ~ ~ ~ _...---.'l:::-......... ,. /JC- POGGEMEYER DESIGN GROUP STRUCTURAL SHOP DRA WINGS CONSULTING ENGINEERS (EXTERIOR METAL STUDS AND SOFFIT) FOR: PENINSULA COLLEGE SCIENCE AND TECHNOLOGY BUILDING 1502 E. LAURIDSEN BLVD MINIm lOAD MCI RVI!W. PORT ANGELES, W A 983~ IOllIADOOPTKl~STAKEII 0 lOADOIE(KNOTAlIOlISADOfi "Ib" IfSl7B1.UT fORlOAD OIECUEI'IEW 0 IWT REWEWm MlA. 1llC'S. REVIEW IS om TO CHECK OOT lOADS fMIWD 011 TIlE PRtti9; STRIlCTlJRE FROM THE "NOH.PRlMARY 5TRlKTlIllAr ElEMEnTS 4f1PfARIllG ON IHr SUBMITTAL {OHfORM TO 0E5161/ LOADS USED fOR :,'.:-OWIIOII GIVEN 0lI fH STRUCTURAL OhAwlitGS PRE~ED BY MIA Dmmo 1I001(GtlFOl~lIct 15 110m POGG'EMEYER DESIGN GRO UP IN~lTRAtToR IS SOlID RESPOIlSIBU fOR COMPLETE fllGI~laRltlli IlfSIGIl FOi , 'rilES( ElEMEH15 INCLUDIIIG ATT!CHMlIITS CORREWlrss Of Dl:.lrUSlOU5 A~D NW DIVIS ION OUANTffiES AIID F1lT111G TO CTHE~ VlORK VE~:F1CAllOII Of PHYSItUl1lTER. RELATION OF ELEMEtHS OF JIlf WORK FROI.! flAilS All!) SPWflCATiONS AltO :H T!tI fiELD fABRiCATION PllCCfOURE5, AIlD(OhSTRUlllDH &:lTHOOS,IIOlIlIOllE5. AND SEOUENCES, AlKA /5 ENTITlED TO my O'l COIJPtmN5S ~tl1J ACru::A~Of AU Illrag~'AnON Ih Apri120, 2006 TIllS SUlll.Uml THIS REV1Ei~ DOES flOT PEltJY[ TIlt (<l:lT~CTOR fRf.lM THiSl RlSPOIISl8IUT\ES. TltlS P.EVIEW ODES NOT INCLU:lf EMGlNEElilllG DESiG:l ill: REVIEW Of (ONTRACTOR'S E/IGmmltlG l)BiG~ ~~IO CA.(ULAmlNS fOR ililS! fUMEIlTS NO RtVJil\' IIA~ SEEll MAllE Of fllESE IIOHtlY OiHtl EWAElllS /lOT OOAIlED O.THE (OllnACT DRAWINGS FREP~RED B~ MYA PDG JOB #6030 Afty NOTAnOIlS BY MKA IIOT RELATlllG TO ElfJ.l.EIlT:lOAOS" m SOIlLY FiON IIODEHTAlAID PARTIAL U8SERVATIOIlS ANi! FOR lOI/fRAUOR 1tl~':'TlON MAGNUSSON KW..iEUCIC ~T~ INC. n t?-W- DATE ~ / Db RECEIVED APR 2 7 2006 MKA, INC. . SEATTLE , j EVlI\!.s OCTOBER 24 POGGEMEYER DESIGN GROUP. INC 5126'" 51 South, SlE 202 Kirkland. WA 98033 (425) 827-5995 (425) 828-4850 Fax pdg-wa€'Pdg.wo com -;.; / ' ~ ~ ' STRUCTURAL SHOP DRA WINGS (EXTERIOR METAL STUDS AND SOFFIT) FOR: PENINSULA COLLEGE SCIENCE AND TECHNOLOGY BUILDING 1502 E. LAURIDSEN BLVD PORT ANGELES, W A 98362 POGGEMEYER DESIGN GROUP, INC. NW DIVISION April20, 2006 PDG JOB #6030 i~~!!A 2-f c/y, ! IJD POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS POGGEMEYER DESIGN GROUP INC )1) 6'" ~~ Scu1'"', STf: :i:;.... KlrklunJ W A, 9(,C~3 142,]1 827-5'1(t.:- i 4.?5J S:S 4SSC ~O)( pcg~wa(C:;Jpd9-\Io:r:::. cern .... ... Peninsula College- shop drawing index Lh!ht GaU2e Framin2 - Shop Drawin2 Index Sheet Architectural Reference TITLE Rev- details Date -- -- General Notes 0.1 - 0.4 -- Fastener schedule 1.1 (Typ metal stud details) Clip Schedule 1.2 A & B (Typ metal stud details) Slotted Track and Angle 1.3 (Typ metal stud details) Wall bridging 1.4 Not Used 1.5 Typ. Head! Sill/ Jamb 1.5.1 Typ. Bottom of Nested Jamb Sections and Details 1 A20I, 5/A30I, 2/A302, I/A413, Soffit A70I, S202 2 A20I,5/A30I,2/A302,I/A4I3, Soffit A701, S202 3 A20I, 2/A302, 1&2/A413, S202 Drop at Stair 4 A203, A301, 1/A41 I, 3/A431, Tech Building Level 2 Wall S202,S203 5 A203,7&8/A301,I/A413, Tech Building Levell Wall I/A433, S202, S203 6 A203,A301, I/A4I2, 3/A43I, Science Building Level 2 S202,S203 Wall 7 A203,A30I, 1/A4I2, 3/A431, Science Building Level 1 S202,S203 \Vall 8 A202, A203, 1/A401, Parapet Above Window - lIA302, 4/A422, 3/A431, Office Building S203, IO/S412 9 A202, 1/A302, 4/A422, Office Building - Window Shop Drawing Index.doc '~ ~ P . I C II h d . . d enmsu a o ege- S op rawmg m ex 3/ A431, S202 Sill Bypass Floor 10 A203, I/A302, I/A401, Parapet 4/A422,3/A433,S203 11 A201, 12/A311, I/A422, Parapet 7/A452,S203,14/S511 12 A201, I/A422, 18/A451, Parapet S203 13 A205, 3/A422, I/A451, Infill Parapet S204 14 A203, 2/A302, 1&2/A413, Parapet S203 15 A201, A205, 3/A401, Window Sill 1/A423, 4/A453, A531, S203 16 A201, A205, 5/A41O, Parapet I/A423,2/A453,S203 17 A201, A205, I/A426, Window Header 7/A453, S202 18 A203, I/A301, 1/A425, Window Header 19/A451, S202 19 A203, 1/A301, I/A425, Window Header 1/ A452, S204 20 A203, 3&4/A302, 1/A426, Lecture Hall Wall I/A441,1&2/A313,S203 21 A203, 3&4/A302, I/A426, Lecture Hall Window Frame 1/A441, 1,2 &3/A313, S203 22 23 Shop Drawing Index.doc .... POGGEMEYER DESIGN GROUP Made Bv: KN Date 3/28/06 Wob No.: 6030 Consulting Engineers Checked by: Date Sheet No. \ 512 6th Street South, SUite 202 Kirkland, WA 98033 (425) 827-5995 Fax (425) 828-4850 Description General Notes Job Name: Peninsula Colle~e MA TERIALS Cold-fonned sections shall meet the standard section criteria as set by the Steel Stud Manufacturers Association (SSMA) Steel Studs materials shall meet ASTM specs of 1996 AISI "Specification for the design of cold fonned steel" section A3 GAUGE MILS DESIGN YIELD ULTIMA TE THICKNESS STRENGTH STRENGTH 12 97 .1017 50 ksi 54 ksi 14 68 .0713 50 ksi 54 ksi 16 54 .0566 50 ksi 54 ksi 18 43 .0451 33 ksi 36 ksi 20 33 .0346 33 ksi 36 ksi 25 18 .0188 33 ksi 36 ksi SSMA section designation: member depth, style, flange width, thickness (i.e. 600S162-54) Member Depth -- depth of member in 1/100 inches Example: 600 = 6" Style -- S= stud T= track U= channel F= furring channel Flange width -- flange width in 1/100 inches Example: 162 = 1 5/8" Thickness -- Min base metal thickness in 1/100 inches Example: 54= .054"= 16GA (min thickness represents 95% of design thickness) SHAFT W ALL- CH studs and J runners by USG WELDING Welding shall be performed by certified welders. Cold fonned sections - Weld per A WS 0-1.3 and AISI Section E2, Use E60XX electrodes. All welds to cold fonned sections shall be fillet welds matching the thickness of the thinnest part connected. Structural steel- Weld per A WS D-l.l and Dl.3. Use dry E70XX electrodes FASTENERS AND CONNECTIONS Fasteners brand and type shall be per the fastener schedule. Minimum spacing and edge distance between centers of screws in cold-fonned steel sections shall be three times the diameter ofthe screw. Load reduction allowed per AISI A4.4 for wind or earthquake loads. Fasten top and bottom tracks to both sides of every stud with #8 or larger screw. POWDER-ACTUATED FASTENERS INTO CONCRETE Mtl Gen notes 10-18-05.doc y POGGEMEYER DESIGN GROUP Made By KN Date: 3/28/06 Job No 6003 Consulting Engineers Checked by: Date: Sheet No.: '2- 512 6th Street South, SUite 202 Kirkland, WA 98033 (425) 827-5995 Fax (425) 828-4850 Descnptlon' General Notes Job Name Peninsula College Allowable loads per ICBO Report #1639 - (Ramset powder-actuated fasteners) One inch minimum penetration into concrete unless noted otherwise. Minimum edge distance and spacing shall be three inches unless noted otherwise. Minimum concrete thickness is three times the fastener penetration into the concrete. Do not drive fasteners into concrete until it has reached its designated ultimate compression strength. Head of installed fastener shall be fully seated against fastened material. * Allowable load increase is NOT permitted for short-term loading. POWDER-ACTUA TED FASTENERS INTO STEEL Allowable loads per ICBO Report #1639 - (Ram set powder-actuated fasteners) Fastener shall have sufficient length so that the entire pointed portion of the shank pierces the plate or use Ramset "Power Point" pin with special inspection for partial penetration. Minimum edge distance shall be Yz inch. Minimum spacing shall be one inch. Head of installed fastener shall be fully seated against fastened material. * Allowable load increase is NOT permitted for short-term loading. CONCRETE ANCHORS - WEDGEBOLT BY POWERS FASTENERS, REm-DRIVE BY READ HEAD OR METAL HIT ANCHOR BY HIL TI Do not damage or drill into reinforcing bars or prestressing steel. The contractor and engineer of record shall verifY location of prestressing steel prior to drilling. See fastener table for spacing requirements * Increase of allowable tension load is permitted for short term loading (wedgebolt only) * Increase of allowable shear load is NOT permitted for short-term loading. SLOTTED CLIPS, ANGLES AND TRACK Fasteners shall be installed at the center of the slot (unless noted otherwise) through a standoff bushing to prevent clamping. As an alternate to the standoff bushing, a standard washer may be used and the screw backed off'l4 turn to prevent high clamping forces and allow slippage (see figure below). BACK OFF y., TURN Mtl Gen notes IO-18-05.doc .' POGGEMEYER DESIGN GROUP Made B Checked b KN Date: Date' 3/28/06 ob No. Sheet No : 6003 '3 512 6th Street South, SUite 202 Kirkland, WA 98033 425 827-5995 Fax 425 828-4850 Desen tlon ob Name' Peninsula Colle e General Notes GENERAL DESIGN NOTES Contractor shall verify all dimensions, elevations, and site conditions before starting work. Architect / engineer shall be immediately notified of any discrepancies. Dimensions and elevations provided on the metal stud shop drawings are for reference only, verify with approved structural and architectural plans. All omissions or conflicts between the various elements of the working drawings shall be brought to the attention of the architect / engineer before proceeding with any work so involved. The general intent of the metal stud shop drawings is to identify loadpath, material sizes, and connections to meet structural design criteria. Mtl Gen notes IO-18-05.doc v POGGEMEYER DESIGN GROUP Made by KN Dale 3/2806 Job No. 6030 Consullmg Engmeers Checked by Dale Sheel No 4 Norlhwesl DIVlslOn 512 6~~ ~\reel Soulh SUlle 2~~ . )~rkland. WA 98033 Descnpbon MTL STUD DESIGN 425 827-5995 . FAX. 425 828-4850 Job Name Peninsula College FASTENERS FASTENER SCHEDULE MARK USE & DESCRIPTION @ COLD FORMED STEEL FRAMING CONNECTIONS CD WAFER HEAD SELF DRILLING SCREWS T PHILLIPS WAFER HEAD SELF DRILLING SCREWS (#8) MIN SPACING = 1/2" MIN EDGE DISTANCE = 1/2" [r-J COLD FORMED STEEL Q) E FRAMING CONNECTIONS ~ HEX WASHER HEAD SELF-DRILLING (#10) i:=; MIN SPACING=9/16" (2t MIN EDGE DIST =9/16" GA METAL TO STRUCTURAL STEEL @ HILTI 145"9) X-EDIN 16 P8 POWDER ACTUA TED Q) MIN PENETRATION INTO STEEL = ENTIRE POINT MUST :0: PENETRA TE THROUGH STEEL OR USE FASTENER (5) -CO) FASTENER SCHEDULE POGGEMEYER DESIGN GROUP Made by KN Date 3/28/06 Job No. 6030 Consultmg Engmeers Checked by Date Sheet No. S Northwest DIVIsion 512 6~~ ~\reet South Suite 202 . KIrkland, WA 98033 Description MTL STUD DESIGN 425 827-5995 . FAX. (425) 828-4850 Job Name Peninsula College FASTENERS MARK @ @ ~ FASTENER SCHEDULE USE & DESCRIPTION GA METAL TO STRUCTURAL STEEL/CONCRETE @ HIL TI X-DNI27P8 POWDER ACTUA TED DRIVE PIN WITH 7/8" WASHER * MIN PENETRATION INTO STEEL = ENTIRE POINT MUST PENETRA TE THROUGH STEEL OR USE FASTENER (2) C~::J =\== '::::J 'v MIN PENETRA TlON INTO CONCRETE = 1" UNO SEE GENERAL NOTES FOR OTHER REQUIREMENTS AND ALLOWABLE SPACING * OPTIONAL TO Q)WHERE REQUIRED GA METAL TO STRUCTURAL STEEL/CONCRETE OPTIONAL FOR Q) , @) HIL TI OS AND EDS SERIES ~ FOR FASTENING TO HARD STEEL AND CONCRETE ~ INTO STEEL MIN EDGE D/ST =1/2" MIN SPACING = 1" PENETRA TlON INTO STEEL= ENTIRE POINTED PORTION OF THE SHANK PIERCES THE STEEL OR PARTIAL PENETRATION INTO STEEL * STEEL THICKNESS PENETRA TlON REQD. 3/8" DIMPLES BACK SIDE OF STEEL 1/2" 7/16" 3/4" 9/16" * SPECIAL INSPECTION REQUIRED FOR PARTIAL PENETRA TlON FASTENERS PER UBC SEC 1701 AND ICBO REPORT 1639 12/1/95 PENETRA TlON INTO HARD CONCRETE = 1" MIN MIN EDGE DIST =3" MIN SPACING =3" FASTENER SCHEDULE " POGGEMEYER DESIGN GROUP Made by KN Dale 3/18/06 Job No. 6030 Consullmg Engmeers Checked by Dale Sheel No. G Norlhwesl DIVlslOn 512 61h ~~reel Soulh Swle 202 . KIrkland, WA 98033 DescnpllOn MTL STUD DESIGN 425 827-5995 . FAX: (425) 828-4850 Job Name Peninsula College FASTENERS FASTENER SCHEDULE MARK USE & DESCRIPTION POWERS DRIVE @ SPLIT DRIVE ANCHOR ( \ @ ,_I 215"0 STANDARD EMBED = 1" UNO - EMBED INTO POST TENSIONED CONCR[TE= J/4" UNO MIN SPACING = J" 0 C MIN EDGE DISTANCE= 2" ~ DO NOT DRILL THROUGH REBAR/PRESTRESSING STEEL INSTALL PER MANUr ACTURER INSTRUCTIONS USE TIE-WIRE HEAD STYLE TO HANG WIRE WEDGE -BOl T CONCRETE ANCHORAGE @) 1/4"0 STANDARD EMBED = 2 1/2" UNO (J) MIN BASE MA TL THICKNESS= 125% or EMBEDMEN T rOR 2-1/2" EMBED t mln=J-l/8" 1-1 MIN SPACING = 120 = 3" 0 C FOR 1/4"0 EDGE D/STANCE=12D DO NOT DRILL THROUGH REBAR/PRESTRESSING STEEL -E9 FASTENER SCHEDULE l POGGEMEYER DESIGN GROUP Made by KN Date 3/28/06 Job No 6030 Consultmg Engmeers Checked by Date Sheet No 7 Northwest DiVIsIOn 512 61~ SXeet South Suite 2~: . ifrkland, WA 98033 Descnpl10n MTL STUD DESIGN 425 827-5995 . FAX. 425 828-4850 Job Name Peninsula College FASTENERS FASTENER SCHEDULE MARK USE & DESCRIPTION @ @ @ POWERS SPIKE 1/4"0 STANDARD EMBED = 1" . MIN BASE MA TL THICKNESS= 125% OF EMBEDMENT MIN SPACING = 80 EDGE DISTANCE = 80 00 NOT DRILL THROUGH REBAR/PRESTRESSING STEEL COj FASTENER SCHEDULE POGGEMEYER DESIGN GROUP Made by KN Consultmg Engmeers Northwest DIvision Checked by 512 6th Street South SUIte 202 . Kirkland, WA 98033 DescrIption 425 827-5995 . FAX: 425 828-4850 Job Name Peninsula College Date 3/28/06 Job No 6030 Date Sheet No s MTL STUD DESIGN Rev Date --y i/J NON-SLOTTED FASTENER LOCA nON -r: ~"TYP A -t A ~ A SLOTTED HOLES AT "s" CLIPS 1/4"x 1 1/4", ONE SCREW PER SLOT SLOTTED HOLES AT "s" CLIPS 1/4"x 1 1/4" , ONE SCREW PER SLOT -r: ~ MARK AxB LENGTH NOTES 1 1NS 1 1/2"x 4 1/2" x 54M 0'-4" No Slot ted Holes 2 2NS 2 1/2"x 2 1/2" x 54M 0'-5 1/2" No Slotted Holes J JNS 1 1/2"x 4 1/2" x 68M 0'-5" No Slotted Holes 4 NOTES 1 "s" INDICA TES SLOTTED HOLES IN CLIP 2 ALL CLIPS 54M UNO J ROTATE SLOTS 90' AS REQD 4 SEE GENERAL NOTES FOR FASTENER INSTALLA nON 5 DSLS CLIP BY THE STEEL NETWORK INC -G CLIP SCHEDULE NTS : ; C!...::-: SCH.CWG POGGEMEYER DESIGN GROUP Made by KN Date 3/28/06 Job No. 6030 Consultmg Engineers Checked by Date Sheet No 9 Northwest DIVIsIOn 512 6~~ ~,reet South SUite 202 . i?rkland, WA 98033 DescriptIOn MTL STUD DESIGN 425 827-5995 . FAX. (425 828-4850 Job Name Peninsula College @ @ JOIST WEB STIFFENERS CLIP LENGTH = STUD DEPTH - 1/2" @ - TRACK BLOCKING- SIZE AND GA TO MATCH STUDS, PLACE AT] 0' OC AND A T EACH END OF WALL FRAMED WALL L-- (2) #6 SCREWS EA LEG OF CLIP @ COLD ROLLED LA TERAL BRACING NOTE MAX STUD DEPTH = 6" FINISH~ ,/Y SURFACE ~ I I FLA T STRAP OR FURRING CHANNEL WITH (4) #8 SCREW TO EA SIDE OF TRACK BLOCKING ([) #8 SCREW EA SIDE EA STUD FLA T STRAP LA TERAL BRACING TYP WEB STIFFENERS AND BRIDGING NTS d;... .\~t,\!~.d'l?q POGGEMEYER DESIGN GROUP Made by KN Date 3/28/06 Job No 6030 Consultmg Engmeers Checked by Date Sheet No 10 Northwest DlVlslOn 512 6th Street South SUite 202 . Klrkland, WA 98033 DescnptlOn MTL STUD DESIGN (425) 827-5995 . FAX: (425) 828-4850 Job Name Peninsula College #8 EA SlOE EA STUD #8 EA SIDE AT 16" 0 C TYP WALL STUD TYP WALL STUD o o (2) #8 A T 16" 0 C , TOP AND BTM #8 EA SIDE EA STUD o A T HEAD WITH ONL Y 2 TRACKS, BOTH TRACKS SHALL HA VE LEGS UP LONG LEG TRACK AND NESTED STUD PER DETAIL TRACK AND STUDS PER DETAIL, STUDS MA Y BE BACK TO BACK NESTED HEAD (NESTED SILL SIM) BOX HEAD TYP WALL STUD 11/2" AT 16" OC TRACK PER OfT AIL #8 EA SIDE EA STUD #8 EA SIDE AT 16" OC o TRACK WITH NESTED STUD TYP SILL WELDED JAMB TYP NESTED JAMB NOTE- USE #10 SCREW WHERE ANY OF" THE F"ASTENED PARTS ARE THICKER THAN 16 GA (T) = THICKNESS OF" THINNEST PART ATTACHED ~ HEADERS / SILLS / JAMBS I , 1 1/2" = 1'-0" 1 ~ r yPll:C: qrIr ,r~l;t;b ::!wq LEGEND EtHJ'" , D"" D... 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S~ ~~ 5 .~ ;!!! i~ ~ Will W l";;j ~ l I I I I I I I ~ i ~;; 1I1111~r [7 'I! i i i i i i ~I i ill PENINSULA COLLEGE SCIENCE & TECHNOLOGY BUILDING BID SET state project #2004-95 B (2) r- 3: z ~;~ 5i bn '1' I ,-~ ~ :: j ~ (') ili ~ POGGEMEYER (DESIGN GROUP cons\JlfiIl!! Eng:ineers North west, DiVislOn 512 6th Street South SUIte 202 . K1rkland, WA 98033 425 827-5995 . FAX. 425 828-4850 Job Name Peninsula College Made by JG Checked by K N Descnplion SECTION Date 3/27/06 Job No, Date Sheet No 6030 IB Soffit Ref A201, 5/A301, 2/A302, 1/A413, A701, S202 L1 5"xl 5"x54M or 400T5162-54 w!(2JQ) to Cone (3)(J)to Stud L 1 5"x1 5"x54M w!(llevto Cone (3)CDto 5tud 4005162-43 ot 24" 0 c >< o ~ 400S162~43 at 20'0 e (Mm 2 Each Area) '-0 I tv) r 6005162-43 at 24" 0 c W/ (3)(]) Each End '-- L1 5"x1 5"x43M wID ot Eoeh Stud 8'-0 Max 400S162-43 at 20'0 c (Mm 2 Each Area) L 1 5"xl 5"x54M w!(llevto Cone (3) CD to 5tud 4005162-43 at 24" 0 e L 1 S"x1 S"x54M w!(uevto Cone (3)CDto Stud 600S162-43 at 24" 0 e VIEW A-A Mil GA C) Soffit 33 20 43 18 54 16 NTS 68 14 97 12 POGGEMEYER DESIGN GROUP COllSUltUl!! En!!meers Northwest DiVi:non 512 6th Street South Stilte 202 . Klrkland, WA 98033 425 827-5995 . FAX. 425 828-4850 Job Name Peninsula College Made by JG Checked by K N Date 3/28/06 Job No Date Sheet No 6030 19 L 1 S"xl S"xS4M w/(UCVto Cone (3)CDto Stud Descnptlon SECTION 2 SOFFIT Ref A201, 5/A301, 2/A302, L 1 S"x1 S"xS4M w/(2J(]) to Cone (S)(J)to Stud 1/A413, A701, S202 L1 S"x1 S"xS4M or 400TS162-S4 w/(2J(]) to Cone (3)(J)to Stud x o ~ lD - I f") Ie e I lie II Ie e 6005162-43 ot ~ 24" 0 e W/ (3) CD "- Each End '-- L 1 S"x1 S"x43M at Eoch Stud 8'-0 Max Wl 8'-0 Max 4005162-43 at 10'0 c (Mtn 2 Each Areo) L 1 S"x1 S"xS4M w/(U(])to Cone (.3) CD to Stud 4005162-43 ot 24" 0 c L 1 S"x1 S"xS4M w/(1J(])to Cone (3)(j)to Stud 6005162-43 at 24" 0 c VIEW A-A Mil GA CD SOFFf T NTS 33 43 54 68 97 20 18 16 14 12 POGGEMEYER DESIGN GROUP Conslllbll!! Enf!ineers Northwest Di'VlslOn 512 6th Street Soutb SUIte 202 . K1rkland, WA 98033 425 827-5995 . FAX. 425 828-4850 Job Name Peninsula College Made by JG Checked by K N Date 3/29/06 Job No. Date Sheet No. 6030 '2..0 Descnptlon SECTION 3 Drop at Stair Ref A20P, 2/A302, 1&2/A413, S020 400TJ 50- 4.3 . W/(f)AT 16" 0 C j To Concrete , 400S162-4.3 ' AT16"OC ; !' .! STEEL BEAM BY OTHERS ~ lEVEL 2 "" " " ". x a ::;, <D I "" 4005162- 4.3 ATJ6"OC W/2 Q) TO STEEL BEAM AND (2) G) TO STUD 400T150- 4.3 W/(j)A T Eoch Side Mil GA 33 20 43 18 C) Drop At Stair 54 16 68 14 SCALE 1/2" 1 '_0" 97 12 POGGEMEYER DESIGN GROUP Made by KtJ Date 4/ 3( Db Job No GD:;O CONSULTING ENGINEERS Checked by Date Sheet No 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 21 (425) 827-5995 . Fax (425) 828-4850 DesCfJptlon Sf;: c:n 0 ~ 4- Job Name Pf~ I ~:;U LA Co L..l- e;. (it- T;; tH ( eU IL..D IfJ6- W A- LL- A ZO?J) A30l) ~4\I) %'431 ) S 2OL) S20?J )1 t ~ :;1Cf(, t:-D6-c ) fLATE- By OTHtts 11Ft htWTIZ.s>43 wi (%) OIJ EA J SIDE I'IP. Top Et BOTT6M, 1200f ',qr 0 I . . ~ N DRIfT CUP DLSB GtiO 1JJ/(2) HILTI X-EDtJl22Pg To STEE LEDGE "X ~ C) ~ GOO 52.59- 54 It T I G /I Or C- ~, ~ - CuP 3AJ5 wi (2) HIL TI X-EiHJI ZZPS To 51fEL eDGE ~- C0 @ To STt-lD. l-fV6t... 'Z Q)' .' - i!1l-' ~~ -.. -..... \\l~ @ ~~ "oN. POGGEMEYER DESIGN GROUP Made by k~ Date 41? lOb Job No ~O30 CONSUlTING ENGINEERS Checked by Date Sheet No 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 2'Z. (425) 827-5995 . Fax (425) 828-4850 DeSCrIptiOn S~tTI ()fJ 5 Job Name P rtJ I tJ -5t{ LJt CoL.LJ~Cf e 7~8J 1/ A1D3, IA301 J IA4/3 I 13'.3 lA 1'33 S 202.) 5203 / ~l! S1f&L- eD&f ~ B'( OTHf (C~ , .() . GlIJT~ ' OPTIDIJ. X'I S LIPT~CK GgfY\ w! @ AT r b'l To K" S ,t;tL- EDG-E (l G005 200- G B AT IG" O. [" o'-fJ G()() TI'25 -54 wi (f) IFf [~,n To CoAJC, ~ SE-C,-rION - POGGEMEYER DESIGN GROUP Made by KfJ Date 4/ 3( 00 Job No GDgo CONSULTING ENGINEERS Checked by Date Sheet No 512 Sixth Street South. SUite 202 . KIrkland. WA 98033 2.'3 (425) 827-5995 . Fax (425) 828-4850 DeScription S6 c.:n 0 fJ 6 Job Name POJ I ~'7U LA Co u,. 8. efE ~v 181VC~ BUIl"DIN~ WA~L... A2iJ?J, A301} J;,;;'412./ %4'1 } S2.0L} S20?J 12~of ',0/- D I . - ~\J6l-- 'Z (.b . " ~ dil" ~ - N II f ~ <j1f6L CD6-E ) fL-A TE By OTHeRS 1Yf, 'X ~ ~ -' "\"}- - ~ K - '\ ~ ~~ @ c;a., "ON. ~tlOTIZ5-43 wi (l) OIJ EA I SIDE i'lP, ToP 4- BorT6M, DRIfT CUP J)LSB GtJO 1JJ/(2.) HILTI X-ED~I22Pg To STE: E L.. EDG-E ~ bDOS2.S0-54 AT 101/0,[ CLIP '3 ftJ5 wi &) /-IlL TI X-EDl\J1 '2'2.pg To 51fEL J::OG~ ~ (3)@ To STIAP, Made by K~ Date 4/?>1 Ob Job No &03-0 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No 24 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 Descnpnon 6e-CT I r:nJ 7 Job Name f~lJ IIJ -Sl{ LA COLLE cr e ?ClE:lJte Bu I L-PIIJG W A L-L- I 41 1/ 3/ L ~Ff: A201, A'2.Q3) J/A30I) /A4I?.) 7A431) Sltn} ~2o;; 0lIJT~ ' OPl \QU 1.-- '2. , 141- 0 ~!! S1 e&L- f D6f rt BY OTHffCS ){ I' S l.,IP TYtCK GgfYI w! ($) AT I ~II To Y t! S,BtL- EDG-t It. GODS 1.50- ~ S AT IGIt 0, t-. OLO GroTI'25 - 84 w/ (f) NT l b /I To Co1JC , GJ S6C-IION ~ o,~:=~_SE_C.i 13/ ~ ,!f;--~-- ' ~ -----, : - - - - - - - - - r.,~-+ Sllvax_ o o ([j) o ([j) ~ ' ~f."'L -~ -r -~-=~.- - -~~- - - - - - - - ~---- ----~~ ~~-~ -$--:;_~LsrUI - - - - W11 0._,$1\ 11[.11/ Pl)(llLlfOlICQ. It O~ 1\11,,"1 -${f !! - Sl!il'(ICXO,..Q.C _,.'tJ(l- 111'1. o.ll5UIl TllIllI(llHl SIISPOQ;OcweQ.G . , , , , "". , ~ I , ' , , .... u.D M. [ffi!J ~~ u.D .... u.D " , ' , ' ..;1 I: : " " ~ :: '-:',*.-..1- - - - ~ ~~ _'~~1~_1~~~~~ ~ _ _ ~::-:-:.-:::: 'I' , ' , , ~~rl!.r- i._.~!!_ ...-., iUSP(QDc.1Cl.C III: 'I' , , , , , ' , , "". m!J , , , , , , , . 1 : . r . . i ',' . ',' i . . t .... CEl M' mD .... CEl .... CEl ::' , , ' ~ . . : ( " ~ .. " '.: .: .::.: . .:~.: .: .' , : ' ", l : I . . ;. . . r .... I . : ',,' .. .. ., (" t .....' . ! ", @ WAlL SECTION SPINE @ SCIENCE "', rr r5C5CKlI @ WALl SECTION SPINE @ SCIENCE II rr r51;9'I(ilI @ ~~ SECTION SPINE @ OFFICE ." """ ~lll1.ClI.fllt 0(01 "" DEl """ [JEJ IJ1&/:lOS'61IJ KIO Il!IOU "., ~I~~(II l'lSl.l~rR(~ /H:ISID(l!lIl.I'I1' W:1l1'1.ml.,L.eGol - - - - - U~'[IJ~ u<(CJlU1U171" "'."... U 1R't(II/1OO1S .~;.W~IItu.tiOOlS 'i:)i1"\,'Q-Oc. ,,,,.If '''''"I.C.l. IoOOSIUU'\7'O( ./CllltlIOI'''' r.'\.="1R't(1I ICIlSI)JIJIPICI''Q''OC - -- - -rii:O~~ loO(ll~4)1", llt&/:lOS'6J1J1C411 !If( VM7Irllll 1IIIl'''O 1IM\l.1l'lMl ~' "" CEl ~'a CID lfIIlIllIf6Cll[USlSl(W ""'. -u.sr~" _ _ _ _O'!"~~~~ ~ALl SECTION OFFICE EAST @ CW-2 ~ LMNARCHfTECTS IIO'.COG _WlU sITe :,. K_IIU '~IOII '~Q- ;g, (90 ON W'..J::j:j: (901:5 WZQ) ..JIB ..JO'- Ow Q. 01-2 ::i~-ffi ~WI- (/)OW ZZU) z~o WO_ c..U)co \) \ I ~ - IILblL-ll..-~ _ tl...U _ tUU....-.-- WALL SECTION SPINE & OFFICE iAi'iii' N lJl A422 POGGEMEYER DESIGN GROUP Consulting Engineers Northwest DlVlslOn 512 6th Street South SUite 202 . KIrkland, WA 98033 425 827-5995 . FAX 425 828-4850 Job Name Peninsula College Made by JG Checked by K N Date 4/4/06 Job No Date Sheet No. 6030 ZG Description SECTION 8 Parapet Above Window - Office Ref A202, A203, 1/A401, 1/A302, 4/A422 , 3/A431 S203, 10/S412 Edge FL By Others 600T125- 43 w/CDon Each Side 600S162- 43 at 16" oc o tlOn o I GJ +1 Roof Clip #1NS w/ (3) CD TO STUD (2) X-EONI HIif' In to Edge PL I PL 6"xS"x54M ~ Steel Beom / By Others 4005162-43 W/(4) 1 Each End i"J >< o :2 Mil GA 33 20 43 18 Para et Above Window 54 16 68 14 SCALE 3/4" = 1'-0" 97 12 Made by KtJ Date 411<6)Ob Job No ~O30 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No 27 512 Sixth Street South, SUite 202 . Kirkland WA 98033 (425) 827-5995 . Fax (4251 828-4850 Descnptlon ~e.6-rIU ~) q Job Name PetJ I IV SU LA WL.LE-cr-6 OffICE 6l.D6:-W1tJ[)OW SILL. Bj PASS fLOOR A 2OZ) )-;(302.) 'YA4'2.2.) ~ 431 I S 2D2. Per Arch Steel Beam By Others 600S162-54 W/(4)(DTyp 600 162-54 at 1 " 0 c 600T150-54 (1) (DEach Side 600T125-43 w/ (Dot 16" 0 c To Edge PI Edge FL By Others o I N +1 i'.. 0 Level 2 Clip #lNS w/ (3)(DTO STUO ~ (2) CD TO EDGE ft en I - '<j- +1 L1 5"x1 5"x43M w/CDat Each Stud 600S162-54 - to +1 400S162-43 W/(3) CDEoch End 600T125-43 @) Sf-(, -n 0 ~J Off/a BtJIL.DHJ6 - WltJDOW SILt. By PASS F~oog Made by KrJ Date 4/5/ 0 b Job No h030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No I5 ' 512 Sixth Street South, SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 Descnpllon ~8G'nOtJ 10 Job Name ft./JI I\)SU LA CO 1-L.€-G-6 'RiF: A203) 11\'30'2.) /A40l) ~4-Z.Zj %4-53) SZ03 400TI'ZS-33 WI CD 00 Ell SIDE- Ft 4x4.>< 43 M \))/(.2) CD ON -(A SIDE I ED '2g-5 bOOT I?.S - 43 4005162- S4 ~ {q /0'10,[, ~ b005162-43 AT 16/1 o,el W/(~) (D TOP rJ BoTTOM. 4001 I~S- 33 -" WI CD ON EA SIDe \ \ ,iGCOTI'ZSW 43 I wI @ AT /b" 0,[, I To 5TEE L EDC.TE ft ED 20'- 0 5TfEL- Erx;~ €f SSM'! By OTHEre5 11/ \ \1 () ED 23~& 4005162.- 54 w;1:2.) CD To SlllO. @ Sf.C-iION POGGEMEYER DESIGN GROUP Made by K~ Date 4 / II I 0 6 Job No C 070 CONSULTING ENGINEERS Checked by Date Sheet No 2C) 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 Descrrptlon 5f;C-l!Ot-J Xl Job Name f eN 1<;; U L..A CoL.L-~G-6 Rff: A 201) 1%311) ~2'l} 7j,4S2 ) '%451 5203} 1% SI/ ED Qo!.. 3 400 T/25 - 43 WI CD 010 EACH SIDE 4DO 5 IG2- 43 AT IGJI OrC, 'g I ~ A1 fA. 5,up B 1''2. AT fA Sr~D 400T/50-54 W/(2) CD 010 tAw SIDE ~ 1bx- ED 28'-7'1..- VARIES 2.. 7'- q'7.. W /4><?O BY DTrIt-e:; @ SESC-rlON Made by K~ Date 4/11/ Db Job No bO~O POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No 30 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax 1425} 828-4850 Descnptlon '56CTIO~ 1'2. Job Name fttJltJStH...A Col.-l..EfrE fARIlPt:f 1/ Ie/. RE:F A '2..01 , I MLL J I A 451 9203 400 5 Ib'2- -t3 AT /6" 0, c. I I ~ ~ I Goo T 11- S - 33 400 T I'2.S-43 W!CD Ot-J fACH SIDE :30!.-~ fj o " S L5-33t<" 0 (3) CD To STU.D 4001/25 "'43 W!@) AT 12'1 o,e, 1 0 ~tJcg'En bOOS /37- 33 AT I&"O,C oJ STEEL EDGE It 0 - By OTrlf-es. ~ riJ -'~ ' - ~ , 0 M- r::2. 'I II\L J ( . ~ ~ I / &>. I 1 27- 01- $ VARIES @ c; ~c T \ 0 f\J 'P1\ RA 'P E-T ) I I rrv~ 'DLSB 600 uJ(l'Z) HILil X - EON\ 22 P8 To STEEL. E DUt It GoOTr2S~33 w/@ AT /2"o.C qJ I 14-& ClJ- LEV. 2. r ""' , \ b Made by Kt0 Date 4 - ". 0" Job No 6030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No ~I 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax 1425) 828-4850 Desmptlon S~GrlO ~ 13 Job Name ?E.N I N su L.A WLt,EG-E I~ Fl LA.. PARAPt;:T AZOS, ~4~2) /A451 S20+ 3S'~D -ED PARAPEl / / / / --/ 000T I '2.5 - 43 W/(j) ON EAc~ SIDE 600 S 167- 43 AT IG" O,C, k" CDx rt'lWOOD tf T~ G DECK'! ~C'f 'BY OTH E-RS 4" GOOT125-43 W/(f) ON E.ACH SID5 ED 331~ ~~4- To 0,5 CD AT tOt/o,e, 0) See-no N II\JFILL PARA rei Made by 1<f\J Date 4/11/00 Job No b03C/ POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No 32 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax 1425) 828-4850 Descnptlon SSc.:rION 14 Job Name Pe.N nJ $U L-A CoL.L.-~GE PARA PeT A 103} % 302) I} YA413 J 1A433 S'2tl3. L31~ l"x 54iV1 W/CD AT 12'10.e. CURTAIIJ WJWoeW 'By OiHE-RS REQ'p -B) 00~ z To SUPPOR:T /07 ,.0. fAf2 PLf AT 10r TRA-C/( -=1f1 400T 11.5- 4S W/(f) O~ fA <S IDe I III 400 5102 ~43 I II I AT 16" Ole, I III 4'ODII'2.S-43 I II I W/@ AT 9)) Ole, I III To GotJe, tf([) ou SA, C::;IDS I III >w . \. I III 5~ '" 31'/ CoIJC. I III -EP 27].. q'1- 0 r,os I II I , I I (j4) :7 Gc:n 0 t.J fA'RAP~f SPIHJ'lll....' ...., "~oi4 - - - - - - - - . - ...., SI'/HJIIlnlHf , 1 , , ~.)" - - - - - -- - - \- - - - - r :C, ",m __ :~~ , , , , , , , , , , , , , , , , , , ~ CZ> ~ ~ ~ o , , _J_______:__(j~-~-------- , ,-- , ~ " ' i: , , , , , , , ' , , , , I--___~~-~-,- , " , , , , , , , _~-fl-f1'~. , /,':, " , ,/~/' , " :'1 ' S(flfMlIrM .o::n~N"O , , "'" ... ." ..., , , , , , , .//~. 'I CCK['DC( :/. CID : . ,',",-- JD..PlTrNJ"'--/. I,' 1Il1O:0rlWl[!llCM) , Y~' ' , ' r --,---!--- , ~ "'" = ;:1 , , , , , , , , I , , > , "" o;;J L.., -L(I'(lJ"1I'1 .,.. ==TEO ~E:u , ~~~Sl!l1_ _ _ __ _ _ _ _ _ _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ @ WAlL SECTION SPINE @ CONFE!1ENCE & LECTIJRE Pt. Ill' 1ISC5I'IC-13 'l.N."..""".....'LIll\_r..'.....'J.O'\e.... ~ ~ LMN~~~~~2 SUITt[ .........TON tII'IQ4 l'Ot.6l7l41O url4U.1811 (9 Z_ -C\l 0- :::!CO :JI!) IDOl >-.J- (90 WO~ (9-l=lt: WOt) ZQ) -lI.~ ...J()O OWe. () J- Q) <(~ro -l ..... :JWU) OO()1- ZZW -WOO Z-O W() Q.OOCO \) \ I ~ ~ 1Il.WL...1b-~ _fLU_~ WAll SECTION SPINE _.. .. """ A423 Made by KN Date 4( I 21 Db Job No G030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No .34 512 Sixth Street South, SUite 202 . Kirkland. WA 98033 1425) 827-5995 . Fax (425) 828-4850 Desmprron St:.c,lro N IS Job Name PENIN5l~LA Co L-L.f.6-E WIt\JDOW SILL A '2. 01, A205} %401) /{ 4'23) jA'4S3 J It 531 52.0.3 400 1/1.5 - 43 W/ (f) AT 11'1 T~M~ (L.15~XIIS/X43iYl wi CD AT fA tH 5TU 0 , , ED70'-Zv__ 1,0. fARA I 0011 ED2b~4 I,O,S GOO T 125-43 W/(j) 0 kl 'EA r SIDE To STUO IYP 10 P ~ Bvrr. 400 S I (,2 - 43 AT I G/JO.c, W/(Z)(j) AT E A 01 f,1\Jj) 0005/02-43 AT' G '/ 0, L- S,UD To BHlT It , I' 16 Z 400 5 I b Z - 43 Colff. (2) CD II-T EACH STUD tCD AT rz.I/TO sorr T~u: (4) CD AT EACH :;Tl-1D 10 1)f: c.t::: II '3 'A '2oGA 'MET A!... D~~ 1'3 >' Olll E g' $ @ SE:-G-rION WINDOW SH..~ POGGEMEYER DESIGN GROUP Made by KtJ Date 4/ \ 3 J 0 ra Job No v,O'30 CONSULTING ENGINEERS Checked by Date Sheet No 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 35 (425) 827-5995 . Fax (425) 828-4850 Descrtpnon <Sec.IION IGo Job Name ?~tJlt\JSU L..A Cot...~&e 'PAE'A PE I 5/ '/ 2/ 52.03 A201) A20;) /A401, /A423} /A453 GOOS162-43 AT /6" o,e ..-b II rL- ? x3 x 33M AT )2l'o,e wi (2) CD ON fA. 5tDf GOOT 12.5-43 W! CD O~ t:AGH 5, DG: Typ. ToP f BOTT, ?Ol''ll'l.. - - -l !1\RAf!:1 CD 'L - -rv-I CURTAIN WALL - - l By O,H6~S 1<-cQ'D To Sv\f'fbrti 200 PLF AT Top TRALt< IL II J1 --J 1__- e DG-f It (,A S~ 9 6005/62-43 CD AT +" D,el 10 META L TJE:CJc:. L 4rfx ,/IX 43M W/(J) AT 9'b,L' To TRAct ~ ~ AT \'Z"O,C To STEEL- ~ ~ .1 AT 4'0,(,. ED ZG'~4 1,0,S 51EtL. ~D(fe: It By OTHfRS 00 06c:rIOl\J PA RA PE-T... CASf; 1- 00DT 125-43 t:A-se z. Made by kN Date 41r~/o0 Job No 0030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No ~0 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 Desmptlon S~C -not-J 17 Job Name PG:tJltJ St-f LA Co ~ f..,w e. WllJPOW t1~ADfl2- A2ol, A lD'? I )A41-b) ~4S3 5202 93 qj>. , r!}. 0005162-54 ~ wAzXD AT TOP tf BOTT 000TI'Z5-54 J I wfj) AT 16'0,(, -I I I I , . ~o/~ Tt ~ '~X 6 ''x 84M Ijf By OTH~~5 GOOTI25-54- 4005 (Gl- 54 Wj(3) CD AT EACH eND @ ~l"c-1101V \JJ ItJDOW Ht-AD6e - - - -------....---..-.-..- C/J "~ I o ~ z :E ... (G) 8 S6-POOZ# pa[oJd al8lS .L3S 018 8NIOlln8 A80l0NHJ3.L ~ 3JN31JS 383ll0J VlnSNIN3d ~] ~~!!!!!! i d! IIIIII ~~ I ; I I I I I I I . "lii L{') C\J <;t <{ 0---- i i d .l.n. ID---: tt I @---- I .'- n < T I @- -- -- I~ 'I - . - - - - - - - - - . - - - - - - ---=-.- ~ - - - - - - +,-~ ! I L 'I II 'I II , , , , , , nnn~_T__m I i ~fil ~l:J ~, ii ~- 5tit -" - " . 1 . ~ , ~ ~ OJ I , , . -----;------i-- , J a , , h ;~ ~:i . . ~ ~ Ii, gl- .,g '4 ~ o z ~~ ~ ~ z ~ o ~ :;p "'~ ~ ~ . ffil z ~ o ~ ~; Made by I<~ Date 4-1/4- ( OG, Job No h030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No 38 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax {425} 828-4850 Description 'Su,.-notJ Ie> Job Name Pc:Nlrv~ULA CoLLeere WINDOW HEADeR 1/ 1/ 19/ A 10'3/ /A 3~ ) /A-425 I /A4S1 5201..-- ~'-0 6001/25-54 wi (j) AT I(;"o,c.. w= BY OrHEf:5 WNT~ OfT. B I t>l~ I I' 8 '2. ED 12'-3 bOOTIZS-54 L 4005162.-54 \JJ/(3) (DTo STIAD 6005/62"54 ItT I G II (J.{ \JJ/(z.) CD AT ToP~ BorT,. (1B) Sse- -n 0 tJ WI~POW HE:I\DE:g . ' Made by KW Date 4/14/ 0(, Job No 6030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No 39 512 Sixth Street South, SUIte 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 Descnptlon ~"C- i IOtJ \9 Job Name ffN/tJSi~ L.A (ouECre W,~W HUDcf2, .. A'2-O? I YA 301 I IA 4'25 1 }A4S 2 H 55 loX" G ~ J1- ft BY OTH8<S 3S'-O fARf\PU 33 '--<B'?4 EDT-O, H5S S 2-04- 000T 1'25 -43 00 S I G 2 - 54 AT 16'1 0, C , VJ / ~) CD AT Tef Ef 6oTroM - ll-z. , '2. GOOTJ2S- 54- @ 086 -rfOtJ W[~DOW H ~AT)E-12 , . . Made by K\\! Date 4/17/ 08 Job No 0030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No 40 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 DesCrIption Se.C- T\ 0 tJ '2.0 Job Name Pe..N \ N SIAl,.I\ Co L-LEGe:. LS~TUf<e HAt..t. W A-LL A 203, 3$)A'302. ) ~42.G, ~441 /%/3(>203 " " 600Tf1.5 - 54 CJ _I N v DSL.B 6&0 AT EAW STuD W/(2..) HILTI 'x-ED tv I 22 Ps To STEEL EDGE , est- ,2- cg - -80 Slee;\... E.Da-6 6y OT1~RS 600 S 200 - S4 AT IG1i o.e. - X <;( ~ \S) -~ rt\ "- " bOOT/'25~ S4u wI @) AT 12110,C. ~ \ 0 , ,q) @ Sf-vI/ON ~SC.:fURe: HAL-I...- WA L.L- . , ' POGGEMEYER DESIGN GROUP Made by KN Date4/18/06 Job No 6030 Consultmg Engmeers Checked by Date Sheet No 4'1 Northwest DlvislOn 512 6~~ ~\reet South SUlte 202 . Klrkland. WA 98033 DescnptlOn Section 7 425 827-5995 . FAX. (425) 828-4850 Job Name Peninsula College Lecture Hall Window A203, 3&4/A302. 1/A426. 1/A441. 1.2&3/A313, S203 600T125-54 w!DOn Each Side \ e I e I e I I e I r T -, I e I e I e e e e e e e STUD WALL PER SECT 20 e ---------______~__L______ ________ DSLB 600 w/ (2) Hilt! X-EDNI 22P8 to Steel Edge ..<:: >< = 0 GJ ::2: :r:: 0 I 0 ]'-5 Max t.O S: I e I BOXED JAMB PER SCHEDULE SILL TRACK See Nested H ad STUD AT 16" PER SECT 20~ W/(2) CD TOP & BOT CLIP 2NS (2)@ TO CONC (J)CDTO STUD I e I 600T125-54 w/ @at 12"oc I e I e I e I CLIPS PER 1 5 1 Mil GA NTS 33 43 54 68 97 20 J8 16 14 12 -G Lecture Hall Window I J~ ~ Jl' :r;! ~\Ir>OOr\ vNq .... , ' ". Made by KN Date Lf -1'6 - Ob Job No 6030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No 42- 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 DesCflptJon 5(;(T IOfJ 20 '" '2 I Job Name Pt:~lttJ5UlA Go L-LE Gte BOT/OM 5L.oPSD UoUlOITIOJ.J 17/ IA441 SLOPED PER A~CH, ~I~ If \ \ \ \ , SEE S EC.T. 20 AND '2.( ~L 'BsVtL', fRe:SSUf:E TRfA1ep 2. x 0 B 'I OTH~RS . l6 . ~ o 4'1 3/ II A. /8 y" cfALV, j(e~w A fVU-f,rJf.. Ar Zit-II w/Z" EMbr;;D fr.T S~CT, 21 US[ 0) ~"epcrSA ~ ~S1HJ CI..II'" 2 t0S To CoNC @@ ~U,'IOf0 BOTTOM SLoPSD CONDITIDtJ ... { ...'(2 ~ i JI' ~H ~ ~E <( ii Z :=; -I ~] \11!!!I!i! H 111111 ~~ !. I I I 1 1 I 1 f ,,~ (l) S S6-1700l# pafoJd alels 1.38 OIS 8NIOllnS A.80l0NHJ31. ~ 3JN31J8 383ll0J Vln8NIN3d <0 C\I !lid! ~ 4~ t ~\" ~I! ,. ,~ ~ J. t t t .,~ ":i ~A ~:~ ;:lg ";i =, " , ; . "' ~! ~~ ~~ t;(~ N ~n '^~ :':1; >~3~~~~~~~~ :};~$~ ,- ]. J.!,-,[i-f' -- .1., ' :'f%!.Ct ~~:=1~_';II:_L~l:_.::."<!.if ---"I-h~l-~'( , ~--------------: . ; z i o i= '-' ~ :;t ~ ,,~ ","- , . . ",~;::.":::'-':'"~:-"'~:_":'''_ : ..:_~__:_....:.I":-' ~:.t_:~":: , . r~ :~:'\;!~;'l~\::i[,t~~ , f' H,o_ d ~--------- z ~ ~ ~ "'~ .,~ " ~ --- , , , , , , I -r--- ....... h, ,. ,~ , LJ ,,." ,'/' " , , ~----------------~-- , , , t~ ~;;:~;:~:: ~ i::~::~:: ;u.: :"::~u ~ ;t~ "'~ LJ , ., i :;1 ::(;:I::I:::L:__ u,_ ~_.;.. ...,...-.--..-.....-.., ... '" t5 ~ ~ !! "'''' ~--------- ':__..!..:_;:J . .00-;: ~- II ;-------;-- , , . : , . , ~r--r , : ~ i Permit #05-432 Peninsula College Science & Technology Building Structural Metal Stud and Soffit Calculations File #2 ~ ",/. 'C. '. ' ., EXTERIOR METAL STUD AND SOFFIT CALCULATIONS For: PENINSULA COLLEGE SCIENCE AND TECHNOLOGY BUILDING 1502 E. LAURIDSEN BLVD PORT ANGELES, W A 98362 POGGEMEYER DESIGN GROUP, INC NW DIVISION Apri120, 2006 J4D POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS PDG JOB #6030 i EVI~.s OCToeeR 24 - -- DESCRIPTION PAGE Design Criteria Calculations Support Data ...... ..0 ...... .............. DC1 - DC13 C 1 - C89 S1 - S33 ................... ... ...... ... ......................... ... POGGEMEYEI? DESIGN GROUP.INC 5126'" SI Soulh. SIE:202 Klfklond. WA 98033 (425) 827-5>'95 (425) 828-4850 Fox pdg-wo@pdg-wo com . I .. I Poggemeyer Design Group Made By KN I Date 3/23/2005 IJOb No 6030 Consulting Engineers Checked by I Date ISheet No . 1X~ I 512 6th Street South, SUite 202 Kirkland, WA 98034 , (425) 827-5995 Fax (425) 828-4850 Descrrptlon , Job Name Peninsula COllege Design Criteria .i, . Design Criteria Code: International Building Code, 2003 edition Non Load Bearing Metal Studs Seismic: Buildind Location: Latitude: 48. 10 Deg. N Longitude: -123.41 Deg. W Seismic Use Group = /I Importance Factor: Ie = 1.25 Mapped Spectral Acceleration Parameters: Ss = 1.24 Sl = 0.51 S002 Table 1604.5 Footnote A Site Class D Site Coefficients: Fa = 1.00, Fy = 1.5 Spectral Response Coefficients: Sds = 0.83 Sdl = 0.50 Seismic Design Category: D Table 1615. 1 Wind: IBC Section 1609 and ASCE 7-02 Sect 6.4 - Method #1 - Simplified Procedure Basic Wind Speed V3s= 100 mph Importance Factor: Iw= 1.15 Bui/ding Category = 11/ Table 1604.5 Wind Exposure C Enclosure Classification: Enclosed Internal Pressure Coefficient: Gcpi = + - 0.18 Components and cladding loads (Base on effective wind area = 10.0 sf) Anchorage: Use factor of safety 2. 0 Load Jombinations of IBC section t605.3. 1 used - (do not use allowable load increase) I DesIgn Criteria xis MTL Stud DC ~ , " POGGEMEYER DESIGN GROUP Made by Kt\l Date 3/ 28/ 00 Job No ()O30 CONSUlTING ENGINEERS Checked by Date Sheet No 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 Xl. (425) 827-5995 . Fax 1425) 828-4850 Descnptlon WIND LnAD CRITERrA Job Name PENI tJ5U LA CO/.../.,..S4 E- PARAPET OR SCREEN WAll WIN) lOAD = .107 PSFI -71 PSf ROOf WIN) lOAD (MHE 3) = +15 PSFI -75 PSF rnn TO' Of PARAPET ..- ---.. - -- -- -- - - -----. R()(F LEVEL ___u_______+ WALL WIN> lOAD = .30 PSF I -40 !>SF WALL WItV LOAD (NOTE 3)= .25 PSFI -35 PSF lEVEl 2 ---------..-+ ___..__.___~~VEl+ NOTES: I. WIN> LON) ~SSURE BASED (Jf M FCl.LOWING fl)RST CASE COODITI(Jf: EFFECTIVE WJtI) AREA = 10 SF SURFACE = 'C<DER 2. POSITIVE PRESSlRES IN1M>. NEGATIVE PRE5SmES OUTYWlD. 3. M\ll w]N> lOAD AT LECT\Jff: Hlt..l = +27 PSfJ -37 PSF R(}(F WHV lOAD AT LECTlJ~ Hlt..l = +27 PSfI -70 PSF 4. EXTERIOR COWOtE:NTS /H) ClAOOlNi SHAll BE ~SIGJED TO ACCOMIDAT[ lORST CASE WIN!) lOADS SOO1W OR WINO lOADS ~TEIWIN:D IN ACCORDAt<<;E WITH SECTION 1609 (F THE 2003 INTERNATllWAL BUILDING COO( USING HE WIN> LOAD CRITERIA NOlID IN TI-E STRUCTURAl DESIGN DATA. WIND LOAD CRITERIA FOR COMPONENTS AND CLADDING WIND LOAD CRITERJA ~ , ~\ ~ POGGEMEYER DESIGN GROUP Made By KN I Date: 3/24/2006 IJob No. 6030 Consulting Engineers Checked by' I Date: I Sheet No : DC-5 512 6th Street South, SUite 202 Kirkland, WA 98033 (425) 827-5995 Fax (425) 828-4850 DescriptIon: Building Design Weights Job Name:. Penisula College Roof Assembly Live Load- Wind Exterior Wall Assembly Alum Panel .. Metal Stud at 16" o.c................. ; Insulation .................................. ~ 5/811 GW8 ................................. : Misc. ......................... ................. . T ota I ...................... ......... ........... Exterior Wall Assembly 8rick Masonry Unit RigId Insulation ............................ Metal Stud at 1611 o.c................. 1/211 Plywood Sheathing .............. 5/811 GW8 ................................. Misc. ...................... ........... ......... T ota I .... ...................................... See Page 2 4.5 pst 1.7 pst 1.0 pst 56 pst 2.2 pst 150 pst Use DL = 15.0 pst 40.0 pst 1.0 pst 1.7 pst 7.5 pst 56 pst 0.2 pst 50.0 pst Use DL = 50.0 pst Building Design Weights.xls 1 of 1 3/24/2006 ~ POGGEMEYER DESIGN GROUP Made By KN I Date 3/24/2006 IJob No 6030 Consultinl? Enl?ineers Checked by I Date ISheet No DC4 512 6th Street South, SUite 202 Kirkland, WA 98033 (425) 827-5995 Fax (425) 828-4850 Descnptlon Seismic Forces - Components Job Name Penisula Colle~e IBC 2000 - ASCE 7-00 Component forces per IBC 20031621 -->ASCE7 9.6 Site Classification = o IBC 2000 Table 1615.1 1 Ss = 1.2400 Fa = 1.00 S1=0.5100 Fv=1.50 Sos = 0.8267 = O.67*F a *S s S01 = 0.5100 = O. 67*F v *S 1 height of component = z = Building Height, h = Component Coefficient, Rp = Component Coefficient, ap = Ip = Seismic force Fp F p = .4 ap Sos (1 +2z/h) Jp / Rp= (EO 16-40) (EO 16-41) 38.0 ft 38.0 ft 2.50 (wall) 1.00 (wall) 1.25 ASCE Table 9.6.2 2 or 9 6 2 3 ASCE Table 9.6.2.2 or 9 6 2 3 ASCE 7-02 9 6 1 5 0.496 ASCE 7-02, EO 96 1.3-1 Seismic force Fp (MAX) Fp max= 1.6 Sos Ip = 1.653 ASCE 7-02, EO 96.1 3-2 Seismic force Fp (MIN) Fp min= .3 Sos Ip = 0.310 F = p Dead Load W = E= E/1.4 = IBC Component ASCE 7-02, EO 9 6.1.3-3 0.496 50 0 psf 24.8 psf 17.7 psf Seismic elements,nonbldg-SA.xls . ... Poggemeyer Design Group Made By KN I Date 3/28/2006 IJob No 6030 Consultin!!: En!!:ineers Checked by I Date ISheet No DC 5 512 6th Street South, SUite 202 Kirkland, WA 98034 (425) 827-5995 Fax (425) 828-4850 Description Fastener Load Table Job Name Peninsula College Metal Framing Tension Shear ID Description Base Material MIL GA Allowable Allowable Notes #8 Self drilling screw LGM 33 20 57 130 B 43 18 74 194 B 54 16 139 408 B 68 14 176 558 A,B 97 12 251 796 A,B 2 #10 Self drilling screw LGM 33 20 65 139 B 43 18 84 207 B 54 16 158 435 B 68 14 200 616 B 97 12 285 904 B 3 Hilti's Drywall Track Nail Steel t=3/16" 33 20 125 174 C Smooth Shank 43 18 125 227 C EDN16P8T 54 16 125 428 C d=.145" 68 14 125 530 C ICBO Report #2388 97 12 125 530 C Steel t=1/4" 33 20 165 174 C 43 18 165 227 C 54 16 165 428 C 68 14 165 539 C 97 12 165 575 C Steel t=3/8" 33 20 165 174 C 43 18 165 227 C 54 16 165 428 C 68 14 165 539 C 97 12 165 620 C 4 Hilti's Dome-head Nail Concrete fc=2ksl 20 thru 12 90 140 C X-DNI 1" pen fc=3ksl 20thru 12 120 160 C d=O 145" fc=4ksl 20 thru 12 155 185 ICBO Report #2388 fastener loads (Hilt!) xIs Page 5 I. Poggemeyer Design Group Made By KN I Date 3/28/2006 TJob No 6030 ConsuItinl? Enl?ineers Checked by 1 Date TSheetNo DC0 512 6th Street South, SUite 202 Kirkland, WA 98034 (425) 827-5995 Fax (425) 828-4850 Descnpllon Fastener Load Table Job Name Peninsula Colleae Tension Shear JD Description Base Material MIL GA Allowable Allowable Notes 5 Hllti EDS Steel t=1/4 33 20 187 174 C full penetration 43 18 244 227 C d=. 177" partial penetration 54 16 415 428 C ICBO Report #2388 68 14 415 539 C 97 12 415 620 C t=1/2 33 20 187 174 C full penetration 43 18 244 227 C 54 16 440 428 C 68 14 440 539 C 97 12 440 605 C t=3/4 or thicker 33 20 187 174 C Penetration = 7/16 43 18 244 227 C 54 16 250 428 C 68 14 250 539 C 97 12 250 545 C 1" penetration into concrete fc= 4000 psi 20 - 12 187 175 C 1" penetration into concrete fc= 6000 psi 20 - 12 187 187 C 6 Powers-Dnve Concrete fc=4.0ksi 20 311 268 C .215" OIA 1" embed 18 400 349 C 1" embed 16 thru 12 400 522 C 3/4" embed 18 thru 12 270 341 C 7 Powers Wedgebolt . Concrete fc=4 Oks I 20 311 311 O,E.F 1/4" OIA 2 1/2" embed 18 406 406 D,E.F Assume dhead= 5 16 thru 12 640 764 O,E.F 8 Powers Zamac Nallln ( 25 x 3/4" embed) 20 thru 12 241 261 H 9 Powers Spike Concrete fc=3ksl 20 244 311 C .25"OIA 1" embed 18 244 406 C 16 thru 12 244 491 C fc=4ksi 20 284 311 C 1" embed 18 284 406 C 16 thru 12 284 540 C LGM = Light Gauge Metal A - Not recommended B - applied loads may be decreased for wind and earthquake loading per AISI A4 4 C - No increase allowed for short term loading 0- Tension Allowable only may be Increased for short term loading per UBC 1612.3 E - Loads based on ICBO report #ER-5788 F - no special inspection required G - Special inspection required H - Allowab/e loads represent Ultimate Loads/5.0 fastener loads (HI/tI).xls Page 6 j Fastener Loads - SUPPORT DATAl CALeS Assumptions 1) Fy=33 kSI and Fu=45 ksi for 18 and 20 GA 2) Fy=50 kSI and Fu=65 kSI for 16, 14 and 12 GA 3) Fu/Fsy >1 15 33 43 54 68 97 20 18 16 14 12 t (In) o 0346 00451 0.0566 00713 o 1017 DC 7 fy fu 33 36 33 36 50 54 50 54 50 54 dia #8 = 161" dia #10 = .183" dia #12 = .216" AISI - E3 3 AISI - E3.3 AISI - E3.3 AISI - E3.3 UBe 2218 UBe 2218 Beanng Beanng Bearing Bearing d= 3" d= 5" Allow (Ib) Allow (Ib) Allow (Ib) Allow (Ib) Tension Tension MIL GA d= 14" d= .15" d= 215" d= 25" Pullover Pullover 33 20 174 187 268 311 187 311 43 18 227 244 349 406 244 406 54 16 428 458 657 764 458 764 68 14 539 578 828 963 578 963 97 12 769 824 1181 1373 824 1373 use section 2218 UBe UBe UBe UBe UBe UBe Shear Shear Tension Shear Shear TensIon E631 E6.3.2,3 Pullout E6.31 E6 3 2,3 Pullout MIL GA #8 #8 #8 #10 #10 #10 33 20 130 180 57 139 205 65 43 18 194 235 74 207 267 84 54 16 408 443 139 435 503 158 68 14 578 558 176 616 634 200 97 12 984 796 251 1049 904 285 RedHead Redldnve 3/4" penetration Tension = 121514 = 3031b Shear = 1857 14 = 464 Ib fastener loads (HiltJ).xls Page 7 .. Poggemeyer Design Group Made By KN I Date' 3/28/2006 IJob No. 6030 Consulting Engineers Checked by I Date' ISheet No DC 8 512 6th Street South, SUite 202 Kirkland, WA 98034 (425) 827-5995 Fax (425) 828-4850 Descnptlon Weld Load Table Job Name Peninsula Colleqe Allowable loads for fillet welds and flare aroove welds (EQ E2 4-2) Thickness Design E60XX mils / GA Thickness Fy Fu Iblrn 54/16 o 0566 33 36 605 68 / 14 00713 33 36 762 97/12 01017 33 36 1087 54/16 o 0566 50 54 917 68/14 00713 50 54 1155 97 /12 01017 50 54 1648 NOTES: 1 Based on AISI, section E2 2. Use thinnest part connected to evaluate allowable weld loads 3 Values include a 25 Factor of Safety 4 Applied loads may be multiplied by 75 for wind and earthquake loading 5. Values based on a property ration 1.08Fy = Fu fastener loads (Hllti).xls Page 8 , "" Poggemeyer Design Group Made By KN I Date 4/3/06 IJOb No 6030 Consultine En,g1neecs Checked by I Date I Sheet No DC ~ 512 6th Street South, SUite 202 Kirkland, WA 98034 (425) 827-5995 Fax. (425) 828-4850 Descnptlon. Track leg Bending Job Name Peninsula College TRACK LEG BENDING (Allowabl e loads per foot of track) Total allow Mil GA t Fy Ma lateral load (in) (ksi) (in-Ib) per ft (Ib) perft Standard Track 97 12 0.1017 50 621 1655 68 14 0.0713 50 305 813 ~- 54 P2 16 0.0566 50 192 513 P1 @O5" 43 0.0451 33 81 215 @15 15 33 20 0.0346 33 47 126 Total Allow Load = P1+P2 Total allow Mil GA lateral load (Ib) perft Slip Track 97 12 851 68 14 418 ,,~-;;-+ 54 16 264 43 15 110 @1 75" @1 25" 33 20 65 Total Allow Load = P1+P2 Allow Stress = sa = .6Fy Ma=sa I / c c= t/2 and 1= 12 t3/12 Ma = (2)(.6)Fyt2 track leg bend 2.xls ~ 611 Metal Stud/Track properties -------- --- ft-Ib ft-Ib in4 In4 -~--~~- STUDS Mstrong Mweak Istrong Iweak -------- 600S162-43 1391 178 232 015 -- 600S162-54 2315 329 2.86 o 18 600S162-68 3293 410 352 0.22 600S162-97 4727 555 4.79 028 -~---- -- ~-~---~ --~~~ ~~----- -- c---- 600S200-43 1436 268 2.68 0.27 ~--~- --~----- 600S200-54 2503 500 331 033 - f----- 600S200-68 3645 630 4.10 0.40 600S200-97 5377 872 560 0.53 ------ - --- 1.25" TRACK --- I--- ~-- 600T125-43 847 30 1.75 004 ~---- 1-------- -- 600T125-54 1628 60 2.22 005 ------ e--- ---~- -- --- --- -- 1--- ----~ 2" TRACK - -- --- 600T200-43 930 34 207 0.16 600T200-54 1790 69 2.64 020 ---~-- ---- 600T200-68 2426 128 354 0.25 ------ - - ---- -- 600T200-97 3911 318 5.56 035 1-- 3" TRACK ----- --- -1----- 600T300-43 924 35 2.30 0.34 600T300-54 1820 72 2.92 042 600T300-68 2558 136 3.93 0.53 -- -- 600T300-97 4170 351 627 074 --- e--- -- Head LATERAL GRAVITY ---- -- 600S162-43 + 600T300-43 1391 35 Stud Strong 600S162-43 + 600T300-43 924 178 T rack Strong ~---~ 1----- Mstrong Istrong --------- Jamb LATERAL LATERAL 600S162-43 + 600T125-43 2238 4.07 1---- 600S162-54 + 600T125-54 3943 508 DC 10 Section Properties xis STUD DATA 1 -I 1 4" Metal Stud/Track properties ft-Ib ft-Ib in4 in4 1---- STUDS Mstrong Mweak Istrong Iweak 400S162-43 803 175 0.89 0.13 -- 400S162-54 1331 323 1.10 0.16 1---- -- 400S162-68 1886 400 1.35 0.19 I--- - -- f-------- 400S200-43 839 264 1 05 024 ~-~--- -- 400S200-54 1448 492 1 29 0.29 --------+--- -- 400S200-68 2119 614 1.59 035 ---~~-- - I =-= - ~~--- ---~ I---------~- 4008200-97 3097 822 215 046 ~--~---- --~----- 1.25" TRACK ~---+-~- 400T125-43 464 29 0.67 004 ~-~--~ 400T125-54 895 58 0.85 005 2" TRACK -- 400T200-43 511 33 0.08 0.15 ----- _. I 400T200-54 990 67 1.04 0.18 I--- I 400T200-68 1369 123 141 023 ~---t 3" TRACK 400T300-43 537 34 090 030 1------- 400T300-54 1139 70 1.16 0.37 400T300-68 1443 131 1.59 0.47 1-------- c-_ 400T300-97 2429 337 26 065 Head M-LAT M-VERT 1- LAT I-VERT 4100S162-43 + 400T300-43 803 34 089 0.29 Stud Strong 4,oOS162-43 + 400T300-43 537 175 090 0.13 Track Strong __~J 1-- __ 4:00S162-54 + 400T300-54 1331 70 1 10 0.37 Stud Strong 4:00S162-54 + 400T300-54 1139 323 1.16 0.16 Track Strong I _. I Jamb M- LA T 1- LAT 4008162-43 + 400T200-43 1314 1.70 I 4p08162-54 + 400T200-54 2321 2.14 I I I ~ DCII Section PropertIes xis STUD DATA ... L l 8" Metal Stud/Track properties --- -l -------- ~~-- 1n4 in4 ft-Ib ft-Ib -- STUDS Mstrong Mweak lS!rong Iweak 800S162-43 1907 179 463 016 ----- --- -----~ --- --- - 800S 162-54 3489 331 5.73 0.19 -- -- ~------------ - 800S162-68 4964 414 7.09 0.23 I -- -- 800S200-43 2128 269 5.30 029 --- ---~- 800S200-54 3684 502 6.57 036 ~ 800S200-68 5437 634 8._~ -~~ -- ----- --- 1.25" TRACK ---- --- - ----- --- - 800T125-43 1217 30 360 005 -- 800T125-54 2398 61 475 006 2"fRACK L - -~ --- 800T200-43 1219 34 4.89 002 - ---- I---- 800T200-54 2399 70 5.35 022 --- 800T200-68 -- 800T200-97 3" TRACK +---- --- - ---~- -- -- 800T300-43 1216 36 4.66 0.36 -- -~-- 800T300-54 2423 78 628 0.67 -- 800T300-68 3863 142 816 0.84 ---~ ~-~~ 1----- ~- 800T300-97 -- Head M- LA T M-VERT J- LAT I-VERT c--- Stud Strong -- -- f--- Track Strong -- - -- Stud Strong f---- Track Strong -- -- Jamb M- LA T 1- LAT 1----- D[,/2. Section Properties xis STUD DATA I I I I 12" Metal Stud/Track properties ft-Ib ft-Ib in4 in4 - -- STUDS Mstrong Mweak Istrong Iweak ---- 1200S162-54 5049 91 332 82 1573 0.21 1200S162-68 7367.74 416.88 1952 0.26 1200S162-97 13285.38 569 39 26.97 0.33 ~~- 1200S200-54 5347.33 505 05 1766 0.39 1---------- --- 1200S200-68 8146.23 638.99 21 95 0.48 ~--~ -- -------- --~~ ----- 1200S200-97 1457435 894.74 3042 064 ----~~ ----=- -.J _~ ----- -- 1.25" TRACK ------ ------ 1200T125-54 3398.76 61.85 13.12 0.06 --- 1200T125-68 5429.45 11006 16.80 0.07 2" TRACK 1200T200-54 3506 94 7085 15.01 024 ~~~~ 1200T200-68 558867 132.79 1939 029 ------~-- I 1200T200-97 10881 29 333.45 2893 041 I -T 3" TRACK 1---------- ------ -- ----- I -- ---- --------------- ---- r-- I -----r- 1--- I -- --- I----- ------ ---- -- ~--- -- -- ------ 1--- ~ DC 13 SectIon Properties.xls STUD DATA ... w Si~. 5 j;: ~ ~. :c.l o ~; ~ i; z :5 (G) S S6-POOG# pafoJd alElS 1.3S OIS 8NIG1lnS A8010NH831. ~ 38N318S 3831108 V'lnSNIN3d 5 !~ llhn - - ---@ , ~ ~ ~ ~ -~ ~ ~ ~ : - - - - - - - - i - - - - - - - - - - - - U U ~U - U -. h - _;Uh_ - U -@ i , ~ , ~ , U _ _;U _ _ h U _ @ , o 0C0~ 0: , ~,0 0 " , " , , ' , ' , ' , ' , ' , ' , ' , ' :: i :: ~ , ' , ' , ' , ' , ' , ' , ' , ' , " , : ~ ~0 - , " " I " " ; " I " I I ; " I " " 0) ~0~ , @': 0ll____ o .~ i~_ diE 0Uh L ."i I:, ~i~ o - __.U -~~ fH I :~ e- 'U_: - ~I @-- . @-u__~ <= <= ~iL_1-- , 8 , , @ e e ~ i ~ ; ~ ~ g l . . e i ! c ~ . - ;;;; ~ Ii . 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SE~~,~ @ TECH \\1NG 0) __-L_-~"::L':~':"': -=-: .,-:"'=""="';fo ;::.,&~- L - - - -,f/#.-$- ...,~ 011 Ulorn" [u'~=/"'7.V15 - ~ATt 6" xni ci- - - - -I~i~~ 5OO~nJ'ilOC 'OO$U1o.lICt.n-oc. 5OOf1>>4JIl'P 11lWGS'l21JI€II(p fll600S1illl KiOTOOlJ''''' - - - - - - - - - - - - - ~~-. - - - - - - - - -IOcoJ~-$- PUT[I"Xli'UCA. 6OOSlil41.Q"OC lllOm1UlNCtt1Tllt. - - - - - - - - - - - - -IJ,-Iy 6OlIIl!lOUIlP IttIoOOS1il(]t(.o.:Jl , , , , , , , , , , lIlIl1ol.1!O'0fC) '''' WOlIIlAYOtCU! ~ - - - - -Q':!~\~" Li'LTYP WAll, SECTION @ NORTH OPENINGS ~ ~ :-~ , cllllr~ 011 010177"' 0I0l1'OWU l:IlIVt~ """" lDlISl<lr OlIlllO.! lXAPOtI(ft: PlIOVQ:M'lIOIT[I.(105lJ1( A1S(l"fllllP -, , , , , , , , , LMNARCHfTECTS tcI'SlCOfoIlAvrOUSUlfloOl SCAHU '_lCJl!ll!1CW l1lUIQ.J.l1lO rUl'31~ .:.:.::.:.::.:,---fu'~~~ , ... - - - -,f:". -i.if ,':"n;...-c,,- - - - -tJ's41:. 5lXISI62U.\Z"oc 400 SU14JIIIAC(.lTOC 50010043111' fll&OO S1il UI{Ir({R Cdstfm --- -- -~- I I - - - - - - - - - u~~-$- - - - - - - - - - - - -,;~~. IHI('''6"l1llCA. 6OO5II11U'1l (l.C lOOSIJ74lllllllC(l120C - - -~ 1~-4l-1; - - - - -llf,.." ---- "'~$'"~ ---~- ) I " -fl~_ :~~ - - - - - - - - _rr5r~~f:. :. :- ~l!~l~~ - - - - - - - - - - 134'1[," . .~ @ :.:r:.WAU. SE~:I~.~. @ SOIJTH OPENINGS IU'Vr.jltl.""..."'_'...........,.. (9 Z......... -N 0- =!(O :JI.(') (00) >-...r (90 WO~ (9..J::t:I: WOt) ,Z a> .....I.~ ..JOO Ow Ci Or-a> :::5oesN :JWCI) Cl)0r- ZZW -WCI) Z-O W() D..(f)CD \) \ I ~ -- !lLM!1-D....-~ _ tu..D _ I!l.XL- I I i. , \ ! ! , I' (\ ~ WALl SECTIONS TECH BUILDING ..- iiUOi A411 ~ ~..~ " 9 I---~ rr< i~; - -1}~lfA~ "'"'''''''' - "- - - - - - - - - - - - c'Illfscrm-$- 1lSII,~rJl[Wtll; N<<ISllllKE liE.Il.ITl' E1[N1'LJTIJ~II!C.\ - - - - - - - - - - - - lC~~-$- ~0lI13lnI77" ~~~ ORmCl17"lltI. ~(:m(H.lM:ilI;JI5 IQ"OC - - - - - - - - - - - -flJ'!.:J.I-$- ~~[~ CD.l.UIlI(l'l;lCl : ~=:~ :;TEY 5~v-(.1 Q 1YP WAll SECTION @ SCIENCE I'o1NG 11' 'a' I'Stso-al lltI.~=J~ OlIUlQl1 IM.POWlR: o ---ro~'" t. - - - -if!c-$- l2l500S1i2U 6O(lTtlO-4l11'P - "....-,. l~U.r - - - - - - ii~i~" "LAIE ""11 C,l. _51514),11"0..( .OOS\J1'JIlAIC{'!1"OC - ~ - ~ ;~H-T~ - - - - -~'l:J.r" C1l500n741IVllR -'- " :' " ., " " " " :' .' ___(/'.!l'~~~ {, J ;-----@ Q;) 1YP WAll SECTION @ NORTH OPENINGS ~ ,0- Rso.ol 0D = = = = = = = =., - - - fo~A:(. L.----T~~r$- - - - "P!.ii(ili"li cA. - - - - -IJ~l~t~ 6005'67')'17'"0( .lIOSIl7'JIfl.lC(1110C - - - - - - - - - - - - ~lI8-SliTI'~ 600 TI)(I'J1l'P 121600 5'6' UI<(.I((R _m__~_\ ...... ~21BEY(J(l " . l2l6llllSt;I4J liOOIl5O-UTlI' - - - - - - - - - - - ii:~T'f-$- P\.At[li"l'"JIIIU 5OOS1i'U.QOC f(J(ISIJ1.JlIlla'1TOC - - - - - - - - - - - - -II;'!':;, ~ IlOOll'5oO-Ull'l' mLOOS1i7IJIt:Jt:VI )-@ '"""" ;:':1 . lIlll ~fI(l'tNI Q;) 1YP WALL SECTION @ SOI1TH OPENINGS r. rr lIV~ rul"".............'oCO_r........ItOOK... r LMNARCHI1ECT:!: IIOI5[COlCl.l'nUSU1[~ SUITU: W.lSlKlllN 9II1lO iCIUU.J050 rg~J'Jft8 (!) z_ -('I 0- :::!CO :::>L() COO> >-..J. e>:CV 0,0, w ('I' (!)-l=t:l: Wo- -lzg -l I .~ Qoe OWe. <(1-2 -l~2 ::>woo enol- zzw -wen z- woo o..eniii \) 1_0 I ~ ..... 1l...1W1....-11...-~ _tl..U'_~ WALL SECTIONS SCIENCE BUILDING \'\ \Jl .- ... "- o;:;r- ......rIIN -.. -- - A412 ~ ~~! o a i ~ ~ ! I' . () g . ~U ~ z :IE ... _....---~"71:'i1o!1Cn3........_ . . . ~I ~ L~ > . ;; . S ~. mhe ~] l~ I!!!! II~; , ~ ' d~!!!!!!d~~ IIh!! :i GG (Z) 8 S6-1700Z# pafoJd 8lelS 1.3S GI8 8NIG1lnS A8010NHJ31. ~ 3JN31JS 383110J'v'lnSNIN3d !5 !< ~----____hh - - ---~------ ------- ------ _Iil lEi ~J-- ----------- <s - m ~ ~I ~. ~ ! ~. il g g m~ sg ~. ~ ~ ~~ s: ~~ .~ ~ I .. ~ , , , , , .: ,0 51- j,:: .,~ .,~ ~ . ~ ~ . . . . i ..... . ;; . ~l ~ ilvHv ;v sg ~ e d' ~e fl ~a e .W -@ r' >- 0: ~ ~ i5 . l"" " ~ o i= 1Jj ;:i ~ ;<~ ---- --- - -- ---------- --- --- I ! ~:\ @}----------; - - , , 4--h------'@ e - - - - - - - ~ - - - - - - - - - - - - - -~ - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o o L ~ ~~ ~!~ ~ ,@ ~ Wi! ii~ W. ~ ----------------------------- ----------- ~ ~ ~~ ,,~ o ~ ~! " Made by I<tJ Date 3/ 24/00 Job No GO'3D POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 C 7 (425) 827-5995 . Fax (425) 828-4850 DesCrIption SeCT 10 V.J \ tt Z Job Name ?f;N I N ~l.tt l..A CoLLEGE S'OFf t! o 1/ 11701 REF~ A20l, %302) /A413) ) 5202- 05/ /A30f. DL::: 10 PsF LL::- 4D PC;-f g' f-~-i L--..-."_._~ ~ ':J -51~GL.6 SPAN ~:-o eND toAJNSC-IIO~ p:; t5oP5f ( '2' X 4') ~ 4Vo:tf (j) ~N SID t\) A L.-LDW A t3 L-t: -;;:- G /5 # > 40D -# O/C--. (D Sl-ltA~ AL.L.~BL..t:: ~-, Iq4~(3) = 5g'2Jf>4&1J# a- uc;;r;: L. 112 x /'1.'><: ~ 4 M wi (I) r]) 10 CotJ{, (9) CD 10 ~TU D Wtt81-t: {3/,0 SPA ~ tVlLD wlJAJELllo!J, r ~ 60psr ('2!x 3') -;;- BfJ(} 4t cZ) TtJJ510tJ ALilUJABC:: 6/5 (2) :: /230#- > '3904[- OK CD SHSA~ -AlLMAP->lt-;;: /04( 5) ~ 070# > 8&O~4 or. U5e 4001(1.-5 ~64(vJ WI (2) (Z) 10 Cov [ I (5) 0) 121 51L4D. I Made by I<W Date '8/2 7/0~ Job No ~()~O POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No C 8 5i 2 Sixth Street South. SUite 202 . Kirkland. WA 98033 Description '5&CTlfJlJ I ~L ! (425) 827-5995 . Fax (425) 828-4850 Job Name ?EtJltvSU L.A Co(...lMr~ '70FF II LATe?AL loA D<; , I ~ k,," SfI1 /C.. fo R c;e; I f::: 0, 4q G ( ! 0 (0 f1f) rS;::: 4,90 (4'x 1'2') 41y>< 201 -;::. 4t q~ pSF ~ 2.4'04:f ";:.- 4CW# (1) 5HrA~ Al..UJVJA8LE -:::: 19441(9) :::- 5' $'2"* > 4~V''' OfC ... 1986 AISI Specification w/1989 Addenda DATE: 3/27/2006 G 9 PENINSULA COLLEGE - Section 1 - Soffit SECTION DESIGNATION: 600S162-54 INPUT PROPERTIES: Web Height :: Top Flange:: Bottom Flange :: Stiffening LIp:: Punchout Width :: 6.000 In 1 625 in 1 625 In 0.500 in 1 500 In Steel Thickness:: 0.0566 In Inside Corner Radius:: 0 0849 In Yield Stress, Fy :: 50.0 ksi Fy With Cold-Work, Fya:: 50 0 ksi Punchout Length:: 4.000 in ALLOWABLE CEILING JOIST SPANS INPUT PARAMATERS Uniform Load:: 50 0 psf Deflection Limit:: L/240 o 75 Factor For Wind or Earthquake NOT Applied Beanng Lengths for Web Crippling. End Condition :: 1 0 in Allowable Shear and Web Crippling Based on Unpunched Web ALLOWABLE CEILING SPANS - SIMPLE SPAN JOIST SPACING MECHANICAL BRACING AT: NONE MID pt THIRD Pt 12 In 9' 8" 13' 6" 15' 6" 16in 8' 11" 12' 6" 14' 1" 24 in 8' 0" 11' 0" 12' 3" ~ 1986 AISI Specification w/1989 Addenda DATE: 3/27/2006 G/O SECTION DESIGNATION: 600S162-54 PENINSULA COLLEGE - Section 1 - Soffit INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6.000 In 1.625 In 1 625 In 0.500 In 1 500 In OUTPUT PROPERTIES: Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of InertIa for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Steel Thickness = 0.0566 in Inside Corner Radius = 0 0849 in Yield Stress, Fy = 50.0 kSI Fy With Cold-Work, Fya = 50 0 kSI Punchout Length = 4.000 in 3.0326 In 2.8604 in^4 0.9279 in^ 3 231510 Ft-Lb Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) 3 0000 In 2 8604 1n^4 o 5563 1n^2 22675 in Section Properties, Weak Axis Gross Neutral AxiS (Xcg) From Web Face Gross Moment of Inertia (Iyy) Radius of Gyration (Ry) Effective Section Modulus (Syy) Effective Neutral Axis (Xcg) from Web Face Allowable Moment (May) 0.4136 In 0.1804 in^4 o 5695 In 0.1319 1n^3 0.6640 in 329.03 Ft-Lb Other Section Property Data I Net Area at Punchouts . Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5-2 0.4714 in:-2 1.8931 Ibltt 264801 Ib 191981 Ib 7998 Ib Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) St. Venant torsion Constant (J x 1000) Warping Constant (Cw) Radii of Gyration (Ro) Torsional Flexural Constant (Beta) A,"owable Web Crippling Loads (Ib/web) 1 OOin END BRNG Cond 1 Cond 3 ~lngle Member 639 442 Back-to-Back 1390 610 Runchout Reduction 0 919 -1 0715 in 0.5941 in^4 1.3178 in^6 2.5718 in o 8264 3.501n INT BRNG Cond 2 Cond 4 1496 1325 2170 1900 0955 ~ 1986 AISI Specification w/1989 Addenda DATE: 3/27/2006 C 1/ PENINSULA COLLEGE - Section 1 - Hanger SECTION DESIGNATION: 400S162-43 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = StIffening Lip = Punchout Width = 4.000 In 1.625 In 1 625 in o 500 in 1 500 in Steel Thickness = 00451 In Inside Corner Radius = 0.0712 in Yield Stress, Fy = 33.0 ksi Fy With Cold-Work, Fya = 36.3 ksi Punchout Length = 4.000 in ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length = 4 ft 0.75 Factor for Wind or Earthquake NOT Applied Member Configuration. SINGLE MEMBER TOTAL ALLOWABLE AXIAL LOADS C1b) WEAK AXIS MAXIMUM CONCENTRIC LOADED BRACING KL/r LOADING THROUGH WEB NONE 79 3400 1559 MID Pt 40 4031 1697 THIRD Pt 30 4141 1713 I I iPOGGEMEYER DESIGN GROUP I Consulting Engmeers Northwest llIvislOn 512 61th Street South SUIte 202 . KIrkland, WA 98033 425 827-5995 . FAX. 425 828-4850 Job Nate Peninsula College Made by JG Checked by K N Description SECTION Soffit Ref A201, Date 3/27/06 Job No Date Sheet No 6030 crz L 1 S"x1 S"xS4M w!(!JCDto Cone (3)U)to Stud 5/A301, 2/A302, 1/A413, A701, S202 400T12S- 54- w/(2J(j) to Cone (3)(j)to 5tud 4005162-43 at 24" 0 e >< o ::2 4005162-43 at 20"0 e (Mln 2 Each Area) lO - I rv; '-- L1 S"x1 S"xS4M wID at Each 5tud '-= 6005162-43 at 24" 0 e WI (3) CD Each End 8'-0 Max 4005162-43 at 20"0 e (Mm 2 Each Area) L 1 S"x1 S"xS4M w/(!JCDto Cone (3)(j)to Stud 4005162-43 ot 24" 0 e L 1 S"x1 S"xS4M w!(!J(2)to Cone (3)U)to Stud 6005162-43 at 24" 0 e VIEW A-A Mil GA NTS 33 43 54 68 97 20 18 16 14 12 U I- I I So ffi t ~ POGGEMEYER DESIGN GROUP Consulhn!! En!!ineers Northwest Di'VislOn 512 6th Street South SUIte 202 . KIrkland, WA 98033 425 827-5995 . FAX 425 828-4850 Job Name Peninsula College Made by JG Checked by K N Date 3/28/06 Job No. Date Sheet No 6030 C/3 >< o ~ L 1 5"x1 5"x54M w!(U CD to Cone (3)(j)to Stud DescnptJon SEtTION 2 SOFFIT Ref A201, 5/A301, 2/A302, L 1 5"x1 5"x54M w!(2J(J) to Cone (5)(1)to Stud 1/A413, A701, S202 L1 5"x1 5"x54M or 400TS162- 54 w!(2J(J) to Cone (3)(1)to Stud to I "" 600S162-43 at ~ 24" 0 e W/ (3)C]) "- Eoeh End ~ L 1 5"x1 5"x43M W 1 at Each Stud 8'-0 Max 8'-0 Max 400S162-43 at 10'0 e (Mm 2 Each Area) L 1 5"x1 5"x54M w/(1J CD to Cone (3)U)to Stud 4005162-43 at 24" 0 c L 1 5"xl 5"x54M w/(L2CVto Cone (3)U)to Stud 6005162-43 at 24" 0 c VIEW A-A Mil GA 33 20 43 18 C) sorrl T 54 16 68 14 NTS 97 12 I Made by KN Date 3/28/06 Job No 61J'80 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No GI4 512 Sixth Street South, SUite 202 . Kirkland. WA 98033 I (425) 827-5995 . Fax 1425) 828-4850 Descnpnon .;?G.CIIOrJ ~ Job Nate ?'6tJ I tJ $ U LA CoL.LtSiX6 Ref. A10l, 'YA 302- l~~ ) A41S ~ "tOl J :-n 1To'P Co~ tvE~ 11 ofJ I U) :: 40PSF (1~2) =- 59 ~ 53 ~ ( 2 ~ \ 1< \ '::- -- - . I. I G 7 - 2,33 / ~(/,lh7) ;:;- - OJ '3 #- @) SHeAR Au..&WA8~e ~ ) GO#- > "13.:Ji ofC- use; 4DO S 162 -- 43 w/@ AT I~/o.c, To Cv~Cr T1 0 {V1 6u {\J(U R'2- S3*Y1 ( ) 'L "" Z{I/67) 3,S' - 2rgD~ .< 605 % D~ USE 400.'5 162 ~ 54 wi III Wt:-L.,O " T UI/4- (,Ib' - 3~b If I 28 2.33 .. POGGEMEYER DESIGN GROUP COllSultm!!' -En!!'l!leers Northwest DivisIOn 512 6th Street South SUite 202 . KIrkland, WA 98033 425 827-5995 . FAX 425 828-4850 Job Name Peninsula College Made by JG Checked by K N Date 3/29/06 Job No Date Sheet No 6030 CIS Descnphon SECTION 3 Drop at Stair Ref A2C>>, 2/A302, 1 &2/A413, 5020 I 400T150-43 J W/(j)A T 16" 0 C ! To Concrete ~i 4005162-43 -.lli AT 16" 0 C : STEEL BEAM BY OTHERS ~ LEVEL 2 '" < , ~ /.; ~ ., " o ::!' <0 I ;.,.., I- .i 4005162-43 AT16"OC W/2 CD TO STEEL BEAM AND (2)(])TO STUD 400T150-43 W/(j)AT Each Side Mil GA 33 20 43 18 CD Drop At St 0 ir 54 16 68 14 SCALE 1/2" 1'-0" 97 12 - - Made by I<U Date 4/3) 0 b Job No 60w POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No CIG 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 DeSCrIption S€CT4- Job lame PSt-.) I tJ<SU LA Coll66f 16tH, BWLDiU~ W A ~L- ~ I 1/ ~I 1A-'2fJ3 I A301 ) /A4/1) 'SUJC-, $7-03, 2' >- GoO 5 (b 2. - 68 AT I b II SEe PRllVr our 1U&>'7 Pu \4. 0 '> lop CofLJ NCC71 (JIJ 2' Ww= 40PSF (/6) - 53 *Y; LUp-:' 7/PSF (16) - 05 0/, - P i)J :;:-. 53 ry; (7') -- 373'] .... Ff ::: 95~ (2) - Iqo - 502# ~"L T' X - ED IJ I It LL/MA} If [3 LE r; 75 # > 5 G 2.# or DSL5 AlLeWBLE 70q # '> 5bZ-.t:t or:- B 7/()(V1 6JAJIJ I W ~ 5:3#/ (~) =- er80 # B/ 5/-1EflR /)U.&tflJI7Bu; := 616 '# '>4-80-# O~. .. Made by ktJ Date 4/3/06 Job No 603"0 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No C./7 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (4251 828-4850 Descnptlon see T( 010 4- Job Name PnJ I tJ5lA LA ColLE:6fE: 10 p T f24 f3t( w ~ l 07 PSF (~I) - rY) ~ 3-04#;1, (1,33') 1-- _ ~ ~~7/ (Yl ~ ~ /f. (, 7 4~ z/40/, q 1?.Jt: ~ ) 507'> 4gH'-1 o~ USE- 600 T /25 - 4-3 ~ 1986 AISI Specification w/1989 Addenda DATE: 4/17/2006 CIB Peninsula College - Section 4 - Level 2 Wall SECTION DESIGNATION: 600S250-54 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6.000 in 2.500 in 2 500 in o 625 In 1.500 in Steel Thickness = 0 0566 in Inside Corner Radius = 0 0849 In Yield Stress, Fy = 50.0 ksi Fy With Cold-Work, Fya = 50.0 ksi Punchout Length = 4.000 in ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY . INPUT PARAMETERS : Applied Lateral Load = 40.0 psf I 0.75 Factor for Wind or Earthquake NOT Applied Allowable Shear and Web Crippling Reduced for Web Punchouts I End Bearing Length for Web Crippling = 1 in ALLOWABLE SPANS - SIMPLE SPAN STUD DEFLECTION LIMIT SPACING Ll600 Ll480 Ll360 12 in 13' 6" 14' 6" 16' 0" 16in 12' 3" 13' 2" ~ 24 in 10' 8" 11' 6" 12' 8" NOTE: Wall Heights Assume Full Support of the Compression Flange, (Sheathing or Mechamcal Bracing). .. 1986 AISI Specification w/1989 Addenda DATE: 4/17/2006 CI3 SECTION DESIGNATION: 600S250-54 Peninsula College - Section 4 - Level 2 Wall INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6 000 in 2500 In 2 500 in 0.625 In 1.500 In OUTPUT PROPERTIES: Effective Section Properties, Strong Axis Neutral AxiS from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Steel Thickness = 0.0566 In Inside Corner Radius = 0.0849 in Yield Stress, Fy = 50.0 ksi Fy With Cold-Work, Fya = 50 0 ksi Punchout Length = 4.000 in 3 2073 In 3 7643 1n^4 1 0688 In^ 3 2666.71 Ft-Lb 3 0000 in 3.8192 1n^4 o 6695 1n^2 2.3884 In Gross Section Properties of Full Section, Strong Axis Neutral AxiS from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) RadiUS of Gyration (Rx) Section Properties, Weak Axis Gross Neutral AxiS (Xcg) From Web Face Gross Moment of Inertia (Iyy) RadiUS of Gyration (Ry) Effective Section Modulus (Syy) Effective Neutral Axis (Xcg) from Web Face Allowable Moment (May) o 7594 In o 5624 1n^4 09165 in 0.2772 in^3 1.1359 in 691 52 Ft-Lb Other Section Property Data Net Area at Punchouts Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use In Interaction Equation C5-2 o 5846 in^2 2 2783 Iblft 264801 Ib 1919.81 Ib 8907 Ib Torsional Properties Dlst from Shear Center to Neutral AxiS (Xo) St. Venant torsion Constant (J x 1000) Warping Constant (Cw) Radii of Gyration (Ro) Torsional Flexural Constant (Beta) Allowable Web Crippling Loads (Ib/web) 1 001n END BRNG Cond 1 Cond 3 Single Member 639 442 Back-to-Back 1390 610 Punchout Reduction 0 919 -1.8890 In 0.7150 1n^4 4.1460 1n^6 31800 In 06471 3.50in INT BRNG Cond 2 Cond 4 1496 1325 2170 1900 0.955 .. 1986 AISI Specification w/1989 Addenda DATE: 4/3/2006 C2.0 Peninsula College - Section 4 . SECTION DESIGNATION: 600S162-68 INPUT PROPERTIES: Web HeIght = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6 000 In 1 625 In 1 625 in 0.500 in 1.500 in Steel Thickness = 0.0713 in InsIde Corner Radius = 0 1069 in YIeld Stress, Fy = 50 0 ksi Fy With Cold-Work, Fya = 56 6 kSI Punchout Length = 4 000 in ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY INPUT PARAMETERS Applied Lateral Load = 40 0 psf 0.75 Factor for Wind or Earthquake NOT Applied Allowable Shear and Web Crippling Reduced for Web Punchouts End Bearing Length for Web Cnppling = 1 in I ALLOWABLE SPANS - SIMPLE SPAN I STUD DEFLECTION LIMIT SPACING Ll600 L/480 L/360 12 in 13' 2" 14'2" 15' 8" 16 in 12' 0" 12' 11" ~ 24 in 10' 5" 11' 3" 12' 5" NO TE Wall Heights Assume Full Support of the Compression Flange, (Sheathing or Mechanical Bracing). .. 1986 AISI Specification w/1989 Addenda DATE: 4/3/2006 G2\ SECTION DESIGNATION: 600S162-68 Peninsula College - Section 4 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = StIffening Lip = Punch out Width = 6.000 In 1 625 In 1 625 In 0.500 In 1 500 In OUTPUT PROPERTIES: Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Steel Thickness = 0.0713 In InSIde Corner Radius = 0 1069 in Yield Stress, Fy = 50 0 kSI Fy WIth Cold-Work, Fya = 56 6 ksi Punchout Length = 4.000 In 3 0097 In 3.5247 1n^4 1.1655 in^ 3 3293.19 Ft-Lb Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of GyratIon (Rx) 3.0000 in 3 5247 In^4 0.6930 in^2 2 2552 In Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face Gross Moment of Inertia (Iyy) RadiUS of Gyration (Ry) Effective Section Modulus (Syy) Effective Neutral AXIS (Xcg) from Web Face Allowable Moment (May) 0.4129 In 02177 in^4 0.5605 in 0.1644 in^3 0.6019 in 410.28 Ft-Lb Other Section Property Data Net Area at Punchouts Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use In InteractIon Equation C5-2 Torsional Properties Dlst. from Shear Center to Neutral Axis (Xo) St. Venant torsion Constant (J x 1000) Warping Constant (Cw) RadII of Gyration (Ro) TorSional Flexural Constant (Beta) Allowable Web Crippling Loads (Ib/web) 1.001n END BRNG Cond 1 Cond 3 Single Member 1031 725 Back-to-Back 2068 1025 Punchout Reduction 0.918 0.5861 1n^2 2.3582 Ibltt 5362.40 Ib 388774 Ib 11118 Ib -1 0607 in 1.1744 in^4 1.5956 in^6 2 5544 in 0.8276 3 50in INT BRNG Cond 2 Cond 4 2308 2258 3284 2997 0.955 I Made by KtJ Date 4/ J( Db I POGGEMEYER DESIGN GROUP Job No GD'30 I CONSULTING ENGINEERS Checked by Date Sheet No C. 'Z. "Z. 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 DescnptJon Sf;: c:rl 0 fJ 4- Job Name PftJ I tJ5U l-A Co t..L.- e G-t .t A ZO?J, A301 } ~411 } %431 ) S WI) S20~ ~~rm BD6-E ) fl.-ATE By OTHERS 1YF, 6tt? T 12-5 - 4-2> Wi (l) 00 EA I SIDE r'/P. Top €f BorT6M. l2/tOf ',1y- D , ' , ~ N DRiFT CUP DLSB G()() V/(2.) HllTI X-ED~I22P&' To STEE I- EDG-E x ~ ~ ~ 680 S25Q- 54 AT IG"O,.{" ~\ '1- - ~ ~ - \ ~ ~~ 3 S \D€.S ~V6/.,. ~ Q) " ~ 06" CUP 3AJ5 wi &) HIL TI X-EDtVl '22P8 To S,[EL eoCf~ ~ L~@ To STL-fD @ t;fL "ON. .. Made by KtJ Date 4/3/0b Job No (,030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No C.2~ 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 DeScription S~LTI 0/0 5 Job Name P [JJ I ~ StA L..A Cou",~&t. TEtH , eUI/...DlkJ6 W,+l..L, 7, <3/, '\-J \ ), It 1.03 / /A?t?/ J /A-4/) / ;tLCi-'33 I S 70 Z. I $ 203 H = /3,251 - 0,75 - 12.5) IOf WIJVECT/OtJ UJ ~ 40P~f (G,5 I) = 2GOf; 68M SUPTRA-tK AlUMiJASlL-=. 41'2?;tr >'2~#;1 of< @ AL~l6 -::: 690 ->> '/ 2U;.fI-. O~ USE (;; ~ /VI 51-1 P TIe)) C1< Wl@ AT Ibtl To }4.EC6E It, SorT Din W ~ N t:C r I VAJ 54(;1 (R!tC~ A LL&W48L6 5/3Y1' >Z6if1/r oK @ A LL&-W/\ ~l f ~ I 8 S/ :;: 370 #- > 2t?V.tr or:. /0,5 U5G bt90 TI?-S~ 54- wI @J It T G II To CoIJ{,; ( ~ A LLl91J)A/?)L& ::: 5Zy((J v ~ '3 qz. ~ > 200 .il OK F Of( (j) A 1 I b 1/ I Made by KtJ Date 4/4/00 Job No 603-0 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No 512 Sixth Street South. SUIte 202 . Kirkland. WA 98033 C,Z7 I (425) 827-5995 . Fax (425) 828-4850 Desmptron ?~C-T1O~ ~ Job Name P~tJl tJ SU L-A Wt,/.,6Ge ~Clel)a Bu ILVI vCr UJA-LL 1 4/ V 3} ~r:ff 11'2.0 I, I jA30l, /A412- I /A431 I SZ.Ol, S 2.03 . ~()f 2' 6fJO S /62 - 6 gAT / ~ II /41 LeveL 2 I 7:op wtvlJ[(TloJJ 4' , W :: I07fsF (2 ') ::: :2/4 tt;; /Y)::. 2ItPV~)L :;: 428 -# ~I <') <:.... ;n tt =: 3297: -- / 9 7:2:11 -I '7 42 g if -I 01<-, -- r;B ,r /, G 7 ?T -- 7/fSr(21) I?/I;:: /9D# f 8 == 40PSr ( 7 I) ! (; II:: 374 563# X-EDNI TEAl. IfLLiMA8Lt :; 41s( -z) ::. 830#;> 563# ofC DSLB DRIFr CLIP A LL/9WIJIELE = 7q~:/I > 5-63.# ot: . LISE DS L8 - 6&0 AT EIJCI/ S7/1J) w/C2) fllLil X - EDIV/ POWDeR !7cTtlIJ-TEI) Df-Il/E TO ~" 57ft/.-- ED6E PLlfTE. '- Made by KtJ Date 4/4-1 Ob Job No ft:;030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No c.zg 512 Sixth Street South SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 DesUlptlon <7rt/TIVV (0 Job Name f~~ I ~~L( LA Go l-L6GG WTIOM CoNN ~~ ;10'0 l)J:: 40?SF ( Ie/I) -- 53.#/1 {Vl:::- 63#/; (4'2'- _. 42 tf #---1 - 2- IYI ~21-V ::: /072 ,fi-I> 42q.Jt-/ OK . G~&t ::: /1.67 53 #/1 .1J R:::= II ()8) 1. _ 6/3'ff 8 2//4') X . E [) N I TeA) S! 0 u A L[:: & 30 .If > b /3 :Ii tC'K @ SHElf R A LtfPW ABLE =: G I b (2) -- 12:3 2- 'It > 6 /:3 -# OK. USE 54(}1 CL)f WI (2) HI/... TJ 'f ~ [D N) T() !4 JI Srct:L 13DM- PCATE BOT10tYl tRflC1( W::: 40PSF (4i ) -- 1&0 '11 Ibo-1J0 (J -33) Z ;;;: '35!- - } g 84-7/ _ 507 #0-/ / 35 oIfp/ OK /;'b7 lASe. G(}tJ T /25 - 43 M ~ ;J1 tL ::: 43 1986 AISI Specification w/1989 Addenda DATE: 4/17/2006 C:-Z0 Peninsula College - Section 6 - Science Bldg Wall SECTION DESIGNATION: 600S250-54 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6.000 in 2 500 In 2.500 in o 625 in 1.500 In Steel Thickness = 0 0566 in Inside Corner Radius = 0.0849 in Yield Stress, Fy = 50 0 kSI Fy With Cold-Work, Fya = 50.0 ksi Punch out Length = 4 000 in ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY INPUT PARAMETERS Applied Lateral Load = 40.0 psf 0.75 Factor for Wind or Earthquake NOT Applied Allowable Shear and Web Cnppling Reduced for Web Punchouts End Bearing Length for Web Crippling = 1 In :ALLOWABLE SPANS - SIMPLE SPAN STUD DEFLECTION LIMIT SPACING L/600 L/480 L/360 12in 13' 6" 14' 6" 16' 0" 16in 12' 3" 13' 2" ~ 24 In 10' 8" 11' 6" 12' 8" NOTE: Wall Heights Assume Full Support of the CompressIOn Flange, (Sheathing or Mechanical Bracing). .. 1986 AISI Specification w/1989 Addenda DATE: 4/17/2006 G 30 SECTION DESIGNATION: 600S250-54 Peninsula College - Section 6 - Science Bldg Wall INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = StIffening Lip = Punchout Width = 6 000 In 2 500 In 2.500 in o 625 In 1.500 In OUTPUT PROPERTIES: Effective Section Properties, Strong Axis Neutral Axis from Top F,ber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Steel Thickness = 00566 In Inside Corner Radius = 0 0849 In Yield Stress, Fy = 50 0 kSI Fy With Cold-Work, Fya = 50 0 kSI Punchout Length = 4 000 in 3.2073 In 3.7643 in^4 1.0688 in^ 3 2666 71 Ft-Lb 3.0000 In 3.8192 in^4 0.6695 in^2 2.3884 In 0.7594 In 0.5624 1n^4 09165 In o 2772 in^3 1 1359 in 691.52 Ft-Lb 0.5846 1n^2 2.2783 I bitt 2648.01 lb 1919.81 Ib 8907 Ib -1.8890 in 0.7150 1n^4 4.1460 in^6 3.1800 in 0.6471 Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top FIber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) RadiUS of Gyration (Rx) Section Properties, Weak Axis Gross Neutral AxiS (Xcg) From Web Face Gross Moment of Inertia (Iyy) Radius of Gyration (Ry) Effective Section Modulus (Syy) Effective Neutral Axis (Xcg) from Web Face Allowable Moment (May) Other Section Property Data Net Area at Punchouts Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5-2 Torsional Properties Dlst. from Shear Center to Neutral Axis (Xo) St. Venant torsion Constant (J x 1000) Warping Constant (Cw) RadiI of Gyration (Ro) Torsional Flexural Constant (Beta) Allowable Web Crippling Loads (Ib/web) 1.001n END BRNG Cond 1 Cond 3 Single Member 639 442 Back-to-Back 1390 610 Punchout Reduction 0.919 3.50in INT BRNG Cond 2 Cond 4 1496 1325 2170 1900 0.955 .' 1986 AISI Specification w/1989 Addenda DATE: 4/4/2006 c.. 31 Peninsula College - Section 6 - Science Building Wall SECTION DESIGNATION: 600S162-68 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6 000 In 1.625 in 1 625 In 0.500 In 1 500 in Steel Thickness = 00713 in InsIde Corner Radius = 0.1069 In Yield Stress, Fy = 50.0 kSI Fy With Cold-Work, Fya = 56.6 kSI Punchout Length = 4.000 In ALLOWABLE WALL HEIGHTS -LATERAL LOAD ONLY INPUT PARAMETERS Applied Lateral Load = 40 0 psf 0.75 Factor for Wind or Earthquake NOT Applied Allowable Shear and Web Crippling Reduced for Web Punchouts End Bearing Length for Web Crippling = 1 in . ALLOWABLE SPANS - SIMPLE SPAN STUD DEFLECTION LIMIT SPACING L/360 L/480 L/600 12in 15' 8" 14' 2" 13' 2" 16in ~ 12' 11" 12' 0" 24 In 12'5" 11' 3" 10' 5" NOTE. Wall Heights Assume Full Support of the Compression Flange, (Sheathing or Mechanical Bracing). ). Made by kl-J Date 4)4) 00 Job No 6030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No C Sq. 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 Descrrpnon S6?flOll 7 Job Name P~tJ/kJ:;vt LA Co L..L.-~,te- C;;c;,H~ ~ U6 BUll-OI ~G WAL-L- ),4/ 1/ 3/ A 20/ , N203, / A30 I ) / A 4/ z..) / A43 I ) 5'Z02) SZD3 L- 2- 14~ to H := /3lg 2,751 I'~O w =- 40fSf ( IG 1/) =: 53" Re ~ 530/1 (II') (2,13,75' _ 1/') 2 (/3,75) - 350* M - 350'Z. = (/551-#-/ ~ ( 53) Mt\ ~ 24-% :: 1453,/ 1\55#-1 OK G8 'lb7 350 x= 53 6 - ~..!..") (7'7,2) ~ 24(29,500,oro 4- (tG5) ~ [1321. CZK 165 - 13~2. - _~~}J~>t7irz2( 2)( /bS -/32) + 165)( 79.2.~ ...------ ',,- ,0000 ~36 - )327;g83/43g + 8~'J70J859) ~_../--- /;:t SEE- SPRtA}) Sf/fer fflUT OuT 1 L-I 0-0 == GrG I < II' )/ f) ~:= 71.Z ; (,.-== /65;, CL= /32 6 ~ CJ.244 l bt9rJ II ::.- (JZ75 >O,Zf/rt- OjC. 13.75' Wall with 11' load 6008250-68 x:= 79.2 w:= 46.76 L:= ]65 I_g:= 4.7270 a:= 132 ] w.-.x 12 [ 2 2 2 31 dj':= . a .(2L - a) - 2.a.x .(2.L - a) + L,xJ 24.29500000'(I_g).L L D allow:= - - 600 D allow = 0.275 c ~..s d3 = 0.244 .. Made by kN Date 4/4/DG Job No bO '8-0 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No C. 3b 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 DesCflptlon ~U- lIoN "7 Job Name 'Pr..tJ I tJ5u f.-.A Co/..L-EG6 -r Of WtJ0t: t T/Otv . 53~ ( 10'- RT :;: =: 2.3:?1r :2 )( 13,75 54 M St.-I P TR ALl( A U_eUJABL.,G ~ 2 b4~ )> 2.-33 o~ ~ StfeAR -AUffitJit8U:: ::: 42.S:It (~) ::: 3'1-(.tr- ') 2- ?34t OK lASe SliP TF?A CA( 5~M w/@ A T I G rr 0, c. To Y4-,1 SIGEl- 'B~NT fl, 130110M CotJ tv [CT I OtJ 12 13 ';;. 3 SO'#- 54 M IRA ~ A lU9WAf>L-6 ~ ::513:U '/ .350,u- O~, @ Sl-l'fl\12: A LLewAeu~ ~ 57-2# > 35t7 Of:: USG GoD -r 12S - 54 wi @ AT }Z" O,C. To Corvtl' 1986 AISI Specification w/1989 Addenda DATE: 4/4/2006 Peninsula College. Section 7 - Science Building Wall SECTION DESIGNATION: 600S250-68 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6.000 m 2.500 m 2.500 m 0.625 m 1.500 m Steel Thickness = 00713 m Inside Corner Radius = 0 1069 m Yield Stress, Fy = 50 0 kSI Fy With Cold-Work, Fya = 50.0 ksi Punchout Length = 4.000 in OUTPUT PROPERTIES: Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bendmg Moment (Ma) Gross Section Properties of Full Section, Strong Axis Neutral AXIs from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) 3.1897 in 4.7270 in^4 1.3436 In^ 3 3352.23 Ft-Lb 3.0000 in 4 7270 m^4 o 8356 in^2 2.3784 in Section Properties, Weak Axis Gross Neutral AxiS (Xcg) From Web Face Gross Moment of Inertia (Iyy) Radius of Gyration (Ry) Effective Section Modulus (Syy) Effective Neutral AXIs (Xcg) from Web Face Allowable Moment (May) 0.7578 in 0.6883 in^4 0.9076 m 0.3512 m^3 1 0605 m 876 22 Ft-Lb (!)ther Section Property Data Net Area at Punchouts Member Weight per Foot of Length Allowable Shear Force In Web (Un punched) Allowable Shear Force In Web (Punched) Pao for use m Interaction Equation C5-2 o 7287 in^2 2.8435 Ib/tt 5362.40 Ib 3887.74 Ib 12041 Ib Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) St. Venant torsion Constant (J X 1000) Warping Constant (Cw) Radii of Gyration (Ro) Torsional Flexural Constant (Beta) -1.8784 m 1.4160 m^4 5.0707 m^6 3.1637 in 0.6475 A1llowable Web Crippling Loads (Ib/web) 100m END BRNG Cond 1 Cond 3 $ingle Member 1031 725 Back-to-Back 2068 1025 F?unchout Reduction 0.918 I 3.501n INT BRNG Cond 2 Cond 4 2308 2258 3284 2997 0.955 C. '37 1986 AISISpecification w/1989 Addenda DATE: 4/4/2006 C 3g Peninsula College - Section 7 . Science Building Wall SECTION DESIGNATION: 6005250-68 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6.000 in 2.500 in 2.500 In 0.625 in 1.500 in Steel Thickness = 0.0713 In InSide Corner Radius = 0.1069 in Yield Stress, Fy = 50.0 ksi Fy With Cold-Work, Fya = 50.0 ksi Punchout Length = 4.000 in ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY INPUT PARAMETERS Applied Lateral Load = 35.0 pst 0.75 Factor for Wind or Earthquake NOT Applied Allowable Shear and Web Crippling Reduced for Web Punchouts End Bearing Length for Web Crippling = 1 In ALLOWABLE SPANS - SIMPLE SPAN STUD DEFLECTION LIMIT SPACING L1360 L1480 L1600 12in 18' 0" 16'5" 15' 2" 16in 16' 5" 14' 11" 13' 10" 24in 14' 4" 13' 0" 12' 1" NO TE Wall Heights Assume Full Support of the Compression Flange, (Sheathing or Mechanical Bracing). Made by K~ Date 41 J; lOb Job No h030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No C. 2>~ 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 Description 6~LTI OrJ 7 , Job Name fE:tJ I ~ ~L1- L.A CoL.L-~ Ci' e ?U~tJc.e Bu I t...J)IIJG W A!--L-- I ~ , ; I) 4/ 1/ '8/ ~ff: : M.OI, A'2.03; /AS'OI) /A4I'Z.) /' A431) S Z0(2) S '203 I 0lIJT~ ' I OfITIDU, L..-'2., 14' ~ e:, ~If S1f~L- tD6f re, By OTHf(c,S }f /I SLIP T1A-CK GBtYI \}J I ~ AT I ~I/ To Y ,I ST€€L.. EDS-E {l Gws 7.'50- G S AT IG" 0, c-. 0'-'0 GfJOTll:3 -54 wi (f) 1fT l Go /I To Coue, GJ S6C-IION o <0 o <0 111- - - . ~ ' +-~Irt. _~ T --- @~-: "'~-::\laL - - - - ..~-{,th- - ~ _ - C - , , , , :11 /i -r..rJ!lIf V-l1C - - , , , ' , , , , , .... [j;;;] .... ~, DID [ill[] "" ~ +'_'IL ..11""1-1---- AlPn"""I(lllSlECLSll.OS JR i()l-Srlo.-STWs- -t" I' , .L......l' ,0 ~ 'I' , , , , "~fl!!- ~'!{"'l" V-QG - l : j ~ : : .! : " ' ," . ill: .... ~ III. .... ~ ~ .... 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KIOSli14J'O'OC. _~1JIIJI0111" IT"'\V1-,,~.lJINt~ -400SUI4J9UC(,I1'OC Ct[IC~ - -- - -rii:a~. loOO11$04JITl' L!r6OllSIU4JIO'll:. ~Y~r'C'Il 8'lIl1lllOl)l(l '" - ~, []O "'" rn:J _1~*SCll[[NSTS1[W -""', - Usf~. - - - _rr~~~f:. 2-1t1lroolCl$lO (If'lVIIl'RNl.&OC. @ 1YP WAlL SECTION OFFICE EAST @ CW-2 rl 'Ir t5CW-lN 'U;l"".~""'~'''''''''ll-, ~i LMNARCH~T I01'1COCl ~'4IU lIJl[ 5[~"lt ,_lCJI. _.llD.301IO ru,l.4.U <.9 z~ -N 0........ :!CO ::lL() COO) >-.J. <Dg WON (9-1=1:1: WOt) ,Z Q) --' I '~ -IUO OWe.. UI-Q) :5~1B ::lW(/) (/)Ul- ZZW -W(/) Z-O WU_ o..U)CO \) \ I ~ IlL WL- Ii-- IUlI!.IDl-..- _ ~ _ t!L.&l-- WALL SECTION SPINE & OFFICE ~ ~ ~- "" tiCi7\f A422 , I : POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Made by KN Checked by Date 3/ZQ / 06 Job No "030 Date Sheet No (; 41 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax 1425) 828-4850 Descnptlon S~C-IIOrv 6 'PAeAP(-r ABove WnJ'D&W - OFflc.~ Job Nate ftNltJSU '-A CoL-LZGE 'fff .' A 202 I -A 203, X401 L/ '4/ ~ / A'307- ) /A42'2) A 43/ 5203, '%4\'2. 11\ R ~ I 07 Pfsf / - 7 I Psf WALL: 3D p:;~ I - 40 FSf w'2..lx44 J 1 2~4 --j' W:: 4QpSF (I b/(z "/1) - 53 /'I Rl -;:. 5.3~' (2'-_ 47) -;:. - /6 O;#- 2 (2') 53 ~ /, ( , ) "L 477 * R 't ~ --" -'=~-;7"- 6 - :1. (2 ) Q) SHEAe AU.JJ'vvABLE - '31/ RooF D'CtIC ) ) T ~:->l - > I n l,E "L I- 2' / 2' 3~b -; , Z.t; I :S 194:;\:(4) - 77G#> 477 <II ct', -Y- 111\ R.A per OUT WARD FoRCE W == 71 psr (I G 1/) - q 5 7;' R, = Cjs( 2') ll,<z' 1- 2') -= zgs IF '; U ojf 2 [ ?-') I X-[f)/JI Tev.ALUNJABLe :::. 4/~ > l '65.:11 OK, Q) REO!>:: 2~~ -= fA 5 194 USE (z) ~ILTI 'f,.-EDfvT PIAl To AJf STEEL BEJJT fL (3) CD To 5'1l~D Made by .k~ Date '?; I 2 9 J 06 Job No 60'30 POGGEMEYER DESIGN GROUP ~. , CONSULTING ENGINEERS Checked by Date Sheet No C. 42. 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 Desmptlon S€LTIOfJ 8 Job Name 'Pew I tJ SU LA CoL.U6fs 'PARAPeT ABOVe:: W 11,j D13W !Of ., RA C1( W = 107 F.SF ( Z r) :: 214 ~ M =- =~I~_ (1.333)~ 4~=*-1 B ~tl:::" 84'Y -= SOI-l:t-1 > 48./:f-~1 otc. 4~ /j,G7 USE GOO Tl2 5 - 43 , 13ol-rrn1 "TRA CK . 40fSF (7') - '220 ~ ( 1.33') L_ 8 (J) =- ZgO~ M ::: h3~-1 Met.:;:' 5D7# -I > 034P -I O/C : U 5E G&OT 1'25 - 4.3 Roof Clip #1NS w/ (3) CD TO STUD (2) X~EDNI Hilt In to Edge PL 1 I I 1?OGGEMEYER DESIGN GROUP : Consulting Engineers I Northwest DivislOn I 512 6th Street South SUIte 202 . KIrkland, WA 98033 425 827-5995 . FAX. 425 828-4850 Job Na1e Peninsula College Made by JG Checked by K N DescnptJon SECTION 8 Parapet Above Wmdow - Office Date 4/4/06 Date Job No Sheet No. Ref A202, A20.3, 1/A401, 1/A.302, 4/A422 , .3/A4.31 520.3, 10/5412 600T125- 43 w/CDon Each Side 6005162-43 at 16" oc tion o Edge FL By Others PL 6"x6 "x54M Steel Beam By Others 4005162- 43 W/(4) 1 Each End +1 Para et Above Window SCALE 3/4" = 1'-0" 60.30 (;.; 4- ~ . o I 0.J +1 rvj x o ~ Mil GA JJ 20 4J 18 54 16 68 14 97 12 POGGEMEYER DESIGN GROUP Made> b:,... KN Date 3/'3/) 0 G Job No 60'30 (1 ~ ~ CONSULTING ENGINEERS Checked by Date Sheet No C44 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 Descnptlon SEGT rolJ q Job Name P~lJ/~~ULA Co (A.-6 CiE. WINnOw SILL By PASS fLOO~ -- OFfl($ 'RfSf A '202., ~ 302 ) %42:2.. I :X4?J1 5eO'L W := 40PSf (IG"):::: 5371 'RA:::: 700 tt (SEE NE)(T PAfrE 'Pf2-IIJ T Our) WfvD 7fJO 194 ::- C?o S ~l W21r# CD 12EO'D =- :::.. '3 ( b USt (4) CD To SlUD (5U BE-LOW) Ctleo~. Top 'PARA PGT, 5:3 ~ r 6 ,)?.. M ~ '- 2- '231~ [Vl CL :::: ./i ' G 7 ?4- 0GO =If-I - 13&5#-1> 900-tt -f or- USE 60[) $IGZ- 54-, CD Rt:Q'b::: 700 4~ i ,7 ~s f (3) CD Ff?oftl 54M L.:5l To 5if/l1 STIAD ____ Z~3 ~A " ~ l' = -...S) -. 0 \ () \ " I \ I I ~ - -v..-- I -- ,5 z: ;;. C?! ~ ~I C'{) ~ ! ::.5 7' - 2- Multi-Loaded Beam( 2003 International BUilding Code (01 NOS) ] Ver 60081 By Khoa Nguyen, Poggemeyer Design Group on 04-05-2006 Project P1entnsula College - Location Section 9 - Office Summaryf 1 5 IN x 35 IN x 145FT (6 + 3 5 + 5) I Select Structural- Hem-Fir - Dry Use Sebtion Inadequate By: 790.8% Controlling Factor: Moment of Inertia I Depth Required 7.26 In I LOADING DIAGRAM ~4S 'A' ! ,., ~ .. I I A B ReaCtlo.! Left Cantilever = 6 ft Center Span = 35ft ILlve Load Dead Load Total Load Uplift Load A I 687 Lb 12 Lb 699 Lb -182 Lb B 550 Lb 7 Lb 557 Lb -270 Lb Left Cantilever I Uniform Loading Live Load Dead Load Self Welqht Total Load W I 53 Plf o Plf 1 Plf 55 Plf Center Span Uniform Lladlng , Live Load Dead Load Self Welqht Total Load W I 53 Plf o Plf 1 Plf 55 Plf Riqht Cantilever I Uniform Lqadmg Live Load Dead Load Self Welqht Total Load W 53 Plf o Plf 1 Plf 55 Plf 'A' .. Right Cantilever = 5 ft L Made by KrJ Date 3/31/ Db Job No G030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No C 4(;, 5J2 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 DeSUlptlon ~f5CTIOU 9 Job Name P'~I~.6i4 LA Co L-t... E:cire vHfCK f30T"fO/tl 5TUf) f W HJ()(J(jJ P::: 5'3 ~ ( 5 I) - 2 G 5 -# RT ::: Z6S ( I') _ G 7 # 4' f(e =: }GE?~ ( 5 I) ...- 333#- cr' fY) (YI flY ::- '26.S( ) ~ ZG8f.-1 Ma.,. 13;5t - &':3?..l-1 ') 26S #--1 Cil( ::: /,07 - 4~ CD RFQ'D 333 ~ 1~7 ~ - Iq4 @ SHEA r: 1\ Lu9WA 8 LE ~ /74:1t '/ G Z # OK USE. 'bC90 S I bZ - 43 A'T /6'/ (3) CD To f;11AD ( BOTTOM) @ AT Ib'/;o BE~T ft (ToP) , T of /lCA CtC C WEAK A Xl$ ) W:::. 10 PSf ( 5 ') : SO 4tj, M -=- '-SO~ -L~ 33') t-___ II ~ I -Eo- ~AX __ 6 ~bGAr I Vf:, M fY1 ::=- 0.107/ (500/) ( f, 3~') 'L;;: ,712#-1 <, 11 CoNT~j)Lf~ , 4t-- ( Rr ~ ) 4 g.e:. 0 0' <' p lI-- lJ 3 I POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 I 1425) 827-5995 . Fax (425) 828-4850 Job Nime Pe:tJHJSUt...A (bu..fGe. Made by kJJ Checked by DesCflptJon Date 3/31/0b Date Job No G030 Sheet No 5Gc,TIOfV C) 30 / :;; (g.$1 -, )> ( I .it ~ , oK ~'b7 _010065 (.'0 ~) (-k7~4 :: ,0015" 201 5()(), ~ (, 0 4-l~1' ~Q ::: b mAY ::: '" L b 1\ LL ::- -- ::: 3Go I} > II · 0'037 10D I S o~ ' use G&D11 'LS ... 43 UpLIFT Fl'f2-ct ~ ';J..70~ AT BorrOM F:::- ~ 27() _ 3'2..'-# W~ 32 70 1<B:::: - 32 I ( 4( Ib) - I 57 I Tf , '35 rr =: 32./ (3.3Q == 4,IG1 'Zss# K' EE BRA a; M :; 321 (3,31) :;- 10G3:1t...' M Cl::: 'Z 1303 ::: I S6():/i -I > tab 3<tr;. blc 54 ,. &7 \ R.fQlp - /5/1 41'S ~ 3,7 lA6~ 6eo C;/G~ ~ 54 ~ wi (4) CD f '2,'ZS ,51 -:1 [ (;47 ! 3.; tel{ 4 ,. Made by Kt.J Date 4/1'3]0& Job No ~O30 POGGEMEYER DESIGN GROUP \., '\;i CONSULTING ENGINEERS Checked by Date Sheet No C4g 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 DeswptlOn <5U,TIOU CJ Job Name Pe~1 tvSu LA GJ L.L-6&~ Offil:t- SW>6 - \lit tJ ~W SILl- By PASS f LoO R AZOZ) U30l.) ~4'2'2-) %431 ,St.-a?. Per Arch 600 162-54 at 1 " 0 c 600T150-54 (1)(])Each Side o 600T125-43 wi Cl)at 16" 0 c To Edge PI Edge ~ By Others o I 0-.J +1 [';. ,,\ v t, ~ level 2 Clip #1NS wi (3)CJ) TO STUO = en (2) (] TO EDGE ff I Steel Beam By Others 600S162- 54 WI(4)CJ) Typ. ~ +1 l1 5"x1 5"x43M w/CDat Each Stud 6005162-54 to +1 4005162- 43 WI( 3) 0Each End 600T125-43 @) SU-TION OfF,a BIJ,fL-DltJG - WlfJDOW SILL By PASS rLOOf:, " I Made by f<JJ Date 4/6 J 0 6 Job No 0030 POGGEMEYER DESIGN GROUP CONSUlTING ENGINEERS Checked by Date Sheet No C 50 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 I (425) 827-5995 . Fax (425) 828-4850 DesCrIption SU-TlotJ ~O Job Name P~NHJ7U/"A U/L..L.E:&6 I I Rff: A Zf?J I X80'L} ;A4-0t) %4-'2-1. J %4-5.3 > S 21)3, L-;;. Z'..G uJ~ ::: 30 P5 F ( I G II) ::: 40 ~ Wo= 40PsF [I(11) = 53:#/1 CONT~l5 TCDP Go lJ ~f c.. Tl 0 IJ "P ~ 53~ (% + 0):; 201)* ~ T 2. ""- CD St1[J\~ A lU>WAeLe. - /60( z) ::: ZbO ft (~Z-CO tt cr, Trom CorvrvECT\ON PI)::- 5?J'; (2~) = 6 7~ '3 SI-I-tlle ALL~8LE-;: Z'Z-7 =* '( r; 7# or- if ~ 2 ()() X ~ :;. 4()1) 1.15 (\j C<rQ'D - ~- ::- I. cp \J ,. .- 40g US[ (21 CD 5' 2- [1 2~0 III I I Wl4x '30 I ' Ll r;S' b~' . Made by K~ Date 4/20 JOb Job No GO~o POGGEMEYER DESIGN GROUP , .~ CONSULTING ENGINEERS Checked by Date Sheet No CSO,I 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 Descrrptlon Job Name Fel) 11J5 L4 LA Co u.r.a~ V'fR-irCA L STUD df / M:;; 1BO ,K t.'; ~ 41- .. I 500 I ;'3 Z tI :../ .:It -I .JI-{ M~;;. - ,,... ~,7g0 /5dO OK. 54- /'''7 .. Made by KtJ Date 4/5/ 0 6 Job No h030 POGGEMEYER DESIGN GROUP . CONSULTING ENGINEERS Checked by Date Sheet No C 51 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax /425) 828-4850 DeSCrIption ~~-n 0 kJ 10 I Job IName ~tJ, tvSu LA WL.Lt:iXe I E'F: A2(fj} ~302) YA40I) f:f4-lZ) %4S3} 52/)3 ft. 4x4,)( 43 M W/C:l..) CD ON €A SIDE I ED '2~-5 4DO TI'Z5- '33 WId) OtJ EA SIDE. bOOT I'Z.S - ~3 400 S 162. S4 ^ It:" ill \ \D . 0, C ~ G0051G2-43 AT 16'1 Of CI w/(~) CD TOP ~ BoTTOM, tOOT rzs- 33 wi CD ON (A SIDt: f6COT(ZS~43 I WI @) AT /bll 0,[, I To 5TEE L EDG-E ft EHJ 20'.0 5TEE:L EJXiE. ~ 8EA-11 By OTHE~5 I" I P o " 4005162- 54 WA 2.) CD To STUD, ED 23~& @ St:.c /1 ON ... Made ,by l<fJ Date 4 ( 10/0 G Job No 00'30 POGGEMEYER DESIGN GROUP ., ..: CONSULTING ENGINEERS Checked by Date Sheet No c; 52- 512 Sixth Street South, SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 DesCrIption 7GC>,1 0 rJ H Job Name Pe-NINSU!..A COLJ.,G.&~ ~Zo() \%31/ ) j'A4ZZ. ) ,%45'2 I %t~1 S l03; )tSI1 uJ ~ 40PSF (Ib") == 5371 M:;: 53dt;1 ( 1/33') 1- :::: C) 0 ~ -I 2- fYlGt::;. ~03 ~ ~O> C)O#-Io/C- 43 /lb7 go'. s USE 4005/0'I-43 AT Ib"O,C. ~ lOP TRA CK w::- tto pSF ( I') :: 40'" \JJ /4y30 27'-9'z 64 f{)tt .q.~ 40 ~ ( 1,33') 1-:: g:#: - I <3 4~4 -;; i77') g-.fJ-1 ole :;; - /. 67 fYl ~ Lt Sf 40'0 Tl? S--4~ BaTT. TRA GK I" L:= qat "( nUl " 540 # ~ ,-,1 7-" 2..11 64M T~ACAC WELD ALL~A6LE ::.: bCJ5~ )504:#- Q)T~C ~ qo-lt~'()'2/(2 ~ 270'# , 4 CD RE:: C? b -= :f:J2 :: I r 4 /94 USe 400T /50 -84 w/CZ) (J) f.j\r ~ID[ lIT [/I 5TLill \ I'L Wf./,P AT (Il(r/ S-ntO 10 I POGGEMEYER DESIGN GROUP Made by KIJ Date 4/11 ( () G Job No b 070 CONSULTING ENGINEERS Checked by Date Sheet No C 63 512 Sixth Street South, SUite 202 . Kirkland. WA 98033 I (425) 827-5995 . Fax (425} 828-4850 Description S G c..-TI 0 IV NI Job Name peNINSULA CoL-L'f6-6 I I R~f: 1'2/ \/ 7/ t3/ A20t} (A311) /M-2'l) IA4S2) /A4S1 14~ 5203) /.5 S II @ '30~ '3 400 T/25 - 43 WI CD OtJ EACH SIDE 400 S 16'2- 43 AT IGII O,C, ~ I~AT fA. SruJ> B 1'1. AT ell STUD 400T/50- S4 W/(2) CD OtJ EAUt SIDE , ~ 28'-7'?- VARIG ED 271- q'z W /4><?0 BY DTHc-e~ (II) S~C-r(ON , Made by KW Date 4/111 0 6 Job No G030 POGGEMEYER DESIGN GROUP " . CONSULTING ENGINEERS Checked by Date Sheet No ? 64 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 Description ~e;CIION 1'2-- Job Name feNINSt.f \..A Co t...t.t: OJ ~ PA~IlPET kZO() X4ZZ.) I ~ 451 SZO?;; W2-1 ;<44 TDr wrv fJSC T / DIU W -=- 40 PS F ( If 5 I ):;: Go '1 CY SHeA R Au...&vLJtlBLE:::: 194-# USE 4eo T 1'25-43 I II W/w fI-T 6" a c. '3{) ~ '6 2~b 27'- g'z... Sz BOTf OM Corvr0ELTION @ SHfAe AWWA8LL ::: 140# '/ Go #: USE 4f>OT 1'25 ~43 w/@ AT 't/O,(. " Made by KtJ Date 4/11 ! Db Job No b030 I POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No C; ~? 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 I (425) 827-5995 . Fax {425} 828-4850 Descnptlon -S~c.TIOt0 IZ Job Name 'PE-tJltJSl,f L.A Col.-LEGE fARI)P~'" I I 1/ I Z5/ R~F AZ.DI, I A4LL, I A45/ Srz03 400T I'2.S-43 W!(f) O~ EACH SIDE Goo TI'25 - 33 400 S l~'2- <t3 AT/G"o,C, ~ ~ I (l 30~~ o II SL5-33~0 (3) CD To STlA-D 4001/25" 43 W/@ AT IZ"o,c, ~T 0 CotJCRe::TE boo.5/37- 33 AT IG"O,c a:> o ST'E.E l- tDUrE- t. - f3 't OTHeRS o M- ":2 II I~, :..,; , . ~ ~ , '&>' , I 27-0'L $- VARIE5 @ C;~CT\Ot0 ?A RA PET J I I r~lf 'VLSB 600 W/lZ) HILTI x- EDt0\ 22 P8 To STEEL.. ED6~ It 600TI'2S ~ 33 W/@ AT 12"o.C ~ 14\..(:7 CB LEV. 'Z.- r- '" , \ () " 1986 AISI Specification w/1989 Addenda DATE: 4/20/2006 C 55,1 Peninsula College - Section 12 -Interior Stud SECTION DESIGNATION: 600S137-33 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6 000 In 1.375 in 1 375 In o 375 In 1.500 In Steel Thickness = 0 0346 In Inside Corner RadiUS = 0 0764 In Yield Stress, Fy = 33 0 kSI Fy With Cold-Work, Fya = 33 0 kSI Punchout Length = 4 000 In ALLOWABLE WALL HEIGHTS INPUT PARAMA TERS Uniform Load = 5 0 psf Deflection Limit = L/240 0.75 Factor For Wind or Earthquake NOT Applied Bearing Lengths for Web Cnppling. End Condition = 1 0 in Allowable Shear and Web Cnppling Based on Unpunched Webs ALLOWABLE SPANS - SIMPLE SPAN STUD SPACING MECHANICAL BRACING AT: NONE MID Pt THIRD Pt 12 In 13' 6" 18' 10" 22' 11" 16in 12' 6" 11' 3" 17' 6" 21' 4" 24 in 15' 9" 19' 2" ;I 1986 AISI Specification w/1989 Addenda DATE: 4/20/2006 C 55.2.- SECTION DESIGNATION: 6005137-33 Peninsula College - Section 12 - Interior Stud INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffenmg Lip = Punchout Width = 6 000 In 1.375 in 1 375 In 0.375 In 1 500 in OUTPUT PROPERTIES: Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Steel Thickness = 0 0346 in Inside Corner Radius = 0 0764 in Yield Stress, Fy = 33 0 kSI Fy With Cold-Work, Fya = 33 0 kSI Punchout Length = 4 000 In 3.0374 In 1.5821 in^4 0.5102 in^ 3 840.11 Ft-Lb 3 0000 in 1 5821 in^4 o 3183 in^2 2 2293 in 0.3051 In 0.0685 1n^4 0.4640 In 0.0553 1n^3 0.5634 In 91.02 Ft-Lb 0.2664 In^2 1.0832 Iblft 598.55 Ib 433.95 Ib 2603 Ib -0.8230 in 0.1270 in^4 0.4935 in^6 2.4212 in 0.8845 Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face Gross Moment of Inertia (Iyy) Radius of Gyration (Ry) Effecttve Section Modulus (Syy) Effective Neutral Axis (Xcg) from Web Face Allowable Moment (May) Other Section Property Data Net Area at Punchouts Member Weight per Foot of Length Allowable Shear Force In Web (Un punched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5-2 Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) St Venant torsion Constant (J x 1000) Warping Constant (Cw) Radii of Gyration (Ro) Torsional Flexural Constant (Beta) Allowable Web Crippling Loads (Ib/web) I 1.00m END BRNG Cond 1 Cond 3 ~ingle Member 156 101 ~ack-to-Back 398 204 Runchout Reduction 0 920 3.501n INT BRNG Cond 2 Cond 4 464 268 848 713 0.956 .. Made by KtJ Date 4 - 1/ - 0 G Job No ~O90 POGGEMEYER DESIGN GROUP , CONSULTING ENGINEERS Checked by Date Sheet No C. 5h 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 1425} 827-5995 . Fax (425) 828-4850 Description -:5U/[IOtJ 1'3 Job Name P~NI~ SUL-A WL.-L-E.GE. INFILL fA RA PET AZ(3) %4'22.) ~4?1 $204 )i 11 C DX 'FtYWOOD 2 xT~G- ])f.Cl<lfV6 t3oTTom Co~(\J(C'IOrv w:::- I07PSF (16") - M :: 143 ~ (1./ ~ 7') '- = '2. '37:#-/ ( IZX) T :: C ::. - ,~.... ':: ,?>"J 3') 14S/{ 9 7 :!t -) 38~# Ts" ::: Z '3'8# 11~2. #- CD Tt:.tVSIO\~ -ALUjWflBLE ~ 240~, lZO~ '2.. i' / - CD R'EQID: '23~. =' 1.9 I~.O w IR A C/( To S1/) D CotJ tv ~c.r 110 tJ T ~ ~ {.:It.., (12. 1% )::- 19411: ~ CD SHtAR Au...~eLE~ (g4-~":. (']4-'" o~ Up U fT LV =: 7S fSF (%') == 3g?1 < /20dl OK USE GOOT /2.5- 43 wi cD AT 6 II (2) 'RollS CONSULTING ENGINEERS Made by I< t'J Checked by POGGEMEYER DESIGN GROUP 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 Descnptron 5G.c.;no 10 13 ItJ PI L.L. PARA PET Date 4 -1/. 0 & Job No 60 30 Date Sheet No t5 57 Job lame PE.N I N Su LA C? L~EG-e A'2.0S, ~41.2) lA-45/ 520+ 351'0 -ED PARAPET /1 / / I / I / -----,/ 000T 125 - 43 W/Q) ON fActI SIDE 000 S 16'2- 43 ftT 16/1 o,e, ,I CDX rtYWOOD ef tf G DE CKI ~J~' . Y OTH e.-RS 4" GOOT/25-43 W/(j) Otj EACH SID~ CD AT G IIO,C, @ 'Sc:;C-rIO N ItvFILL PARA P~1 Made by K~ Date 4/1/ lOb Job No 0030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No ? Sg 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 DeSCrIption :; e;c.TI 0 N 14 Job Name PENINSULA CoLLEGE- PARA PET 2/ I 2;:' V~ A 103/ fA 302.. /1 A413 J IA433 w~ IOlPSF (I') =- 107"71 M = I07~ ( 2') L 2. 14- =# -I 2- T::: c::: 214:lt-1 (r2.~) 'Z. - 1284# BIG LOAD /, USE Top S~PPO"RT ~211f T C W:: 10 7 PSf ( I (?") = /43 :f}{ Top Co~fJE C T/orv WT = I07fSF ( /1):; I07!: OJ SHeAR Al..~OWA8LE:: I g4~ > 143>oi OK M~E. L.lt?' 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CD RrQ'D::: 57 ::::. 3,5 Scesws, ( :2): -; 167 I '; 30~ 2.12 I I I I ~ 3~b .3'-3 '2f,~1 BOT TOM CoNtv~cT'OfJ w ::: 40 PS F ( 1,75 I):=. 70 */: T' ~ _'831t (3/'2-5') _ 170~ CoIJIf20LS '2)1 Sf 170 CD ~t:Q lD:=. r -:: 3, D 5c~Et,{jS I _ I 57 ~ USE 600TIZS-4.3 / \JJ/C 4) CD AT fA 01 STUD Mad;= by Kl--l Date 4/12./ OG Job No brno POGGEMEYER DESIGN GROUP - CONSULTING ENGINEERS Checked by Date Sheet No C GZ, 5J2 Sixth Street SOuth, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 DeScription :;~'flON 15 Job Name f'~~\\-J~lA Wl.-I.U:rE- - f ~ /g3.:N VZ - 250~ fil I 26q 01 'RG:C< D ::::. - I. '3 SC!<E:WS, , q 4- W Sf.- C?1 (!) AT '0 P Et: BoTTOM 4l9O S IG2 -43 ( I I POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 I (4251827-5995 . Fax (425) 828-4850 Job lame PE rvlN SU L.A Co 1...L.t:.G-E Made by KN Checked by Descnptlon Date 4 ( 12/0 b Job No Go 30 Date Sheet No C- G.3 S~t:rIO N IS WINDOW SIL.l- A'Z.OI, A205) %401; X423) ~4S3 ) A 531 I I €j7P/lv_ 1,0. fftRA 400 1/1.S -43 W/{j) AT 12!1 T~A~ liS ~x I, :/x43 fY1 wi CD AT fA Crt Sru D 4D05162-43 ATI6"0.c. W/(2.)(j) AT f A en t;t\)D STUD To B~tJT 1t I I, 16 Iz '2G'4 1,0 S (4) CD AT EA-Ctl ST~D 10 'D~ Cf'. @) Sf-C.II 0 N WINDOW Sll..l., 52.0.3 GOO T 125- 43 VI/CD 0 tJ 'EA r SIDE To STUO 1YP!bP~~TT 00051b2- 43 AT 161/ o'~ 400 S IbZ-43 CoJJr. (2 ) ([) It TEACH $TU() 4([) AT /2.IITO &1IT T R.A U: '3'~ 20GA META!.. DG~ 13Y 01UEfS Made by Kf\J Date 4/12/ 0(; Job No ~O~O POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No C ~4 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425)827-5995 . Fax (425) 828-4850 Description ?~v"'IO tJ /0 Job Name f'eNIN~iA I..-A Co["'t...~e; fM~APe" A'ZOII A1,OS J %401) /1\42:') %453 L~ '3~h w:;: 107 PSf ( I G ") ~ (43-#;1 WT::: I07P5f [3X) - Iq3~ CD SHEAe -Al.lDWABlE- - I Cij 4 ~ 3'3(Y);:; /30 tE31 3)< 33 fY1 W/(2) 0) .".....1'21' us~ ~OOT 1'2..5 "'-4<~ ~/CD AT 0" O. ( 13'71 rO(v1 C{)~) NEe TI oN, WB :: 193~ ([) 12~Q'D := ~ ~ 3r45cRfW 57 USf 6eoi I~S ,..43 W/(f) AI 4u 0, c, 10 20 G-A Me1-A L Dra:. b005{(,Z- 43 AT I G 1(0, c.. 5f.f P~IIJfOUT fJ~)(r pActr;, lOP I'RA Gf( M = !9s::K ( /,33') <..::: 43#--1 8 /V1~ ::::- gWb7 :: 507.:Jf-') +3.#-J OfC- 4:' USE .GOOT 1~5- 43 5'209 30~z.'t I II ZG~4 1986 AISI Specification w/1989 Addenda DATE: 4/13/2006 C. G~ Peninsula College - Section 16 - Parapet SECTION DESIGNATION: 6005162-43 INPUT PROPERTIES: Web Height - Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6.000 in 1.625 In 1 625 in o 500 in 1.500 in Steel Thickness = 00451 in Inside Corner RadiUS = 00712 in Yield Stress, Fy = 33.0 ksi Fy With Cold-Work, Fya = 36.3 kSI Punchout Length = 4.000 in ALLOWABLE WALL HEIGHTS INPUT PARAMATERS Uniform Load = 107.0 psf Deflection Limit = L/360 0.75 Factor For Wind or Earthquake NOT Applied Bearing Lengths for Web Crippling' End Condition = 1.0 in Allowable Web Crippling and Shear Reduced for Punchouts ALLOWABLE SPANS - SIMPLE SPAN STUD SPACING MECHANICAL BRACING AT: NONE MID Pt THIRD Pt 12 In 5' 3" 5'3" 5' 3" 16 In 3' 11" 3' 11" 3' 11" 24 in 2'7" 2'7" 2'7" 1986 AISI Specification w/1989 Addenda DATE: 4/13/2006 C ~b SECTION DESIGNATION: 600S162-43 Peninsula College - Section 16 - Parapet INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6 000 in 1 625 In 1 625 in o 500 In 1.500 in OUTPUT PROPERTIES: Effective Section Properties, Strong Axis Neutral AxiS from Top Fiber (Ycg) Moment of InertIa for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Steel ThIckness = 0 0451 In Inside Corner Radius = 00712 in YIeld Stress, Fy = 33 0 ks! Fy With Cold-Work, Fya = 36.3 kSI Punchout Length = 4.000 in 3.0063 in 2.3158 1n^4 o 7680 in^ 3 1391.19 Ft-Lb 3 0000 In 2 3158 in^4 0.4469 1n^2 2 2764 in 0.4139 in 0.1484 1n^4 0.5762 in 0.1080 in^3 0.6760 in 177.85 Ft-Lb Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross SectIonal Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face Gross Moment of Inertia (Iyy) Radius of Gyration (Ry) Effective Section Modulus (Syy) EffectIve Neutral Axis (Xcg) from Web Face Allowable Moment (May) Other Section Property Data Net Area at Punchouts Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use In Interaction Equation C5-2 Torsional Properties Dis1. from Shear Center to Neutral Axis (Xo) S1. Venant torsion Constant (J x 1000) Warping Constant (Cw) Radii of Gyration (Ro) TorSional Flexural Constant (Beta) Allowable Web Crippling Loads (Ib/web) 1.001n END BRNG Cond 1 Cond 3 310 210 626 368 Single Member Back-to-Back Punchout Reduction 0.919 0.3792 in^2 1 5206 Ib/ft 1327.97 Ib 962.78 Ib 4400 Ib -1.0805 in 0.3030 In^4 1.0823 1n^6 2.5849 In 0.8253 3.501n INT BRNG Cond 2 Cond 4 755 564 1341 1212 0.956 ~ol~~1.z. - - -l fi\RAP~T GJ L - - -, CURTAIN WALL - -nl 5 13y onl6~S l<-cO'D I r: To 5lAPfO"Rr 2(}() PLF AT -rop Tr<A'{A< I I POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 I (425) 827-5995 . Fax (425) 828-4850 JObiame 'Pr;;tJIIVSUL.A Co\....t.k.&e A201) 1+20;) %401/ X423j 74453 Made by K tJ Checked by Descnptlon bOOT /25-43 wi (j) ON EACH 51 D~ Typ. ToP f BOTT, 6005162-4.) AT / G II 0 ,e ill AT 4" 0,[1 /0 META-I.. 1)E-C/( L4'~ I/~ 43M wI(j) ft T 9'b,co To TRACk ~ @) AT 1'2/10.[ To STEEL. rt -1 ED 2f/-4 /,I,S 51EEL-- f Deft 1t 'By OTl1frc s W -:76Cnot'-J PARA PET -" CASE 1- Date 4/ \ 3/ 00 Job No ~ 0 '30 Date Sheet No C. G 7 See.. on 0 N I c;, 'PM2APEi S '2.03 otP 'I f[.. 3 ~3 x 33M AT 121Io,e., wi (2) (j) ON fA, SIDE 600.51&2-4-3 -/ AT 4,10.(" GODT 125-43 CA-S e "z.. Made"by _ _ K W Date 4/13/ Db Job No hO?O POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No c.. (? g 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 (425) 827-5995 . Fax (425) 828-4850 Descnptron ~f0-nOt0 17 Job Name P€-lVl fJSUl..A CoL.L.f.G-~ I)J HJ POW HfADe~ AZ01, A'Z05, ~4L~ I /A4S~, :51-02.- , MEr W 14,:>0! '[ 'L 5 L CoAL L ~ Q4)~&.) -( sr) - (l'l,r~3) = /~ 9 ~ --rop WtJl'JfCTIOtJ UJ ;;: 40 PSf (I G " ) R 53~ ( 2 T ":;: (,25 - 2(1,25') == -740# (j) SHfAe ALLOWABLE ~ 764:1l) 740-t o~ ::: 5.3 ~ 6/677) '2 1 z'o I 14Le; 1~9i 1 12',.3 eo, TO {Yl CotJ tv 8 C TI ON ;0 _ 53~ ( I 1\2.. _ r--B - ,6.1tl7j '2 ( /.~5') o/50-+r br /'Z 5 -54/7 "" 6,671 d) 'REO 'b '1150 ::. ---::. 4 I ~ .,c~w ~ I C'J 4 0',0 VeRTICAL- MEMBf-~ M::: 53<lJ;f (',/'25')'L:: 994-*-1 2. 2- 1,25'. / ~o" fV\ Cl =- 23/ ~ - Irb7 CD RfplD 13gG.\\-I ) 914 =If--/ ~::- .0 SC:: ::: 2-3 40g I Made by KN Date 4//3) Ob Job No GO~O POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No C G~ 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 I 1425) 827-5995 . Fax 1425) 828-4850 Descnptlon ~IIOf0 17 Job Nate P~ltJSULA CoL.L.E.6t USS (;005/61-- 54 wI (3) CD To StUD, KnJES BRAC-E:. F~ '1'?O - 11'20~' O/S ? T' CD Rfa1D ~- ,'I'ZO :: Z. /5ceeUJS 40g lASS 4&0 ~ 167-54 vJj (3) (f) A T fA (+1 [.(vD 13, "r10fY1 1 PA ~, UJ::;; 40 F5F (7) ::: 280 #;I m = .?-cgO 4J{ CI~~?~ ~ Gt ~~\ 8 MCL;:: \ G215 ~ t175 #-/ / b 7- it: ~ I or-:.. s+ I'b? lSAIL AY-I S VJ ~ 10 PSF ( \ 2') ~ /2:0 Mil -M ~ .. 0, 107/ (IWJt~) (/,33') 2. ~ 23#"'1 M~. ~ GO :: 36:1t ~I > '2-3 tf I or:.. 54 167 ~ S~ G (JU'T '~S- 54- 1986 AISI Specification w/1989 Addenda DATE: 4/13/2006 C 70 Peninsula College - Section 17 - Knee Brace SECTION DESIGNATION: 400S162-43 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 4 000 In 1.625 in 1.625 in 0.500 in 1.500 In Steel Thickness = 0.0451 in Inside Corner Radius = 00712 In Yield Stress, Fy = 33.0 kSI Fy With Cold-Work, Fya = 36.3 kSI Punch out Length = 4 000 in ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length = 4 ft 0.75 Factor for Wind or Earthquake NOT Applied Member Configuration" SINGLE MEMBER TOTAL ALLOWABLE AXIAL LOADS (Ib) WEAK AXIS MAXIMUM CONCENTRIC LOADED BRACING KL/r LOADING THROUGH WEB NONE 79 3400 1559 MID Pt 40 4031 1697 THIRD Pt 30 4141 1713 1986 AISI Specification w/1989 Addenda DATE: 4/13/2006 C 71 SECTION DESIGNATION: 4005162-43 Peninsula College - Section 17 - Knee Brace INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 4.000 in 1.625 in 1.625 m 0.500 m 1.500 m OUTPUT PROPERTIES: Effective Section Properties, Strong Axis Neutral AxiS from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Steel Thickness = 0.0451 in Inside Corner Radius = 0.0712 m Yield Stress, Fy = 33.0 ksi Fy With Cold-Work, Fya = 36 3 ksi Punchout Length = 4.000 in 2.0048 m 0.8919 in^4 o 4436 in^ 3 803.62 Ft-Lb 2.0000 in 0.8919 in^4 0.3567 in^2 1.5813 in 05128 m 0.1311 m^4 0.6062 in 0.1062 in^3 0.7016 in 174 85 Ft-Lb 0.2890 m^2 1 2137 Iblft 1762.28 Ib 1035.34 Ib 4301 Ib -1.2763 in 0.2418 in^4 0.4535 in^6 2.1206 in 0.6378 Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face Gross Moment of Inertia (Iyy) Radius of Gyration (Ry) Effective Section Modulus (Syy) Effective Neutral AxiS (Xcg) from Web Face Allowable Moment (May) ther Section Property Data Net Area at Punchouts Member Weight per Foot of Length AllOwable Shear Force In Web (Un punched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5-2 orsional Properties Dlst. from Shear Center to Neutral Axis (Xo) St. Venant torsion Constant (J x 1000) Warpmg Constant (Cw) Radii of Gyration (Ro) Torsional Flexural Constant (Beta) A1llowable Web Crippling Loads (Ib/web) 1 OOin END BRNG Cond 1 Cond 3 ~ingle Member 344 241 Back-to-Back 594 390 Runchout Reduction 0.802 350m INT BRNG Cond 2 Cond 4 811 681 1341 1301 0916 Made by kN Date 4/r~ I 00 Job No ~O30 POGGEMEYER DESIGN GROUP "j- ~ ... CONSULTING ENGINEERS Checked by Date Sheet No ~ 7Z- 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 Description see. -not-J (7 Job Name P~rvHJ SIA LA Co '-l,Etrt::. WltJPOW f.l~ADe:fC- A2ol, A laS, /A4'2bl ~4S3 S202 ffJ ceo (3. 6005/62- 54 wA2)(I) AT TOP 4' BOTT \ , , , " Lrtb'~ 6"x 54M 'if 13;1 DTHe~5 GOOT/25-54- 4005 (6Z-54- 1.U/(3) CD AT EAal eND @ <;;a.1IolV \JJ IfJOOW He-A D~e. t 1. f ~. ~H.t <t:t ~. --:'__:u__ I 'f - irr~~t _ r , , :, :,' I L~l./ii::I. : i. ;- ~ 1~['5:/. ~, j ! ---= 1 --f-- \ '- \...f' t f.- ~ "'-'------II' "" ,~ : ------- C" il' '!::=) - -----1-- ,~= I : ~ u-u-n__m_ /" E I,,':::-----i---:.~~-'f-c-:I '_, -9 := ;J --- - ~---~-- - --- ~ -- - - -- - - - -- -- - -- - - ~ ____ ai ,-- e-- D= -- II_ - ~ 1--- ~____ __ I j (l.- i ~Hlf+ i f.- ~ J ' I' - ~ i OOil i , ~, I( 'I 3, -,. -~_.. ~-~~ ------ -'C~_~ i I '_hU':. 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I " I J I I ~. , 1 '~,: 'L-J ~'I -:, :'--, ,-j I I I I';; J' I ~ - - ~ -I -- -! -- - - i - - - - -/- - h _jL. - -- -1- - - - -1- - - - - r - - - - i - -- --I - - - - I i Iii ! II - 1 ~ -I 1-' 1 /I, " - -- - II I it'1 I UJ ,II I ! -/il -I U [ '11~ I'll' lil i Tf ' r II "I , : +~_IL'L'" tl f,~ : ,I , II I "" I I: I , IT 'r, J; r I I +/ I I . L I'!: II, 1 I I' " iL! i : 'I :, I ill' I' 1 . U. I I I, , ,- u_ I! II 1 III, -I' 'j II f : --- 1ft, ! H:, H. ,rt, rH~ltir, j " Uhuu - 1 ':11'11 111:~,fT'::T, ,1:TrilTIl : ~'- ? ~ iT'; '!!~ · I 1 I I I I I ~ i ~~ IIII11 H ! iiliiiii [m PENINSULA COLLEGE SCIENCE & TECHNOLOGY BUILDING BID SET state project #2004-95 B (2) ..~--~ - --@ ~ h_--0 ,. ~ z J 55 () i . I , ~ I ~ f ' '}: Ma~e by I<rv Date 4-1 t 4- ( 0(0 Job No &030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No ~ 74 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 Desmptlon '56U-nOtJ Ie> Job Name PE:NltJ~ULA CoLLE&C WINr:>OW HE'A DER , ( 1/ '/ 19/ A 'ZO~I /A 3~ ) /A-425 ) /A451 520Z-- ED 14'- 0 600T/25-54 wi CD AT IG"o.C \AF l3 Y OTI-rEl2s o 1J WtJT~ OfT. B It /1 ED 12'-3 bOOTIZS-S4 L 4005/62. -54- 1JJ/(3) (DTo STLAD 6005/62..-54- A-T 16" (),{ VJ/(z.) CD A-r TOPEt- Bo7T ~ @ See., II 0 tJ WI~DOW HE:f\DeR I I POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 I (425) 827-5995 . Fax 1425} 828-4850 Job lame fe-tV I tJ SU L..A Co Uf-Gr~ Made by K 10 Checked by Date 4/13/ OG JobNo b030 Date Sheet No Cr 7.5 Descnptlon c66Vllo~ /9 W 1 tv IX)W HtIt Der<. A '203, ~301, /;44'25; ;1452 SlOt} HSS /0'><0:< ~ L -;;- '34"- 0 W ;:= 4D P;'f ( /7') ~- 6'B'O -;rr M ~ ~gO~ ( I. 3]) L:;:: /50 #-1 8 Mlt -: 84:2 :::- S;o 7#-- ~ > I So.ff~1 Ot. 43 1.'7 i10M IR-I\C/( W fA 'f- AYI S W =: IOP~f (17') == /70.4i1l M ~ .107! (/704)1) (/133') L ":= 32 l-I U Sf 0fJDT rz S - 54- fY)~ :;c ~!! = 30 #~, '7 3'2 # -/ O~ 5c:{ fIG? V RTIC-AL WIJUf.C.TION P =: tfO PSf (I b t I ) (II) -::; 00 5* WE-LD ~ GO~~r 21/) -::: IZ10#)qOS41 ~, use- It BDTfl SIDte; Made by KtJ Date 4/14/ ob Job No 6030 POGGEMEYER DESIGN GROUP " .' CONSULTING ENGINEERS Checked by Date Sheet No c,. 7b 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 Descnptlon ~C.TIOfJ 19 Job Name PE.tJl tJSIA L^ CoLLf~e W!~ ~'EAD ER A'l-03 I YA 301 J IA 4'25 J ~45 2 HSS lOx G $~-ft By arHff<S 35'-0 f'ARF\PtT -ED 33'-<8'34 10, HSS S 2-04- ~OOTI25 -43 00 .$ I G 2 - 54 A 116'1 0, [ . W/(2)(j) AT Tq;> if,8oTTOM GOOT/25- 54- @ ~tSC IIOf\! It!rl'JDoW H fA D~ I I POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 I 1425) 827-5995 . Fax (425) 828-4850 Job Nairne pe,.M N SU LA CoL.LE.cr6 Made by Kt,j Checked by Date 4/14/00 JobNo 6030 Date Sheet No U 77 Description see-lioN '20 L.&C[U~E f-/A-Lc WALL- 3~;: II 1/ ItLj A Z08, / A 302 1/A-4LG IA44( /A3/3;; 2-D?; ), 5' r"" '2 UJNL L :::: 13 ,~ 6 fY14t< I P CofJfVEc- TlDtv P p =- 7 (PSF [2-1) (16 ,') ::: I C) 0 # Pw - 40PSF (7') (/6'1) == 373 563 ~ DSl8 (LIP A LLrJ1J)ABLE :::- 7881:1- )563* or:: , z. '; 563:#: C)~, x- tONI PIN A LLOWABL:f-:::: 415(2) -=- Q30 lASE DS L8 -' G&O wI (2.) X- EDNI To STEEL EDGE r-l II ~()(} ;, '200 - S; G} A- T I 6 ;SE NE-xT PAcQ Rf-POf(T 'B OM LotJtJE-C TlotJ W =: 4oP5F ( 7 ~ Z ') ~ 3GO~ SOOT 12-5 - 54- AL1ifuJABLE =:- 5/3"/: > 36of(r OK. ~ 511fAR A LL~ABL.c -:: 5 2.2 ~ "7 3fX1 or-: / ~ GeJTrz 5 ~.scr AI, /,(Q II W/\Lj- r[) 10 1986 AISI Specification w/1989 Addenda DATE: 4/17/2006 C78 Peninsula College - Section 20 - Lecture Hall Wall SECTION DESIGNATION: 600S200-54 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6.000 In 2.000 in 2.000 In 0.625 In 1 500 In Steel Thickness = 0.0566 in Inside Corner Radius = 00849 In Yield Stress, Fy = 50.0 ksi Fy With Cold-Work, Fya = 50 0 ksi Punchout Length = 4 000 in ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY INPUT PARAMETERS Applied Lateral Load = 40 0 psf o 75 Factor for Wind or Earthquake NOT Applied Allowable Shear and Web Crippling Reduced for Web Punchouts End Bearing Length for Web Crippling = 1 in ALLOWABLE SPANS - SIMPLE SPAN STUD DEFLECTION LIMIT SPACING L/600 L/480 L/360 12in 12' 11" 13' 11" 15' 4" 16in 11' 9" 12' 8" ~ 24 in 10' 3" 11' 0" 12' 2" NOTE. Wall Heights Assume Full Support of the Compression Flange, (Sheathing or Mechanical Bracing) 1986 AISI Specification w/1989 Addenda DATE: 4/17/2006 SECTION DESIGNATION: 600S200-54 Peninsula College - Section 20 - Lecture Hall Wall INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffenmg Lip = Punch out Width = 6 000 in 2.000 in 2000 in 0.625 in 1.500 m OUTPUT PROPERTIES: I Effective Section Properties, Strong Axis Neutral AxiS from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Steel Thickness = 0.0566 in Inside Corner Radius = 0.0849 in Yield Stress, Fy = 50.0 kSI Fy With Cold-Work, Fya = 50 0 ksi Punchout Length = 4 000 in 3.1158 in 33193 In^4 1 0032 in^ 3 2503.03 Ft-Lb 3 0000 in 3.3193 In^4 06129 in^2 2.3271 In 0.5738 in o 3285 in^4 07321 m o 2003 In^3 o 8926 in 499.77 Ft-Lb 0.5280 in^2 2.0857 I bItt 2648.01 Ib 1919 81 Ib 8526 Ib -1 4588 m 0.6545 in^4 2.4606 in^6 2.8424 In 0.7366 ross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face Gross Moment of Inertia (Iyy) Radius of Gyration (Ry) Effective Section Modulus (Syy) Effective Neutral Axis (Xcg) from Web Face Allowable Moment (May) ther Section Property Data Net Area at Punchouts Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5-2 orsional Properties Dist. from Shear Center to Neutral Axis (Xo) St Venant torsion Constant (J x 1000) Warping Constant (Cw) Radii of Gyration (Ro) Torsional Flexural Constant (Beta) IlIowable Web Crippling Loads (Ib/web) 100m END BRNG Cond 1 Cond 3 . ingle Member 639 442 Back-to-Back 1390 610 fPunchout Reduction 0 919 3.50in INT BRNG Cond 2 Cond 4 1496 1325 2170 1900 0.955 c, 19 Poggemeyer Design Group Consultin En . eers 512 6th Street South, SUite 202 Kirkland, WA 98034 (425) 827-5995 Fax (425) 828-4850 Job Name Penisula Colle e Made By Checked by. KN Date 4/17/06 Date Descnptlon Section 21 Lecturre Hall Window \Lf;;C. f,'vO }- 'X ~'" "- / I II W= A= B= c= Total wall height= 15ft 3.5 ft 6ft 4ft 13.5 ft Wmd/Seismic Unrform load 40 psf Wmdow span vert unit weight of wall = 15 psf HEAD Head out of plane load = 190 plf Head to Jamb reaction = 143 Ib Out of plane moment = 53 ft Ib Horizontal Head Gravity load = 52 5 plf Head to jamb reaction = 39 Ib Gravity moment = 15 ft Ib Vertical Total Head reaction = 182 Ib SILL Sill out of plane load = 200 plf Sill to jamb reaction = 150 Ib Out of plane moment = 56 ft Ib HOrizontal JAMB At Head y= 10 ft At Sill y= 4ft Moment from trib = 466 ft Jb Moment from tnb = 506 ft Jb Moment from head = 369 ft Ib Moment from head = 148 ft Ib Moment from sill = 156ftlb Moment from sill = 422 ft Ib Total Moment at Head= 991 ftlb Total Moment at SIII= 1076 ft Ib TOP of Jamb BTM of jamb Tether force Tether force from head 106 37 from sill 44 106 jamb trib 180 180 total 330 Ib 322 Ib Door Sect 21.xls I I POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. SUite 202 . Kirkland. WA 98033 I (425) 827-5995 . Fax 1425) 828-4850 Job Nate PE.~\ N SlA L.+\ Co <"'U::Cie.- A ~ SISLT10tJ Lsc...rul< - 1/ l/ I~z/ ) /A42.G I I A441 ) / A31?J A 203, 3~,02. oJ , 6~' - <S - -So ~Ie~\... E.Da-E: 6'1 Of11eRS Made by K N Checked by Descnptlon ~ \ .r; , ,q) @ ?66-rlON L.-E-c.IUR~ HAL..l., WA L-L.- Date 4/17/ Of.; Job No GO 30 Date Sheet No c- 8 I 20 HALt. W A-lL SW3 000TtZS - 54 D~L..8 6UO AT tACH STUD W/l2..) HILTI X-EDtvl 22 pg To STEEl- E..ocXE 600S2BO- 54 AT IG II O,t;. bOOTtZ5- S~ wi if) ,4T IZil O'C. Poggemeyer Design Group Made By KN I Date' 4/17/06 IJob No. 6030 Consulting Engineers Checked by I Date ISheet No C-82.. 512 6th Street South, SUite 202 Kirkland, WA 98034 (425) 827-5995 Fax' (425) 828-4850 Description' Section 21 Job Name Penisula COllege Lecturre Hall Window 1'-5 X 2'-0 I"'~ W= A= B= c= Total wall helght= 1.5 ft 7ft 2ft 4.5 ft 13.5 ft Wind/Seismic Uniform load 40 psf Window span vert unit weight of wall = 15 psf HEAD Head out of plane load = Head to jamb reaction = 135 Ib Out of plane moment = Horizontal Head Gravity load = Head to jamb reaction = 79 Ib Gravity moment = Vertical Total Head reaction = 2141b SILL Sill out of plane load.= 130 plf Sill to jamb reaction = 98 Ib Out of plane moment = 37 ft Ib Horizontal JAMB At Head y= 65ft At Sill y= 4.5 ft Moment from trib = 606 ft Ib Moment from trib = 539 ft Ib Moment from head = 455 ft Ib Moment from head = 315ftlb Moment from sill = 228 ft Ib Moment from sill = 293 ft Ib Total Moment at Head= 1289 ft Ib Total Moment at Sill= 1147 ft Ib TOP of jamb BTM of Jamb Tether force Tether force from head 65 70 from sill 33 65 jamb trib 180 180 total 277 Ib 315 Ib Door Sect 21 xis Poggemeyer Design Group I Consultin En ineers 512 6th Street South, SUite 202 Kirkland, WA 98034 \(425) 827-5995 Fax (425) 828-4850 Job Na~e Penisula Colle e Made By Checked by KN Date 4/17/06 Date Job No . Sheet No 6030 C, Description Section 21 Lecturre Hall Door OJ )<~ W= A= B= c= Total wall height= 1.5 ft 3.5 ft 6ft 4ft 13.5 ft r- Wind/Seismic Uniform load 40 psf Window span vert unit weight of wall = 1 5 psf HEAD Head out of plane load = 190 pit Head to Jamb reaction = 143 Ib Out of plane moment = 53 ft Ib Horizontal Head Gravity load = 52 5 pit Head to Jamb reaction = 39 Ib Gravity moment = 15 ft Ib Vertical Total Head reaction = 1821b SILL Sill out of plane load = 200 plf Sill to jamb reaction = 150 Ib Out of plane moment = 56 ft Ib Horizontal JAMB At Head y= 10 ft At Sill y= 4ft Moment from trib = 466 ft Ib Moment from trib = 506 ft Ib Moment from head = 369 ft Ib Moment from head = 148 ft lb Moment from sill = 156 ft Ib Moment from sill = 422 ft Ib Total Moment at Head= 991 ft Ib Total Moment at Sill= 1076 ft Ib TOP of jamb BTM of jamb Tether force Tether force from head 106 37 from sill 44 106 jamb trib 180 180 total 330 Ib 322 Ib Door Sect 21.xls Made by I<N Date 4-17- 0 & Job No 6030 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No C- '&4 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 1425) 827-5995 . Fax (425) 828-4850 DeSCrIption SUTION 2\ Job Name fttvltJ~u LA WLLE6E LE-CTlAef..- HAlt-- W IWltW A203) 3$~302-1 ~4Lb ) ~44' I ')2.4-~313 .5203, HEAD8fC - WEAl! AXIS W::: 15fSf C 7'):::; 105 ~ .ll:- ( , ') 2. (vi -;:: 105?( ~ /,s / = 30:11:-( ?3 (vi A.. =-_ " 0 ::: 36 :i:! -I > ~o.ft --I O/(, 54 1'~7 R=: '2.(4# (]) SHEA~ ALU9WA-8LE :::- ~ /' V4-.# or- USE &~ TI'Z-S - 54 \r(Z) CD AT tAU) E~p JAMb - 5TIeOrvG A)('~::.- I"Z 6' 0 :It--I rbEl)52t()-54 - 2503 6605162.-4'-' - I?)C) \ 3 S~ Y =- 23.3z.il-t '/ 12~~ #--\ 01', /\lb7 DEfl-GC- T /0r0 )f:-~ Nt;xT PPr6r:t 1.5' Window Header - Weak Axis 600T125-54 w:= 15.7 w= 105 t&5' 1 xa:= .05 L:= 1.6 d x:= 1 4 5.w--.(L.12) 12 384.29500000.(Cxa) d x = 0.01 L.12 D allow:= - - 360 D allow = 0.053 13.5' Window Jamb Out-of-Plane Axis 6008162-43 6008200-54 w:= 40.1.5 w = 60 Cx:= 2.32 + 3.31 L:= ]3.5 d x:= 1 4 5.W--.(L.12) 12 384.29500000. (l_x) d x = 0.27 L.12 D allo:= - - 360 D allo = 0.45 POGGEMEYER DESIGN GROUP Made by KN Date4/18/06 Job No 6030 Consultmg Engmeers Checked by Date Sheet No. e.~b Northwest Division 512 6~h ~~reet South SUIte 2~: . Kirkland, WA 98033 Descnptton Section 7 425 827-5995 . FAX. 425) 828-4850 Job Name Peninsula College Lecture Hall Window 600T125-54 wADOn Each Side A203, 3&4/A302, 1/A426, 1/A441, 1,2&3/A313, S203 ~ -, I (j) I GJ I I GJ I r T -, I GJ I (j) I (j) (j) (j) (j) GJ GJ (j) DSLB 600 w/ (2) Hllli X-EONI 22P8 to Steel Edge --__ _ _ _ _ __ ___ _ __1_0_1______ _ _ __ _____ STUD WALL PER SECT 20 -C >< en 0 Qi :'2': ::r:: 0 I 0 1'-5 Max - S: <.0 I GJ I BOXED JAMB PER SCHEDULE STUD AT 16" PER SECT 20 W/(2) CD TOP & BOT SILL TRACK See Nested H ad I (j) I I (j) I CLIPS PER 1 5 1 600T125-54 w/ ([)ot 12" 0 c CLIP @ (2) CID TO CONC (J)C]) TO STUD Mil GA NTS 33 43 54 68 97 20 18 16 74 12 C) Lecture Hall Window ~ 4. f jl'f~'f'J1 l\jr ao~.f tJNg CONSULTING ENGINEERS Made by KtJ Checked by Date 41 I '6/ OJ; Job No ~o,o Date Sheet No C g 7 POGGEMEYER DESIGN GROUP 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 I 1425) 827-5995 . Fax (425) 828-4850 JObNare PEtJIVJSuU\ CoU-6GrB Descrrptlon ~ e::e-- T I O~ 'Z 0 €f "2.-1 BOTTOM SLOP6.P CDiVIJIFOAJ 17/ 1441 W -:::- 40 PSF ( 7 1-1- "2-1 ) '3bO-#;; "2/1 EMBED S H fA Ie. AlLMrtBL-6-:::, 1110 r!\= ~S& % 1/4; WI z// t:../YI,eeD AT 2.4/1 0, c, l rssre. I b7 '0 Made by K!\J Date Lf -1'6 -Db Job No 603.0 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Checked by Date Sheet No {, &'3 512 Sixth Street South, SUite 202 . Kirkland, WA 98033 (425) 827-5995 . Fax (425) 828-4850 DeScription 5f:-L T 10"-' 20 g;.. '2.' Job Name PBrJl~5ULA Go L.LECtE: Bor-rOM 5L,oPSD CoklIDITIOIJ 17/ IA441 ~~:~D PeR A~tH, If \ \ \ \ , SEE SECT. 20 AND '2.( \ \ \ \ \ \ ~ 15EV'EL\ ' PRe;'S5lA eE TRe-ATEP '2. x ~ By OTHfe.s ,6 ~ o 411 3/ 'J"A /~ 'r ~,4LLJ. .)ceEW A tv (,f-UJ e.. Ar 2411 w/z" EM8f;D AT Ssc-r, 21 LASE: C') ~l!epcfSA ~rt/TEI0 CI-I P 2> NS To Co,,-/c, @@ C:;ev II OtJ BOTTOM SLOPED WVVDITlotJ V~ 3I":l; I- ~ 12 =: o a!~ ~p J: .1. (.) ~". ~ ;;; z ~ .... ((:) S 96-'1700(:# pa[oJd alBls 13S OIS 8NIG11nS A8010NH831 ~ 38N318S 3831108 V1nSNIN3d ~ ~~ ~:a! Ie I~ I ~ N ~, ill V\ @--------------: @__h_____ Ie I~ I LJ I '__LJb -- -~-~-..... -~--;'--"- u l~I!!!!1 d~ IIIII1 ~" I I I I I I I t ~ ~ t ~ .'~ ":i ~~ ~:~ :::,~ I- -," 01 I I~ ,E I I I I I I -"~-"..- ....-...- r---- ~---=-- " 'I -_=~~i:~~:-J J - ~ f. I ~-~~l f~~}?i~~~,.'.~.;~ : ~,~;~~::.:~...tl.~- :.~-:-'--:-...:+ .--"':-. :--. ':'~-;1'.. ' { '-0.-,,' _ -1..,' _-, '1111'-:'I-II!.L lJ'7 _ I . t t- 11...._....1 _I i':' l' ,_, L':("-1 :_ . j~ qllL,~~=r. :~is~t~: I: ~;\ :Ir'~ ~~:- ---+----- I I I I I I I I I I I I I ,"- ~.It ~.. .:,,1.....~_.. ._ ,_ ~_. ~... ......., . , , , " , ;;;::;~:t~!::~:-:~.-; ';;:-d::i._ LJ ~c~1~;;15~D~~: I I I ..' ~ : I ';.'-!-:" 'J._' , , , , , ., "" f- : (.j::bi;;j.. _: '~h;uL _ ......__.......u.._ _ ~ _ .... -- 4" - -" - I I .: : @f:'-- - , I ," ~! d~ - i illd. (0 C\J ~ cg~ . ;; Oi ~~ ~; o. .v lii~ . ; z ~ o ~ ~ ~ ;:~ z o ~ i;I~ ;:~ z o ~ ;i ~ ;:~ z o <= ~ ~ ~ ;:~ .. GI leBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD . WHITTIER, CAliFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copynght @ 1995 ICBO Evaluation Service, Inc Report No. 2388 Reissued November " 1995 Filing Category: FASTENERS-Manual, Pneumatic or Powder-driven Steel Studs and Nails (066) HILTI LOW-VELOCITY POWDER ACTUATED DRIVE AND HILT! PNEUMATICALLY DRIVEN FASTENERS HILTI, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 I. Subject: Hlltl Low-velocity Powder Actuated Drive and Hiltl Pneumatically Dnven Fasteners. II. Description: A. General: The fasteners are manufactured from austemp- ered steel conforming to AISI1 061. Most fasteners are zinc plated to ASTM 8 633, SC 1, Type III. The X-CF fasteners have a clear polymer compound coating and X-DE20T fasteners have a black phosphate coating. The fasteners are manufactured In nails, or threaded stud types with vanous shank diameters, thread diameters, lengths, and knurled or smooth shanks. Fastener types, deSCriptions, dimensions and allowable loads for fastening to steel are noted In Tables 1 through 3. Fastener types, descnptions, dimenSions, required penetrations, and allowable loads for fastening to normal-weight and lightweight concrete are noted In Tables 4 through 7. Fastener types and allow- able loads for fastening metal siding and decking to structural steel are noted in Table 8. Fastener types, dimenSions, reqUIred penetrations and allowable loads for fastening to concrete masonry Units are noted In Table 9. B. Installation: The fasteners are used to attach various materials to sub- strates of concrete or steel. For ceiling suspension systems, special T8 eye pin or ceiling clip assemblies are available. Fastener placement reqUires a HIIlI low- velocity powder-actuated tool or a Hiltl pneumatic tool In accordance with HIIlI recommendallons. When Installed In steel, minimum spacing between fasteners is 11 h Inches (38 10m) on center and minimum edge distance IS 1/2 Inch (13 mm). Fasteners are driven Into concrete after the concrete attains the required deSign compressive strength. When Installed In concrete, minimum spacing between fasteners IS 4 Inches (102 10m) on center and mInimum edge distance IS 3 Inches (761010). Concrete thickness must be a minimum of three times the penetration of fastener Into concrete. PinS attaching wood or steel sill plates to the perimeter of concrete slabs are limited by the following conditions' a. Floor slab and foundation wall or footing beneath are placed monollthlcally to aVOid constructIOn JOints. b. Foundation walls are cast-In-place concrete. C. Wood Connections: Where wood members are attached by fasteners, the connection to wood must be investigated to ensure allowable shear and with- drawal values are not exceeded. Allowable values for nails In Section 2340 of the code can be used proVided the diameters are less than or equal to the HIIlI fastener shank diameter. Washers are requITed to reduce wood-bearing stresses. D. Identification: The word "Hilli" is stamped on the steel washers, pre- mounted on the fastener. On fasteners with plastiC washers, an "H" IS Imprinted on the head oflhe fastener. The ENKK, X-DE20T and X-CR fasteners are identi- fied on the packaging. III. Evidence Submitted: Shear and pullout test results, descriptive details, installallon Instructions, and data In accordance with ICBO ES Acceptance Cri- teria For Test Method to Determine Bending Yield Moment of Nalls (AC95) dated September 1993. Findings IV. Findings: That the Hilti Low-velocity Power Actuated Drive and HiIIi Pneumatically Driven Fasteners described in this report complies with the 1994 Uniform Building Code™, subject to the following conditions: 1. The fasteners and installation comply with the code, this report and the HiIIi, Inc., instructions. 2. Allowable tension and shear values are as noted in this report. No increase is permitted for wind or seismic loading conditions. This report is subject to re-examination in two years. TABLE 10-CONVERSION FACTORS TO CONVERT TO MULTIPLY BY I Inch mm 254 ] pound Newtons 4,448 Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members ofICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staffhas reviewed the test results andlor other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter In the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 10 2388 TABLE 1 ALLOWABLE WORKING VALUES FOR LOW.VELOCITY FASTENERS DRIVEN INTO A36 STEEL 1.2,5 (POUNDS) OESCR IPTlON FASTENER SHANK 1/8 f nctl 3/16 Inctl 1/4 Inch 3/8 Inctl 1/2 Inch ~ 314 inch TYPE DIAMETER ( Inctlea) TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR Oome-tleed Na! I )(-EONI 0.145 55 230 235 425 415 620 405 680 440 605 250 545 Knurled Shank lCnob-tlllDd NIIl ENK 0.145 ... ... 235 540 275 620 275 665 270 640 ... ... Knurled Shank 1/4"'20 Threaded Stud EI/6 0.145 ... ... 235 540 275 620 275 665 270 640 ... ... Knurled Stlenk Heavy.duty Oome.tlead Nel I EDS 0.177 ... .., 165 665 335 935 400 970 515 995 '" ... Knurled Shank 3/8"-16 Ttlreaded Stud E\ll0 0.205 -.. ... 200 750 510 1500 575 1540 445 1100 --. ... Knurled Shenk Dome.head NlllI X-ONI 0.145 ... ... 180 490 255 590 345 655 375 690 ... ... Smooth Shank) Heevy'duty Oome'heed Nail OS 0.177 ... ... 195 795 310 625 390 780 280 810 ... ... Smooth Shank Drywall Treck Nail Smooth ES016P8T 0.145 ... . .... 125 530 165 575 165 620 135 460 ... . .. Shank Dome.head Nail )(-ZF 0.138 5S 230 115 42S 165 48S 265 565 ... ... -.. ". Smoodl shank'" 0.145 Knob-tleed Nal I )(-CR 0.145 150 270 250 450 285 480 280 520 250 520 .. - , ... Stainless Steel lThe allowable shear and tension values are for the fasteners only. Wood or steel members connected must be investigated in accordance With accepted design cntena. 2Fasteners shall be driven to a penetration where the shank pierces the steel except as noted in this report. 3X.EDNI fasteners Installed in 314 inch or greater thick steel require 7/16 Inch penetration. 4X.ZF fasteners In 9/16 inch, 5/8 Inch and 2 7/8 inch lengths have a O. I 45-inch.shank diameter. All other X.ZF fasteners have a O.138.inch.dlameter shank. 5Equlvalent metnc quantities are in Table 10 "'C III ro tD N o -~ ...... o :;0 tD "C o ::+ z ? N W 00 00 \J\ N 2388 TABLE 2 ALLOWABLE WORKING VALUES FOR LOW-VELOCITY FASTENERS DRIVEN INTO A572 STEEL 1.2.4, SHANK 1/8 Inch 3/16 Inch 1/4 Inch 3/8 Inch 1/2 Inch 3/4 fnch DESCRIPTION FASTENER DIAMETER TYPE CInches) TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR Dom&'head Nsll X'EDNI 0.145 70 270 165 365 265 465 300 660 325 n5 u. .u ICnu~lad Shank Heavy-duty X-ALH' 0.177 eo. ... -.. .. . ... '" 320 745 340 990 145 685 Dom&-head Nail Smooth Shsnk IThe sllowable shes~ end tension values are for the fasteners only. Wood or ateel membera connected must be Inveatlgated In accordance with Bccepted design criteria. 'Feateners shell be d~lven to a penet~atlon whare the shenk ple~ces the steel except as noted In this report. 'X-ALH faatane~s Installed In 3/4 Inch thlck steel requlre 1/2 lnch penetrltlon. 4Equivalent metric quantlties are in Table 10. "tJ III 10 CD w o - .... o ;;0 CD "C o ~ z ? I\.l W co co \[\ ~ 54 Page 4 of 10 I I Report No. 2388 I TABLE 3-ALLOWABLE WORKING VALUES FOR WOOD ATTACHED TO STEEL FOR LOW.VELOCITY FASTENERS'.2,8,e (POUNDS) MINIMUM LOAD DESCRIPTION SHANK FASTENER STEEL THICKNESS DIAMETER TYPE (inches) TENSION SHEAR ( inches) I . 0.145 X-EDNI' 1/8 160 Dome-head NaIL - -- Icnurled Shank I . 0.145 NK, DNI' 3/8 250 250 pome-head NaIL Smooth Shank r.eaVV-dutY Oome-head 0.145 OS' 3/8 310 305 Nail Smooth Shank bome-head Naf l 0.145 DNI" 1/4 - -- 300 Smooth Shank I DNI-47-MX' Dome-head Nail 0.145 1/4 150 230 $mooth Shank I X-CRr 150 230 ICnob head Nail 0.145 1/8 t,:nless Steel th Shank "Thb allowable shear and tension values are for fasteners only. \Iced or steel members connected must be lnJestigated in accordance with accepted design criteria. Loads are based on ASTM A 36 steel. 2FJsteners shall be dnven to a penetration where the full diameter of shank pierces the base steel. 3FJsteners are used to attach 3f4.inch or 1 1/8-lnch-thlck plywood to a No. 11 gage (0.1196.inch bare steel) minimum steel members Wij no washers used. 'Fatteners are driven through a 1 7/J6-inch-dlameter, 3/64-lnch washer to attach 3/4-inch-thick plywood and a 2-II,Ch nominal thick wood member to a 3/8-inch (minimum) thick steel member. "Falfteners are driven through a JIB-inch-diameter, 3/64-inch-washer to attach a 2-inch nominal thick wood member to h 3/8-lnch minimum thick steel member. 6FJteners are dnven through a 1 7/16-inch-diameter, O.060-inch-lhick washer to attach 112-inch Structural I plywood to a 1 /4-mch (mmi- mum) thick steel member 7Falteners are driven through wood members nominally 2 Inches thick into l/4-inch-th.ck steel members using pneumatic tools. I . 8Use of values to design or analyze diaphragms Is beyond the scope of thiS report. 9Eq I ivalent metric quantities are In Table 10. S5 Page 5 of 10 Report No. 2388 TABLE 4 ALLOWABLE WORKING VALUES IN NORMAL-WEIGHT CONCRETE FOR LOW VELOCITY FASTENERS',2,S CONCRETE STRENGTH (Pounds per Square Inch) SHANK HINIHUM DESCRIPTION FASTENER DIAM. EHBEO 2000 3000 4000 6000 TYPE (Inches) (Inches) TENSION SHEAR TENSION SHEAR TENSION SHEAR TENS ION SHEAR 5/8 --- n_ n_ n_ --- n_ 45 60 3/4 70 90 90 105 110 125 75 95 Dome-head X-OHI 0.145 Hall 1 90 140 120 160 155 185 130 195 I 1/4 125 180 155 220 185 260 215 26S 1 1/2 165 225 190 280 215 335 n_ --- 3/4 55 90 70 105 90 125 --- --- Dome-head X-ZF' 0.145 Nail 0.138 1 BO 135 105 155 130 180 _n n_ 1 1/4 125 190 150 220 180 260 --- --- 3/4 45 90 n_ --- --- --- --- h_ n at-head X-CF 0.138 Nail 1 55 130 _n --- --- --- --- --- I 1/4 120 175 n_ --- --- --- --- --- Heavy-duty X-AlH 0.177 3/4 --- --- _n _n --- --- 75 95 Dome-head Nail 1 1/4 --- --- _n _n --- _n 215 265 Knob Nail NK 0.145 1 1/8 90 160 115 225 145 265 --- --- Dome-head OS 0.177 1 7/16 150 250 205 285 275 330 --- --- Nail Come-head X- 0.138 3/4 --- --- --- 90 --- 90 --- --- Nail ZF22PBT" 7/8 --- --. --- --- IDS --- --- --- Eye Pin T8 0.158 1 1/16 --- --- _n --- 125 --- --- --- 1/4-20 Threaded W6 0.145 1 1/8 90 160 115 225 145 265 --- -- Stud 318-16 Threaded WI0 0.205 1 1/4 220 390 280 445 345 500 --- --- Stud Flathead Track X-DE20T 0.125 5/8 45 75 n_ --- --- --- --- --- Nail Stainless Steel X-CR o 145 1 --- --- 95 200 100 200 105 200 Nail 'The allowable shear and te"~;;on values are for fasteners only. Wood or steel members connected ....st be Investigated in accordance with accepted design criteria. 'For concrete stren9ths not listed between the limits shown. working values may be determined by linear InterpolatlolL 3X-ZF fasteners in 9/16 inch and 2 7/8 inch lengths have a O.145-mch-dlameter shank. All other X-ZF fasteners have a O.138-mch-diameter shank. 4A1lowable values are for normal-weight concrete. Fasteners are driven through No. 14 gage (O.0747-lnch bare steel) maxImum thick sheet metal and are limited to fastening steel floor or ceiling channels to concrete for intenor nonbeanng walls. 5Equlvalent metric quantities are m Table 10. S6 Page 6 of 10 I I Report No. 2388 I TABLE ~ALLOWABLE WORKING VALUES IN MINIMUM f'r: = 3,000 PSI STRUCTURAL UGHTWEIGHT CONCRETE FOR LOW-VELOCITY FASTENERS1,4 (POUNDS) FASTENER INSTALLED FASTENERS [NSTALLED THROUGH METAL DECK' I N CONCRETE DESCRIPTION FASTENER SHANK HINIHU14 TensIon TYP[ OIA. [H8ED. Shear (Inches) ( Inches) Lower3 Upper TensIon Shear Flute Flute 1 110 125 60 110 200 Dc ne-head Na i1 X-ON I 0.145 1 1/2 185 225 130 185 280 1 95 120 55 95 200 Dc ne-head Na 11 J.-Zf 0.138 I 1/2 180 195 130 180 255 nl thead Na 11 X-<:F o 138 1 95 120 --- 95 130 Fl thead Track Nail X-DE20T 0.125 5/8 55 70 2S 55 110 1 110 125 --- liD 200 Knob-head Ita i 1 II: 0.145 1 1/4 140 175 --- 140 240 1 1/2 185 225 --- 185 280 1 114 285 245 --- 285 245 He,vy-duty Dane- 05 0.177 1 1/2 320 325 --- 320 325 head Hall I 1 5/8 400 410 --- 400 410 1/1-20 Threaded 1 110 125 --- 110 200 116 0.145 1 1/4 140 140 --- 140 240 St.ld I 1 1/2 185 185 --- 185 280 I X-ZF22P8T 0.138 5/8 85 110 85 110 Daile-head Nail --- I 1 265 190 --- 265 190 1 114 280 380 280 380 3/ -16 Threaded VlO 0.205 --- St d 1 5/8 445 540 --- 445 540 3/4 90 125 --- 90 125 8-32 Threaded 114 0.138 1 110 170 --- liD 170 StJd 1 118 185 I 150 185 --- ISO I 7/8 90 75 --- 90 75 T8 0.158 1 90 80 --- 90 80 Eye Pin I 1 1/4- 90 85 --- 90 85 'The fnowable shear and tensi... values are for fasteners only. Wood and steell11e111ber connected must be investigated In accordance Wlthfccepted design criteria. 20ec musl be a minimum No. 20 gage (O.0359-lnch bare sleel). "Lowe flute width must be at least 4 1/2 Inches. 4Equ1 alent metric quanllties are In Table 10. TABLE 6 ALLOWABLE WORKING VALUES FOR CEILING CLIP ASSEMBLIES'.5 3000 PSI LIGHTWEIGHT CONCRETE NORMAL WEIGHT CONCRETE OVER METAL DECK' SHANK FASTENER DIAM. MIN. 4000 PSI 6000 PSI LOWER FLUTE' UPPER FLUTE lYPE (In) EMBED. SHEAR TENSION 45' SHEAR TENSION 45' SHEAR TENSION 45' TENSION 45' CC27DNI27PBT 0.145 15/16" 95 105 140 --- --- --- 40 55 75 90 175 CC27DNI37PBT 0.145 1 3/8" 150 160 195 n_ _n --- 80 105 120 145 235 CC20ZF27P8T 0.138 15/16" 90 100 130 _n --- --- 30 40 75 90 175 CC20ZF37P8T 0.138 1 5/16" 130 145 195 --- --- n_ 65 85 115 135 220 CC27ALH22P8T 0.177 3/4" _n _n --- 85 90 120 --- --- n_ --- n_ CC27ALH37P8T 0.177 1 5/16" _n --- _u 155 I 165 205 n_ --- _n _n --- IFasteners shall not be driven until the concrete has reached the designated ultimate compressive strength. 20eck must be a minimum No. 20 gage (0 0359-inch bare steel). 'Concrete material thickness at the pOlnt of penetratIon must be three times the fastener penetration. 'Deck flute width must be at least 4 1/2 inches. 5EqUlvalenl metric quanblles are In Table 10. "'CI III CO CD ....., o .... ~ o :;0 CD '0 o ~ z ? ~ (.0) ():) co ~ ~ TABLE 7-ALLOWABLE WORKING VALUES IN NORMAL.WEIGHT CONCRETE FOR PNEUMATIC TOOLS (POUNDS)1,2 PENETRATION CONCRETE OESCR I PTI ON FASTENER TYPE SHANK DIAMETER DEPTH TYPE OF LOAD STRENGTH (Inches) (Inches) 3000 PSI Flathead Na 11 X-ZF20-MX 0.138 3/4 Shear 85 MagazIne Tension 70 Fl athead Na 11 X-ZF-MX' 0.138 1 1/4 Shear 150 Magazine Tension 125 Flathead Na 11 X-ZF -MX" 0.145 1 7/32 Shear 175 Magazine Tension 140 lX.ZF fasteners In 9/16 Inch, 5/8 inch and 2718 inch lengths have a 0.145 inch shank diameter All other X-ZF fasteners have a 0.138-inch-dlameter shank. 2 Equivalent metric quantities are in Table 10. "tJ Dl (C CD co _0 .... .... o ;;0 CD "C o ::l. z ? I\) (,.) 00 co Ul 0\) TABLE &-ALLOWABLE WORKING VALUES FOR ATTACHING METAL SIDING AND DECKING1,2,4,5 (POUNDS) PANEL THICKNESS (Inches 1 BASE STEEL 0.0594 0.0474 0.0338 0.0295 0.0239 o 0179 FASTENER THICKNESS3 /16 Gau<lel /18 Gau<lel /20 Gau<lel (22 Gauael (24 Gauae} (26 Gauael TYPE (inches) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tenslan Shear ENPZ-ZHI5 . I/~ 280 580 240 440 200 340 160 320 145 220 110 200 ENPH2-21-Ll5 . 1/4 280 580 240 440 200 340 160 320 145 220 110 200 ENKK-20-S12 . lie 200 530 175 425 140 340 140 300 115 210 50 200 ENP2K-20-Ll5 . lie 265 585 230 470 200 360 150 280 105 245 70 185 X-EDNK22THQ12 : ~~: 280 585 280 470 215 360 125 280 90 245 70 185 X-EDN19THQ12 . ;~~I 280 585 280 470 215 360 125 280 90 245 70 185 << - X-CR16S12 . 1/8 235 530 190 425 160 340 125 250 --- u_ u_ --- << 1/2 'Loads based on ASTM A 36 steel base material and decking ar siding with yIeld point, F, . 33,000 pst. 2The allowable shear and tension values are for the fasteners only. Wood or steel members connected must be investigated in accordance with accepted design criteria. 3Fasteners shall be driven to a penetration where the shank pierces the steel except as noted in this report. 4For steel deck diaphragms with fasteners, Evaluation Report No. 4373 has applicable information. 5EqUlvalent metric quantities are in Table 10. "tl Dl lC CD (0 o - ...... o :;0 CD "C o ::+ z o '" CN co co If) -..Q TABLE ~ALLOWABLE WORKING LOADS FOR LOW-VELOCITY FASTENERS INSTALLED IN CONCRETE MASONRY UNITS1.2,3,8 (POUNDS) HOllOW CHU GROUTED CMU FASTENER SHANK MINIMUM FACE' " MORTAR JOINT FACE MORTAR JOINT DESCRIPTION TYPE DIAM. EHBED (Inches) l1nches) Tension Shear Tenslon Shear Tension Shear TensIon Shea r Dome-head Nal1 X-DNI 0.145 1 35 65 --- _u 90 150 150 115 Dome-head Hall X-ZF 0.145 1 -- -- 45 70 90 125 120 115 0.138 Flathead Nal1 X-CF 0.138 1 35 65 45 70 -- -- -- -- 1/4-20 W6 0.145 1 35 65 70 100 90 130 .- .. Threaded Stud 'The tabulated values are for fasteners Installed !~ concrete masonry units conforming to ASTH C90, Grade H. Type 1. 'The allowable tension and shear values Hsted are for the fastener only; wood or .teel members connected must be Investigated In accordance wlth accepted desIgn criteria. 3Mortar shall conlonn to Table 21-A 01 the code as Type M mortar. 'No more than one fastener may be Installed In an IndivIdual cell. 'Face .he)l thtckness shall be a minimum of 1 1/4", 6EqUlvalent metnc quantities are in Table 10. "'D III co CD ..... o o - ..... o ;0 CD '0 o ;:l. z ~ ~ w co 00 lJ) o 511 trse of Powder Actuated Fasteners (P AF) with Drift Clips As Manufactured bv The Steel Network, Inc. Introduction: Drift clips are used to accommodate vertical deflection and lateral drift requirements for connections between light steel framing and primary structural system. Pre-installed step bushings in vertical and horizontal slots ensure movement allowance between stud, clip, and primary stmcturc, while maintaining positive attachment bctween the three structural parts. It was required to investigate the option of using PAF systems between drift clips and structural system in lieu of using screw attachment. PAF systems are easy and quick to install compared to screw attachment, and their use is growing everyday. Test: The following test was perfonned to investigate the option of using PAF fastencrs to attach drift clips to 2. steel stmctural system. Components of the test are: · Hot-rolled steel W -shape beam with W' web thickness · DriftClip DSLB600 - 97mB (12 ga) - ASTM A653/A653M, SS Grade 50 ksi. · TSN steel step bushings # SSW-2110. · Hilti P AF X-EDNI 16P8 (leBO ER-2388) with 0.145" shank diameter and 5/8" length. · Hilti gun tool DX-Kwik 460 to perform the attachment operation. The clip was mounted to the web of the W-shape steel beam with the step bushings attached per TSN procedure. P AF fasteners were shot into the bushing to fasten the clip to the steel beam. The figure below shows the final attachment. Figure 1: Drift clip attachment to steel beam using P AF system Results and Conclusions: The main purpose of the test was to insure the functionality of the drift clip with the P AF attachment. This functionality was verified by checking the following: · Movement-allowance between the clip and the steel beam exist. · 1\0 permanent deformation existing on the surface of the bushings or the clip. · Full penerration of the PAF into tl}e web ofthe steel beam was achieved. The above results show the possibility of using P AF with drift clips without affecting the functionality of the clips. Allowable loads of the clip and the attachment to the stud framing are per TSN load tables. However, corresponding analysis of the P AF system to the primary stmcture needs to be performed by the Engineer of Record to complete the design requirements of the connection. Engineering & Research DiviSIOn The Steel Net\vork, Inc. 888-474-4876 Febmary 2004 L. ~"'/';5 '<<~ ;"" "" I 0:" LEGACY REPORT I ~ ~ ,,~w I ICC Evaluation Service, Inc. Business/Regional Office · 5360 Workman Mill Road, Whittier, Califomla 90601 . (562) 699-0543 I Regional Office. 900 Montclair Road, SUite A, Blrmmgham, Alabama 35213. (205) 599-9800 www.icc-es.org Regional Office. 4051 West Flossmoor Road, Country Club Hills, illinoIs 60478. (708) 799-2305 The slubcommittee on Evaluation has reviewed the data sleeve and a Zamac 7 alloy Internally threaded expander cone I submitted for compliance with the Standard Building Cade<G>, With a senes of Integral nbs The vertical nbs prevent the cone the saccI Standard far Hurricane Resistant Residential from turning In the sleeve as the anchor IS tightened. The cone Cansttuctian@ SSTD 10-99, the International One and Two is also chamfered at the top for easy screw starting. The zinc Family Dwelling Cade, and the Florida Building Code 2001 - cone IS open bottomed to allow for the use of a slightly longer Buildi~g and submits to the Building Official or other authority bolt Upon Installation, the lead sleeve IS dnven Into the anchor havinSiurisdictionthefollowingreport. The Subcommittee on hole such that the sleeve IS flush with the top of the threaded Evaluation, ICC-ES and its staff are not responsible for any Zamac alloy wedge. errors br omissions to any documents, calculations, drawings, specifibations, tests or summaries prepared and submitted by the de~ign professional or preparer of record that are listed in the Substantiating Data Section of this report. Portions of this rePort were previously included in Evaluation Report #9944.\ REPORT NO.: 9944A I EXPIRES: See the current EVALUATION REPORT INDEX I CATEGORY: FASTENERS I SUBMITTED BY: I POWE'ilS FASTENERS, INC. 2 POWERS SQUARE NEW RpCHELLE, NEW YORK 10801 914-23 6300 www. Powers Fasteners Anchors: 1.1 ~/4" Calk-In 1 2 ~/16" and 1/4" TAPPER Concrete Screw 1 3 ~/4" to 3/4" Lok/Bolt Sleeve Anchor 1.4 ~/4" Zamac Nallin 1.5 r/4" Zamac Hammer-Screw 2. SCOPE OF EVALUATION &""+ 3. iSES Powers Fasteners' Anchors are used for fastening Into concrete and ma onry 4. ESCRIPTION I 1/4" Calk-In I The Cal~-In anchor consists of an Antimonial Lead alloy calking I ICC-ES legrC)l reports are not to be construed as representmg aesthencs or any other attnbutes not specifically addressed, nor are they 10 be construed as an endorsement of the subject of the rep07 or a recommendatIOn for lis use There IS na warranty by ICC EvaluatIOn ServIce, Inc, express or Implied, as 10 any findmg or other matter m thIS report, or as 10 any product covered by re report Copynght @ 2005 1. RODUCT TRADE NAME 4.1 5/2.. 9944A Reissued July 1, 2005 4.2 3/16" and 1/4" TAPPER Concrete Screw The TAPPER Concrete Screw anchor IS produced In either hex washer head or Phillips flat head styles from Perma-Seal@ coated or ZinC plated carbon steel and Type 304 stainless steel. The Perma-Seal version IS available In vanous lengths In both 3/16 and 1/4 inch diameters. The Type 304 stainless steel IS available in vanous lengths of 1/4 Inch diameter. The anchor matenalls either Type 304 stainless steel or case hardened AISI 1022 carbon steel with either a Perma-Seal Fluoropolymer coating or zinc plating under ASTM B 633, SC1, Type III 4.3 1/4" to 3/4" Lok/Bolt Sleeve Anchor The Lok/Bolt Sleeve Anchor is a pre-assembled Single Unit sleeve anchor available In carbon steel and stainless steel which may be Installed In concrete or CMU The anchor diameter is the same as that for the hole. The anchor consists of threaded plow bolt which has a cone shaped end. PreCIsion stamped tubular expansion sleeves are assembled over the plow bolt and butted against the cone A nylon compression ring IS added, then one of seven head styles is assembled onto the plow bolt to complete the anchor: hex nuVwasher, acorn nuVwasher, round head post nut, flat head post nut, threshold flat head post nut, tie-Wire post nut, or rod coupling. Extension sleeves are added for longer lengths The Lok/Bolt is designed to draw the fixture into full bearing against the base matenal through the action of ItS flexible compression nng. As the anchor IS tightened, the nylon compression nng compresses so that the fixture is secured against the face of the base material. The carbon steel component matenalls AISI1 01 0/1 018 and AISI 1010/1020 With ZinC plating under ASTM B 633, SC1, Type III. The stainless steel component matenalls Type 18-8 SS or Type 304 SS. 4.4 1/4" Zamac Nailin The Zamac Nallin IS a nail dnve anchor which has a body formed from Zamac alloy. The nails are available In carbon or stainless steel. The anchor is Installed In concrete or CMU. The diameter of the Zamac Nailin anchor IS the same as that for the hole. A corrosion resistant alloy, Zamac 7 IS used to form the anchor body With either a mushroom or flat head. On the working end of the anchor, two longitudinal slots are formed to allow each half Page 1 of 6 " .. 9944A SI3 PAGE 2 OF 6 of the body to expand. The anchor is pre-assembled with either a carbon steel or stainless steel nail. As the nail is dnven into the anchor body, each half of the expansion mechanism IS compressed against the walls of the dnlled hole. The anchor IS not recommended for applications overhead. The anchor body IS Zamac 7 alloy. The dnve nails are either AISI 1018 carbon steel With ASTM B 633, SC1, Type III zinc plating or Type 304 stainless steel. 4.5 1/4" Zamac Hammer-5crew The Zamac Hammer-Screw IS a screw anchor which has a body formed from Zamac alloy. The screws are available In carbon or stainless steel. The anchors are Installed in concrete or CMU. The diameter of the Zamac Hammer-Screw anchor IS the same as that for the hole. A corrosion resistant alloy, Zamac 7 IS used to form the anchor body With either a mushroom or flat head. On the working end of the anchor, two longitudinal slots are formed to allow each half of the body to expand. The anchor IS pre- assembled With either a carbon steel or stainless steel screw. As the screw IS dnven Into the anchor body, each half of the expansion mechanism IS compressed against the walls of the dnlled hole The anchor IS not recommended for applications overhead. The anchor body is Zamac 7 alloy. The screws are either AISI1018 carbon steel With ASTM B 633, SC1, Type III zinc plating or Type 304 stainless steel 4.6 Allowable loads The fasteners were load tested for shear and tension. Allowable loads With minimum edge distance, embedment, spacings, and concrete strength as listed In Tables 1 through 8 of this report. 5. INSTAllATION 5.1 General Powers Fasteners' Anchors are Installed in accordance With the manufacturer's published installation Instructions and this report. The Size, type, minimum spacing, minimum edge distance, minimum embedment, and Installation methods shall be In accordance With thiS report and the manufacturer's recommendations. Loads shall not exceed the allowable loads listed In thiS report The allowable loads shall be compared to the matenals used In actual installations and shall always be equal to or less than the allowable loads for the matenals used. Most anchors shall be Installed In holes predrilled With a carblde- tipped masonry drill manufactured Within the range of the maximum and minimum drill tip dimenSions of ANSI Standard B 21215. For TAPPER concrete screws, pilot holes 5/32 Inch (3.97 mm) in diameter for the 3/16 inch (4.8 mm) diameter anchor and 3/16 Inch (4.76 mm) in diameter for the 1/4 Inch (6.4 mm) anchor are drilled 112 Inch (12.7 mm) longer that the required anchor embedment. The dust in the pilot hole IS cleaned out before Installation of all anchors. Anchors shall not be Installed before the concrete has developed ItS deSign strength. The anchors are Installed a minimum of 12 diameters on center With a minimum edge distance of 10 diameters for 100% anchor effiCiency. Spacing and edge distance may be reduced to 6 diameter spacing and 5 diameter edge distance proViding allowable loads are reduced 50%. Linear Interpolation may be used for Intermediate spacing and edge margins. The manufacturer's published Installation Instructions and thiS report shall be strictly adhered to and a copy of these Instructions shall be available at all times on the Job site dUring Installation The Instructions Within thiS report govern If there are any conflicts between the manufacturer's Instructions and thiS report 5.2 Special Inspection When Special Inspection IS required as noted In the design tables, the construction shall be Inspected by a registered engineer or architect, preferably the one responSible for the design or by a competent representative responSible to the registered engineer. Such Inspection shall be of a nature as to determine that the construction and quality of work are In accordance With the contract draWings and speCifications and the manufacturer's installation Instructions. Items to be verified by the special Inspector include tightening torque, screw type, hole diameter, screw diameter, screw embedment, screw spaCing, edge distances, concrete type, concrete compressive strength, slab thickness, grade of steel, and other requirements specified in this report and the manufacturer's instructions. Anchor Dia. TABLE 1 1/4" CALK-IN ANCHORS AllOWABLE SHEAR AND TENSION LOADS LBS Tension (Ibs) Tension (Ibs) Embedment (in) Special Inspection Without SI f'e = 2080 pSI concrete normal weight 1/4 7/8 319 159 339 1/4 7/8 f'e = 3870 PSI concrete normal weight 366 304 183 1/4 CMU Concrete Masonry Unit ASTM C 90 Normal Weight Type I ~8 105 53 312 Table 1 Notes: 1. SI Units conversion: 1 In = 25.4 mm, 1 Ibf = 4.5 N., 1 pSI = 6.9 kPa. 2. TenSion values requiring Special Inspection shall be Inspected in accordance With section 5.2 of this report. 3. CMU is Hollow Concrete Masonry Unit manufactured In conformance With ASTM C 90 Grade N, Type 1. SI4 PAGE 30F6 9944A TABLE 2 TAPPER CONCRETE SCREW ALLOWABLE SHEAR AND TENSION LOADS (LBS) NORMAL WEIGHT CONCRETE I 1'0 =1500 psi f'o = 4500 Anchor Hole Embedment Tension (Ibs) V Tension (Ibs) V Siie size Depth (i~) (in) (in) WSI WOSI (Ibs) WSI WOSI (Ibs) I 234 205 3/16 5/32 1 104 52 205 117 I 3/16 5/32 1-1/2 220 110 205 395 198 205 I 3116 5/32 1-3/4 280 140 205 589 295 205 I 1/4 3/16 1 107 54 250 235 118 250 I 1/4 3/16 1-1/2 258 129 250 560 280 250 I 1/4 3/16 1-3/4 300 150 250 572 286 250 I 1/4 SS 3/16 1 86 43 208 125 62 208 I 1/4 SS 3/16 1-1/2 95 48 208 286 143 208 I 1/4 SS 3/16 1-3/4 100 50 208 319 159 208 I Table 2 Notes: 1. !SI Units conversion: 1 in = 25.4 mm, 1 Ibf = 4.5 N., 1 pSI = 6 9 kPa. 2. IWOSI = With Out Special Inspection see 5.2. 3. WSI W'th S II t 52 = I pecla nspec Ion see . . TABLE 3 TAPPER CONCRETE SCREW ALLOW ABLE SHEAR AND TENSION LOADS (LBS) I CONCRETE MASONRY UNITS (CMU) Anbhor Size (in) Tension (Ibs) Hole Size (in) Embedment Depth (in) WSI WOSI Shear (Ibs) I I 3/16 5/32 1-3/8 150 75 305 I 1/4 3/16 1-3/8 300 150 455 Table 31 Notes 1. SI Units conversion: 1 in = 25.4 mm, 1 Ibf = 4.5 N., 1 psi = 6.9 kPa. 2. WOSI = With Out Special Inspection see 5.2. 3. YvSI = With Special Inspection see 5.2. 4. CMU IS Hollow Concrete Masonry Unit ASTM C 90 with a minimum l' of 3235 pSI TABLE 4 LOK/BOLT SLEEVE ANCHOR ALLOWABLE SHEAR AND TENSION LOADS (LBS) NORMAL WEIGHT CONCRETE Anlhor size (in) f' 0 = 4000 psi Hole size (in) Embedment Depth (in) Tension (Ibs) I WSI WOSI V (Ibs) I 1/4 1/4 1-1/16 418 209 286 I 5/16 5/16 1-1/2 569 284 620 I 3/8 3/8 1-5/8 909 455 685 I 1/2 1/2 2-1/4 1270 635 993 I 5/8 5/8 2-3/4 2052 1026 2370 I 3/4 3/4 3-3/8 2699 1350 2439 Table 4!Notes: 1. 81 Units conversion: 1 in = 25.4 mm, 1 Ibf = 4.5 N., 1 psi = 6 9 kPa. 2. WOSI = With Out Special Inspection see 5.2. 3. WSI = With Special Inspection see 5.2. .. .. S 15 9944A PAGE40F6 1'0 = 2000 psi f' 0 = 4000 psi Anchor Size (in) Drill size (in) Embedment Tension (Ibs) Tension (Ibs) Depth (in) WSI WOSI V (Ibs) WSI WOSI V (Ibs) 1/4 1/4 3/4 160 80 185 260 130 265 1/4 1/4 1-1/8 255 125 225 280 140 300 1/4 1/4 1 -3/8 315 155 355 290 145 455 TABLE 5 ZAMAC NAILlN ANCHOR ALLOWABLE SHEAR AND TENSION LOADS (LBS) NORMAL WEIGHT CONCRETE Table 5 Notes: 1 51 Units conversion 1 In = 25 4 mm, 1 Ibf = 4 5 N , 1 pSI = 6.9 kPa. 2 WOSI == With Out Special Inspection see 5 2. 3. WSI == With Special Inspection see 5.2. TABLE 6 ZAMAC NAILlN ANCHOR ALLOWABLE SHEAR AND TENSION LOADS (LBS) CONCRETE MASONRY UNITS (CMU) Embedment Tension (Ibs) Anchor Size (in) Drill Size (in) Depth (in) WSI WOSI Shear (Ibs) 1/4 1/4 3/4 180 90 265 1/4 1/4 1-1/8 260 130 310 1/4 1/4 1-3/8 270 135 315 Table 6 Notes: 1. SI Units conversion: 1 in = 25.4 mm, 1 Ibf = 4.5 N., 1 pSI = 6 9 kPa. 2. WOSI = With Out Special Inspection see 5.2 3. W51 == With Special Inspection see 5 2. 4 CMU IS Hollow Concrete Masonry Unit ASTM C 90 with a minimum f' of 3235 pSI f'o = 2000 psi f' 0 = 4000 psi Anchor Size (in) Drill size (in) Embedment Depth Tension (Ibs) Tension (Ibs) (in) WSI WOSI V (Ibs) WSI WOSI V (Ibs) 1/4 1/4 3/4 140 70 200 200 100 275 1/4 1/4 1-1/8 220 110 340 355 175 365 1/4 1/4 1-3/8 295 145 495 355 175 460 TABLE 7 ZAMAC HAMMER-SCREW ANCHORS ALLOWABLE SHEAR AND TENSION LOADS (LBS) NORMAL WEIGHT CONCRETE Table 7 Notes: 1. 51 Units conversion: 1 In == 25 4 mm, 1 Ibf = 4.5 N., 1 psi == 6.9 kPa. 2. WOSI == With Out Special Inspection see 5.2. 3. WSI == With Special Inspection see 5.2. PAGE50F6 S 10 9944A TABLE 8 ZAMAC HAMMER-SCREW ANCHORS ALLOWABLE SHEAR AND TENSION LOADS (LBS) CONCRETE MASONRY UNITS (CMU) I Tension (Ibs) Anchor Size (in) Drill Size (in) Embedment Depth (in) WSI WOSI Shear (Ibs) I I 1/4 1/4 3/4 175 85 300 I 1/4 1/4 1-1/8 215 105 335 I 1/4 1/4 1-3/8 245 120 320 I Table 8 Notes: 1. iSI Units conversion: 1 In = 25.4 mm, 1 Ibf = 4 5 N , 1 pSI = 6 9 kPa. 2. IWOSI :; With Out Special Inspection see 5.2. 3. IWSI = With Special Inspection see 5.2. 4. CMU IS Hollow Concrete Masonry Unrt ASTM C 90 with a minimum f' of 3235 psi 6. SUBSTANTIATING DATA I 6.1 ,Manufacturer's deSCriptive literature, specifications, and installation instructions. I 6.2 ifest reports on load tesllng under ASTM E 488, palifornla Testing and Inspection, Inc.: 6.2.1 11/4" Calk-In Anchor, October 6,1993, sIgned and sealed py Lee W. MattiS, P.E. 6.2 2 ~Ok/Bolt Anchors, May 4-8 and June 1-2, 1992, signed ~nd sealed by Chad Thompson, P E. 6 2 3 APPER Concrete Screw Anchors, August 17-26, 1992, Igned and sealed by Chad Thompson, P E 6.24 ; amac Nallln, Zamac Hammer-Screw, in concrete and masonry, TAPPER In masonry, Report No. 7R44, f'Jovember 7, 1997, signed and sealed by Lee W MattiS, rE. 63 Engineering analysis letter on 1/4 inch Calk-In Anchor lestlng in CMU, CEL Consulting, November 17, 2001, signed and sealed by Lee W MattiS, P.E. I 7. CODE REFERENCES StandaJd BUlldmg Cade@- 1999 Edition Section 11 03 7 Alternate Materials and Methods Chapte~ 16 Structural Loads Chapte~ 17 Structural Tests and Inspections Chapte~ 19 Concrete Chapte~ 22 Steel Chapte~ 23 Wood Section 2306 Fastenings Section 2307.1 Sill on Foundation SBCCI Standard far Hurricane Resistant Residential anstructian@ SSTD 10-99 Section 101.4 Section 1 04 Section e02.1 8 Figure 2b3D I Section 204.3.8 Section 302.1 Section 303.2 3 Alternate Materials and Methods DeSign Cntena Fasteners and Connectors Stemwall Foundation with Wood-Framed Floor ConnectIOns Fasteners and Connectors Sill Plate to Foundation Anchorage International One and Two Family Dwelling Code- 1998 Edition Section 108 Section 301 Section 402.1.1 Section 402 2 Table 402.2 Figure 403.1.1 (1) Chapter 5 Chapter 6 Alternate Materials and Systems DeSign Criteria Fasteners Concrete Minimum Specified Compressive Strength of Concrete Footings Floors Wall Construction Florida BUilding Code 2001 - BUilding Section 1 03.7 Chapter 16 Chapter 17 Chapter 19 Chapter 22 Chapter 23 Section 2306 Section 2307.1 Alternate materials and methods Structural Loads Structural Tests and Inspections Concrete Steel Wood Fastenings Sill on Foundation 8. COMMITTEE FINDINGS The Subcommittee on Evaluation In review of the data submitted finds that, In their opinion, Powers Fasteners' Anchors as deSCribed in thiS report conform With or are suitable alternates to that specified in the Standard Buildmg Cade@, the SBCCI Standard far HUff/cane ReSistant Residential Construction@ SSTD 10-99, the International One and Two Family Dwelling Code, and the FlOrida BUilding Code 2001 - BUilding or Supplements thereto. 9. LIMITATIONS 9.1 ThiS Legacy Evaluation Report and the installation instructions, when required by the building offiCial, shall be submitted at the time of permit application. Design loads shall not exceed those specified In Tables 1 through 8. These loads are for the fastener. Wood and steel members connected must be Investigated With accepted deSign criteria. Calculations and details shOWing that the anchors comply With thiS report shall be submitted to the bUilding official for approval. 9.2 9944A 517 PAGE 6 OF6 9.3 All fasteners shall be Installed according to manufacturer's directions uSing Powers Fasteners, Inc. components, Powers Fasteners' Anchors, dnve tools and dnll bits for the specific use, application, or installation encountered. 9 4 Anchor Installation which reqUires special Inspection as noted In the tables shall be subjected to Special Inspection as defined In Section 5.2 of this report 9.5 Maximum allowable shear and tension loads, minimum embedment depths, minimum spacing, edge and end distances for concrete Installations shall be In accordance With the Tables In this report. 9.6 Allowable loads for anchors In concrete subjected to combined shear and tension forces are determined by the ratio of the actual shear to the allowable shear plus the ratio of the actual tension to the allowable tension not exceeding 1 00 9.7 The allowable loads listed In this report apply to static loading conditions only. Anchors shall not be subjected to dynamiC vibratory or shock loads, such as supports for reciprocating engines or crane rails unless adequacy IS determined by tests With results approved by the bUilding official. This report does not Include an evaluation for seismiC performance in applications where seismiC analysis is reqUIred by the Code and the fasteners shall not be used to provide lateral support for concrete or masonry walls through Withdrawal strength. 9.8 The allowable loads shown In the tables are maximum values and they shall not be Increased for wind or seismiC loads 9.8 The anchors shall not be used to support fire resistive construction. 9.9 Anchors that are exposed directly to weather or subject to salt corrosion in coastal areas, shall be stainless steel or hot dipped galvanized In accordance with 202.1.83 and 302.1.3 of SSTD 10-99 9 10 The anchors have not been evaluated for use In High Velocity HUrricane Zones (Broward and Dade Counties) as covered in the Flonda BUilding Code 2001 - BUilding. 1 O. IDENTIFICATION Each package of Powers Fasteners' Anchors covered by thiS report shall be labeled With the manufacturer's name and/or trademark, the SBCCI Public Safety Testing and Evaluation Services Inc. Seal or Initials (SBCCI PST & ESI), and the number of thiS report for field Identification. 11. PERIOD OF ISSUANCE SEE THE CURRENT EVALUATION REPORT INDEX FOR STATUS OF THIS LEGACY EVALUATION REPORT. For information on thiS report contact: Michael P. O'Reardon, P.E. 205/599-9800 Js REPORT'M T I ICC Evaluation Service, Inc. \ www.icc-es.org I DIVISION: 03-CONCRETE Secti'on: 03151-Concrete Anchoring \ DIVISION: 04-MASONRY Secti'on: 04081-Masonry Anchorage I REP0RT HOLDER: I POWERS FASTENERS, INC. TWO POWERS SQUARE NEW ROCHELLE, NEW YORK 10801 (914) 235-6300 WWW.powers.com enClineerina@powers.com EV AJUA TION SUBJECT: I POWfRS WEDGE-BOLT, WEDGE-BOLT OT AND VERTIGO WEDGE-BOLT OT SCREW ANCHORS I 1.0 EVALUATION SCOPE CO~Pliance with the following codes: I . · 2000 International Building Code@ (2000 IBC) I · 2000 International Residential Code@ (2000 IRC) · 11997 Umform BUilding Code™ (UBC) Properties evaluated: I Stru<!:tural 2.0 JSES The I Powers Wedge-Bolt. Wedge-Bolt OT and Vertigo Wedge-Bolt OT are screw anchors used for anchoring bUilding components and structural connections In prednlled holeS to normal-weight concrete, structural sand-lightweight condrete and grout-filled concrete masonry Units, to resist dead. live, earthquake and wind loads, except as noted 10 thiS report. Th~ anchors are alternatives to the cast-in-place anchors desdnbed in Sections 1912 and 2107.1 of the IBC and Sections 1923.1 and 2107 of the UBC. The screw anchors may also be used under the IRC where an engineered design is submitted in accordance with Section R301.1.2. 3.0 qESCRIPTION 3.1 I Materials: 3.1.1: Powers Wedge-Bolt, Wedge-Bolt OT and Vertigo I Wed~e-Bolt OT Screw Anchors: The screw anchors are manufactured from heat-treated carbon steel complymg with SAEIJ403. No. 1020/1040 or 10B21. The anchors are formed with a dual lead thread and a chamfered tip, and are zmc- plat~d 10 accordance with ASTM B 633. or mechanically I SIZS ESR-1678 Issued December 1, 2004 ThiS report is subject to re-examination in two years. BusinessIRegional Office . 5360 Workman Mill Road, WhrtlJer, Califomia 90601 . (562) 699-0543 Regional Office . 900 Montclair Road, SUITe A, Birmingham, Alabama 35213 . (205) 599-9800 Regional Office .4051 West Flossmoor Road, Country Club Hills, illinOIS 60478 . (708) 799-2305 galvanized In accordance with ASTM B 695, Class 65. The Wedge-Bolt anchors are available 10 hex and rod coupling head styles. The Wedge-Bolt OT anchors are available in hex head style. The Vertigo Wedge-Bolt OT anchors are available In rod coupling head style. The anchors are available 10 nommal diameters ranging from 1/4 to 3/4 inch (6.4 to 19.1 mm), and In vanous lengths. Figure 1 Illustrates Powers screw anchors. 3.1.2 Normal-weight Concrete: Normal-weight stone aggregate concrete shall have a minimum compressive strength. at the time of anchor installation, as noted in Tables 4 through 9 and Table 12. Normal-weight concrete shall conform to Sections 1903 and 1905 of the IBC orthe UBC. or Section R402.2 of the IRC. 3.1.3 Structural Sand-lightweight Concrete: Structural sand-lightweight concrete shall have a minimum 3.000 pSI (20.7 MPa) compressive strength at the time of anchor mstallatlon and shall conform to Sections 1903 and 1905 of the IBC and the UBC. as applicable. 3.1.4 Grout-filled Concrete Masonry: The compressive strength of masonry, f'm. at 28 days shall be a minimum of 1,500 pSI (10.3 MPa). Grout-filled masonry shall be constructed from the following matenals 3.1.4.1 Concrete Masonry Units (CMUs): Grout-filled concrete masonry walls shall be constructed from minimum Grade N, Type II. concrete masonry Units (CMUs) conforming to ASTM C 90 or UBC Standard 21-4. 3.1.4.2 Grout: The masonry Units shall be fully grouted With grout complymg With Section 2103.10 of IBC; Section R609.1.1 of the IRC; or Section 2103.4 of UBC and UBC Standard 21-15. and having a minimum compressive strength of 2,000 pSI (13.8 MPa). 3.1.4.3 Mortar: Mortar shall be mmimum Type 'N prepared in accordance With Section 2103.7 of the IBC, Section R607 of the IRC, or Section 2103.3 of the UBe and UBC Standard 21-15, as applicable. 3.2 Design: 3.2.1 General: The allowable load values for anchors des en bed In thiS report are based on allowable stress design under the IBC and the UBC. Refer to Table 1 for a cross- reference of anchor types and application descnptions. Use of anchors to resist vibratory and moving loads, such as those produced by reciprocating engines. cranes and vehicles, is beyond the scope of thIS report. 3.2.2 Design of Anchors in Normal-weight Concrete: Allowable tension and shear loads for Installation in normal- weight concrete are noted In Tables 4 through 9 and Table 12. The reduction factors for allowable tension and shear loads, based on the anchor spacing and edge distances. are shown In Tables 3 for normal-weight concrete. - I €;s RrpORTs'- are not to be construed as representmg aesthetiCS or any other attT/butes not specifically addressed, nor are they to be construed as an endorseren/ of the subject of the report or a recommendatIOnfor Us use There IS no warranty by ICe EvaluatIOn Senllce, Inc. express or lmpl1ed. as to any findmg or other matter m thIS report, or as to any product covered by the report COPyjht @ 2006 <8 ....--- """'""'''''''''''''''' Page 1 of 13 "" Page 2 of 13 S/9 ESR-1678 For Installations in normal-weight concrete, anchors are recognized to resist dead-, Iive-, Wlnd-, and earthquake-load applications. Allowable loads may be increased by 33'/3 percent when uSing the alternate basIc load combinations In accordance with Section 1605.32 of the IBC or Section 1612.3.2 of the UBC, for wind and earthquake loading conditions. Alternatively, the load combinations In IBC Section 160532 may be multiplied by a factor of 0.75. 3.2.3 Design of Anchors in Sand-lightweight Concrete: Allowable tension and shear loads for Installation In sand- lightweight concrete are noted In Tables 11 and 13. The reduction factors for allowable tension and shear loads, based on the anchor spacing and edge distances, are shown In Tables 10 for structural sand-lightweight concrete. For Installations In structural sand-lightweight concrete, anchors are recognized to resist dead-, IIve-, wlnd-, and earthquake-load applications. Allowable loads may be Increased by 33'/3 percent when uSing the alternate basIc load combinations In accordance with Section 1605 3.2 of the IBC or Section 1612.3 2 of the UBC, for wind and earthquake loading conditions. Alternatively, the load combinatIons In IBC Section 1605.3.2 may be multiplied by a factor of 0.75. 3.2.4 Design of Anchors Installed in Grout-filled Concrete Masonry: Allowable tension and shear loads for Installation In grout-filled concrete masonry are noted In Table 14. For installations In grout-filled concrete masonry, anchors are recognized to resist dead-, Iive-, Wlnd-, and earthquake- load applications. Allowable loads may be Increased by 33'/3 percent when uSing the alternate baSIC load combinations in accordance with Section 1605.3.2 of the IBC or Section 1612.3.2 of the UBC, for wind and earthquake loading conditions. Alternatively, the load combinations In IBe Section 1605.3.2 may be multiplied by a factor of 0.75. 3.2.5 Combined Tension and Shear Loading: The allowable loads for anchors Installed In normal-weight concrete, structural sand-lightweight concrete and grout-filled concrete masonry subjected to combined tension and shear forces shall be determined by the following equation: (~) +(J.) ~ 1 where: Ps = Applied service tension load. P, = Service tension load. Vs Applied service shear load. V, Service shear load. 4.0 INSTALLATION 4.1 General: Anchors shall be Installed In accordance With thiS report and the manufacturer's publiShed installation instructions. In the event of a conflict between instructions of thiS report and the manufacturer's instructions, thiS report shall govern. The anchors shall not be installed until the base material has reached its minimum designated compressive strength. The hole diameter, embedment depth, spacing, edge distance and base matenal shall comply with the requirements of this report. Minimum concrete thickness shall be 11/2 times the anchor embedment at the location of anchor installation. 4.2 Installation in Normal-weight Concrete and Structural Sand-lightweight Concrete: 4.2.1.1 Wedge-Bolt: A pilot hole shall be prednlled using a carbide-tipped Wedge-Bit, supplied by Powers Fasteners, Inc., With a bit diameter matched to the anchor size as shown In Table 2 The hole shall be drilled to a minimum depth that IS '/2 inch (12.7 mm) deeper than the reqUired embedment After the dust IS removed by compressed air from the dnlled hole, the Wedge-Bolt anchor shall be installed per the manufacturer's instructions to the speCified embedment depth. 4.2.1.2 Wedge-Bolt OT and Vertigo Wedge-Bolt OT: A pilot hole shall be prednlled uSing a carbide-tipped bit complying With ANSI B21215-1994, With a bit diameter matched to the anchor size The dnll bit size range corresponding to each anchor size IS shown In Table 2 The hole shall be dnlled to a minimum depth that IS '/2 Inch (12.7 mm) deeper than the reqUired embedment. After the dust IS removed by compressed air from the drilled hole, the anchor shall be Installed per the manufacturer's Instructions to the specified embedment depth 4.3 Installation in Grout-filled Concrete Masonry: Procedures for installation of anchors In grout-filled concrete masonry shall comply With Section 4.2 of thiS report. Additional Installation procedures shall be In accordance With Table 14 and Figure 3. 4.4 Special Inspections: Continuous special Inspection shall be prOVided when reqUired by the tables In thiS evaluation report. SpeCial inspection shall be In accordance with Section 1704 of the IBC, or Section 1701 of the UBC. For fasteners Installed under speCial inSpection, the following Items shall be Inspected: fastener type, fastener dimenSions, concrete type, concrete or masonry compressive strength, drill bit Size, fastener spacing, edge distances and fastener embedment (as applicable). The speCIal Inspector shall venfy that anchor installation was in compliance With this evaluation report and In accordance With the manufacturer's published installation Instructions. The allowable shear loads In the tables for concrete and structural sand-lightweight concrete are for installatIons with or Without speCial inspection. InstallatIons In grout-filled concrete masonry Without speCial inspection are not permitted under the IBC or the IRC. 5.0 CONDITIONS OF USE The Powers Wedge-Bolt, Wedge-Bolt aT and Vertigo Wedge-Bolt aT Screw Anchors descnbed In thiS report comply With, or are SUitable alternatives to what IS speCified In, those codes listed In Section 1.0 of thiS report, subject to the follOWing conditions: 5.1 The anchors shall be identified and Installed In accordance With this report and the manufacturer's Instructions. In the event of a conflict between the instructions in this report and the manufacturer's instructions. thiS report shall govern. 5.2 Wedge-Bolt, Wedge-Bolt aT and Vertigo Wedge-Bolt aT anchor sizes, dimenSions, and allowable loads shall be as set forth in thiS report. 5.3 Anchors resisting dead-, IIve-, selsmlC- or Wind-load In normal-weight concrete shall be In accordance With Sections 3 2.2 and 3.2.5 of thiS report, while anchors resisting dead-, Iive-, seismlc-, or Wind-load in structural sand-lightweight concrete shall be in accordance with Sections 3.2.3 and 3.2.5. 5.4 Anchors resisting dead-, Iive-, selsmlc- or wind-load In grout-filled concrete masonry shall be In accordance With Sections 3.2.4 and 3.2 5 of this report. I Pag~ 3 of 13 520 ESR-1678 ~ 5.5 Anchors shall be Installed In holes prednlled in substrates descnbed in this report, uSing carbide-tipped masonry dnll bits In accordance with Table 2 of this report. 5.6 Calculations demonstrating that the applied loads are less than the allowable loads descrrbed In this report shall be submitted to the building offiCial for approval. The calculations shall be prepared by a registered design professional where required by the statutes of the junsdlctlon in WhiCh the project IS being constructed. 5.7 Since an lCC-ES acceptance cntena for evaluating data to determine the performance of screw anchors subjected to fatigue and shock loading IS unavailable at thiS time, the use of these anchors under these conditions IS beyond the scope of thiS report. 5.8 The screw anchors are not permitted for use In conjunction With fire-reSistance-rated construction. Where not otherwise prohibited by the code, anchors are permitted for Installation In flre-reslstance-rated construction proVided at least one of the following conditions IS fulfilled: · Anchors are used to resist Wind or seismic forces only. · For other than wind or seismic loading, special conSideration IS given to fire exposure conditions. 5.9 Since an ICC-ES acceptance cnteria for evaluating data to determine the performance of screw anchors in cracked concrete is unavailable at thiS time, the use of screw anchors is limited to installation in uncracked concrete and masonry. Cracking occurs when fr> f, due to service loads or deformations. 5.10 Special inSpection, when reqUired, shall be provided In accordance With Section 4.4 of thiS report. 5.11 Anchors shall be limited to dry, intenor locations. Extenor-exposure or damp environments are permitted where zinc-coated anchors are used. Zinc-coating shall be mechanically deposited In accordance With ASTM B 695, and the coating shall be a Class 65 coating haVing a minimum thickness of 26 mils (0.066 mm). 5.12 The Wedge-Bolt anchors are manufactured by Powers Fasteners, Inc., at ItS faCility In Hudson, Michigan. The Wedge-Bolt OT and the Vertigo Wedge-Bolt OT are manufactured at locations documented In the approved quality control manual. Manufactunng processes for all anchors and quality control procedures for all anchors are subject to quality control inspections by CEL Consulting (AA-639). 6.0 EVIDENCE SUBMITTED 6.1 Data In accordance With the ICC-ES Acceptance Cntena for Predrrlled Fasteners (Screw Anchors) In Concrete or Masonry (AC106), dated June 2004, including reports on optional seismic tests on anchors Installed in structural sand-lightweight concrete on metal deck and grout-filled concrete masonry. 6.2 Quality control manuals. 7.0 IDENTIFICATION The screw anchors shall be Identified In the field by labels on the packaging, bearing the Powers Fasteners, Inc., name, the product name (Wedge-Bolt, Wedge-Bolt OT or VertIgo Wedge-Bolt OT), the anchor diameter and length. the name of the Inspection agency (CEL Consulting) and the evaluation report number (ESR-1678 or ER-5788). In addition, the anchor length (In inches) is stamped on the head of each hex- head screw anchor. Page 4 of 13 5'21 ESR-1678 TABLE 1-APPLlCATION DESCRIPTIONS ANCHOR TYPE BASE MATERIAL SPECIFICATION DATA LOAD DATA Normal-weight concrete Tables 2 and 3' Tables 4 through 9 Wedge-Bolt Structural sand-lightweight concrete Tables 2 and 10 Table 11 Grout-filled concrete masonry Tables 2 and 14 Table 14 Wedge-Bolt aT Normal-weight concrete Tables 2 and 3' Tables 4 through 9 Normal-weight concrete Tables 2 and 12 Table 12 Vertigo Wedge-Bolt aT Structural sand-lightweight concrete Tables 2 and 13 Table 13 , Table 3 does not apply to anchors used as descnbed In Tables 6 and 7 TABLE 2-DRILL BIT SIZES AND MINIMUM FIXTURE CLEARANCE HOLE DIAMETERS ANCHOR WEDGE-BOLT WEDGE-BOLT OT VERTIGO WEDGE-BOLT OT DIAMETER Wedge-Bit Min. Clearance ANSI Bit Min. Clearance ANSI Bit Size Range d Size Range Hole Diameter' Size Range Hole Diameter' (Inch) (Inch) !Inch) (Inch) lInch) lInch) 1/4 0255 - 0 259 5116 0260- 0 268 3/8 o 260 - 0 268 3/8 o 385 - 0 389 7/16 o 390 - 0 398 1/2 o 390 - 0 398 1/2 o 490 - 0.495 9/16 o 520 - 0 530 5/8 - 5/8 0600 - 0605 11/16 o 650 - 0.660 3/4 - 3/4 0720 - 0 725 13/16 0775 - 0 787 7/8 - FarSI: 1 Inch=254mm 'Where applicable these dimensions are to be used for anchor installatIons through a steel or structural member TABLE 3-SPACING AND EDGE DISTANCE REQUIREMENTS FOR WEDGE-BOLT AND WEDGE-BOLT OT ANCHORS IN NORMAL-WEIGHT CONCRETE1 ANCHOR CRITICAL DISTANCE CRITICAL MINIMUM DISTANCE MINIMUM DIMENSION LOAD TYPE (Full anchor capacity) LOAD FACTOR (Reduced capacity) LOAD FACTOR Spacing (5) Tension ser = 12d FN = 10 Sm" (0 33 x se,) = 4d FN=050 Shear Fv=10 Fv = 0 75 Edge Distance (c) Tension Cer = 8d FN = 1.0 cm," (0 375 x ser) = 3d FN = 0 70 Shear Cer = 12d Fv=10 cm," (0 25 x Ger) = 3d Fv = 0.15 d = Anchor diameter When adjacent anchors are different sizes or embedments, use largest value for d 5 = The measure between anchors, centerline to centerlme distance Se. = The minimum anchor spacing distance at which the anchor load capacity IS not Influenced by adjacent anchors. Smln = The minimum anchor spacmg distance at which the anchors are tested for recognlllon c = The measure between the anchor centerline and the free edge of the base matenal Ccr = The minimum anchor edge distance at which the anchor load capacity IS not Influenced by the edge of the base matenal cm," = The minimum edge distance at which the anchors are tested for recognition FN = Reduction factor applied to tension load capacities when spacing and edge distances are at minimum distances. Fv = Reduction factor applied to shear load capacllies when spacing and edge distances are at minimum distances. ANCHOR SPACING EDGE DISTANCE DIAMETER TenSion or Shear Tension Shear d Critical Spacing Minimum Spacing Critical Edge Minimum Edge Critical Edge Minimum Edge Distance, Sa, (12d) Distance, s".., (4d) Distance, Ccr, (ad) Distance, C",n, (3d) Distance, Ccr, (12d) Distance, Cn.n. (3d) (Inch) (Inches) (mches) (mches) (J11ches) (Inches) (Inches) 1/4 3 1 2 3/4 3 3/4 3/8 41/2 1 1/2 3 1 1/8 41/2 1 1/8 1/2 6 2 4 1 1/2 6 1 1/2 5/8 71/2 21/2 5 17/8 71/2 1 7/8 3/4 9 3 6 21/4 9 21/4 'Load values In the tables are mulllplied by reduction factors when spacing and edge distances are less than cnllcal distances Linear mterpolatlon of load reduction factors IS allowed for spacmg and edge distances that fall between critical and minimum distances. When a group of anchors are affected by both reduced spacing and reduced edge distance. the spacing and edge distance reduction factors must be combined (mulllplied) Page slof 13 s Z'Z: ESR-1678 TABLE 4-ALLOWABLE TENSION LOAD VALUES (pounds) FOR WEDGE-BOLT AND WEDGE-BOLT OT ANCHORS INSTALLED IN NORMAL-WEIGHT CONCRETE AT CRITICAL SPACING AND EDGE DISTANCES1,2,3 I ANCHOR MINIMUM WITH SPECIAL INSPECTION' WITHOUT SPECIAL INSPECTION DIAMETER EMBEDMENT (Pounds) (Pounds) d hv Concrete Strength, ('c (Psi) Concrete Strength, ('c(Psi) (Inch) (Inches) 2,000 3,000 4,000 5,000 6,000 2,000 3,000 4,000 5,000 6,000 1 180 260 335 375 415 90 130 170 190 205 1/4 1 1/2 360 450 535 580 620 180 225 270 290 310 2 600 795 985 1,115 1,245 300 400 495 560 625 21/2 880 1,025 1,165 1,240 1,315 440 515 585 620 660 1 1/2 475 555 630 695 760 240 280 315 350 380 2 750 865 980 1,140 1,300 375 435 490 570 650 3/8 21/2 1,025 1,180 1,330 1,585 1,835 515 590 665 795 920 3 1 .450 1,695 1,935 2,205 2.475 725 850 970 1,105 1,240 31/2 1,875 2,205 2,535 2,825 3,110 940 1,100 1,270 1,415 1,555 2 715 850 985 1,090 1,195 360 425 490 545 600 21/2 1,025 1,165 1,300 1.460 1,620 515 585 650 730 810 1/2 3 1 .480 1,715 1,950 2,150 2,345 740 860 975 1,075 1,170 31/2 1,515 1,820 2,120 2,550 2,975 760 910 1,060 1,275 1 .485 4 1,890 2,525 3,155 3,155 3,155 955 1,265 1,575 1,575 1,575 21/2 855 1,020 1,180 1.455 1,725 430 510 590 730 865 3 1,140 1 ,495 1,845 2,045 2,240 570 750 925 1,025 1,120 5/8 31/2 1.430 1,970 2,510 2,635 2,760 715 985 1,255 1,320 1,380 4 2,060 2,625 3,190 3,385 3,580 1,030 1,315 1,595 1,695 1,790 41/2 2,695 3,285 3,875 4,135 4,400 1,350 1,645 1,935 2,070 2,200 5 3,325 3,940 4,555 4,885 5,215 1,665 1,970 2,280 2,445 2,610 3 1,080 1,350 1,620 1,900 2,175 540 675 810 950 1,090 31/2 1 ,430 1,880 2,330 2,585 2,840 715 940 1,165 1,295 1 .425 4 1,780 2.410 3,035 3,270 3,505 890 1,205 1,520 1,635 1,755 3/4 41/2 2,310 2,855 3,395 3,790 4,180 1,155 1 ,430 1,700 1,895 2,090 5 2,835 3,295 3,755 4,305 4,850 1.420 1,650 1,880 2,155 2.425 51/2 3,360 3,740 4,115 4,820 5,520 1,680 1,870 2,060 2.410 2,760 6 3,885 4,180 4,475 5,355 6,190 1,945 2,090 2,240 2,670 3,095 For 51: 1 Inbh = 25 4 mm, 1 PSI = 6 89 kPa, 1 Ibf = 4 45 N 1 The tabul~ted tension values are for anchors Installed in normal-weight concrete haVing reached the minimum designated ultimate compressive strength at the time hf Installallon Linear interpolation of allowable loads may be used for concrete strengths between those listed 2 Refer to Sbctlon 5 3 of thiS report for modifYing allowable loads of anchors to resist short-term loads 3Llnear inte~polabon for allowable loads for anchors may be used for Intermediate spacing and edge distances uSing factors shown In Table 3. Linear InterpolatJdn for allowable loads for anchors at intermediate embedment depths may also be used 4These ten lion load values are applicable only when the anchors are Installed With speCial Inspection as set forth In SectJon 4 4 Page 6 of 13 ~ 23 ESR-1678 e, TABLE 5-ALLOWABLE SHEAR LOAD VALUES (pounds) FOR WEDGE-BOLT AND WEDGE-BOLT OT ANCHORS INSTALLED IN NORMAL-WEIGHT CONCRETE AT CRITICAL SPACING AND EDGE DISTANCES1,2,3 ' ANCHOR MINIMUM WITH OR WITHOUT SPECIAL INSPECTION DIAMETER EMBEDMENT (Pounds) d hv Concrete Stren!rth, f'.(Psi) (Inch) (Inches) 2,000 3,000 4,000 5,000 6,000 1 260 390 520 560 600 1/4 1 1/2 550 550 550 590 625 2 550 550 550 640 730 21/2 550 550 550 640 730 1 1/2 845 1,010 1,170 1,440 1,710 2 1,110 1,190 1,270 1,490 1,710 3/8 2 1/2 1,370 1,370 1,370 1,540 1,710 3 1,425 1,455 1 ,480 1,595 1,710 31/2 1,475 1,535 1,590 1,650 1,710 2 1 ,430 1,570 1,705 1.945 2,185 21/2 1,670 1,775 1,875 2,075 2,270 1/2 3 1,790 1,945 2,095 2185 2,270 31/2 2,165 2,220 2,270 2,335 2,400 4 2,165 2,220 2,270 2,335 2,400 21/2 1,800 2,255 2,705 3,030 3,350 3 2,325 2,690 3,055 3,305 3,550 5/8 31/2 2,845 3,125 3,400 3,575 3,750 4 3,145 3,420 3,690 3,835 3,980 41/2 3,450 3,715 3,980 4,095 4,210 5 3,750 4,010 4,270 4,355 4,440 3 3,005 3,420 3,835 4,265 4,695 31/2 3,320 4,010 4,695 4,950 5,200 4 3,630 4,590 5,550 5,630 5,705 3/4 41/2 4,160 4,995 5,830 5,890 5,950 5 4,690 5,400 6,110 6,150 6,190 51/2 5,220 5,805 6,390 6,410 6,430 6 5.745 6,210 6,670 6,670 6,670 For 51: 1 Inch = 25 4 mm, 1 PSI:: 6 89 kPa, 1 Ibf = 4 45 N 'The tabulated shear values are for anchors Installed In normal-weight concrete haVing reached the minimum deSignated ultimate compresSive strength at the time of installation. Linear interpolalion of allowable loads may be used for concrete strengths between those listed 2 Refer to Section 5 3 of thiS report for modifying allowable loads of anchors to resist short-term loads 3Llnear Interpolabon for allowable loads for anchors may be used for Intermediate spacing and edge distances uSing factors shown In Table 3 Linear interpolation for allowable loads for anchors at Intermediate embedment depths may also be used. Page 710t 13 S '2.4 ESR-1678 TABLE 6-ALLOWABLE TENSION LOAD VALUES (pounds) FOR WEDGE-BOLT AND WEDGE-BOLT OT ANCH9RS INSTALLED IN NORMAL-WEIGHT CONCRETE AT 16 DIAMETERS SPACING AND EDGE DISTANCES1.2,3 I SPACING WITH SPECIAL INSPECTlON4 ANCHOR MINIMUM WITHOUT SPECIAL INSPECTION I AND EDGE (Pounds) (Pounds) DIAMETER EMBEDMENT DISTANCE (In~h)1 h. at 16d Concrete Strength, f'c (Psi) Concrete Strength, f'c(Psi) (Inches) (Inches) 2,000 3.000 4,000 5,000 6,000 2,000 3.000 4,000 5,000 6,000 1 230 305 380 400 415 115 155 190 200 205 1/4 1 1/2 4 440 515 590 605 620 260 260 295 305 310 2 700 880 1,060 1,155 1,245 350 440 530 580 625 21/2 1,055 1,140 1,225 1.270 1.315 530 575 615 640 660 1 1/2 535 600 665 715 760 270 305 335 360 380 2 825 930 1,030 1,165 1,300 415 465 515 585 650 3/8 21/2 6 1.115 1,255 1.390 1,615 1.835 560 630 695 810 920 3 1,545 1.770 1,995 2.235 2.475 775 890 1,000 1,120 1,240 31/2 1.975 2.290 2.600 2.855 3,110 990 1.145 1,300 1.430 1,555 2 740 865 985 1,090 1,195 370 430 490 545 600 21/2 1,025 1.165 1.300 1 .460 1.620 515 585 650 730 810 1/2 3 8 1,480 1,715 1,950 2.150 2,345 680 830 975 1,075 1.170 31/2 1.515 1,820 2,120 2.550 2,975 760 910 1,060 1,275 1.485 4 1,905 2.610 3,315 3,315 3,315 955 1.305 1,660 1,660 1.660 21/2 855 1.020 1.180 1.455 1,725 430 510 590 730 865 3 1,140 1.495 1,845 2.045 2,240 570 750 925 1,025 1,120 5/8 31/2 10 1.430 1,970 2,510 2,635 2.760 715 985 1.255 1,320 1,380 4 2,070 2.630 3.190 3.385 3,580 1,035 1.315 1.595 1,695 1,790 41/2 2.715 3.295 3,875 4.135 4.400 1,360 1,650 1.935 2,070 2,200 5 3.360 3.960 4.555 4.885 5.215 1.680 1,980 2.280 2.445 2.610 3 1.080 1.350 1.620 2,095 2.565 540 675 810 1.050 1.285 31/2 1 .440 1,885 2,330 2.685 3.035 720 945 1.165 1,340 1.520 4 1,800 2.420 3,035 3.270 3.505 900 1.210 1,520 1,635 1,755 3/4 41/2 12 2.450 2.930 3.410 3.790 4.180 1.225 1.465 1.705 1.895 2.090 5 3,100 3.440 3,780 4,315 4,850 1,550 1,720 1.890 2.160 2.425 51/2 3,750 3,950 4.150 4.835 5,520 2.420 1.975 2,075 2.420 2,760 6 4,395 4.460 4,520 5.355 6.190 2,200 2.230 2,260 2.680 3.095 For SI: 1 Inth = 25 4 mm. 1 PSI = 6 89 kPa. 11bf = 4 45 N 'The tabulaled tension values are for anchors Installed in normal-weight concrete having reached the minimum designated ullimate compressive strength at the time 6f Installalion Linear interpolalion of allowable loads may be used for concrete strengths between those listed. 2 Refer to S~clion 5.3 of thiS report for modifying allowable loads of anchors to resist short-term loads. 3Tabulated allowable tension loads are for anchors Installed at a minimum spacing distance between anchors and an edge distance of 16 times the anchor dlan)eter Table 3 does not apply to anchors used as desCribed In Tables 6 4These tension load values are applicable only when the anchors are Installed with special Inspeclion as set forth In Section 4 4 .. " Page 8 of 13 ? 25 ESR-1678 TABLE 7-ALLOWABLE SHEAR LOAD VALUES (pounds) FOR WEDGE-BOLT AND WEDGE-BOLT OT ANCHORS INSTALLED IN NORMAL-WEIGHT CONCRETE AT 16 DIAMETERS SPACING AND EDGE DISTANCES1,2,3 ANCHOR MINIMUM SPACING WITH OR WITHOUT SPECIAL INSPECTION AND EDGE (Pounds) DIAMETER EMBEDMENT DISTANCE d hv at16d Concrete Strength, f ~ (Psi) (Inch) (Inches) (Inches) 2,000 3,000 4,000 5,000 6,000 1 260 395 525 570 610 1/4 1 1/2 4 645 670 695 685 675 2 695 695 695 770 840 21/2 770 770 770 845 915 1 1/2 900 1,060 1,220 1,530 1,835 2 1,135 1,215 1,295 1,565 1,835 3/8 21/2 6 1,370 1,370 1,370 1,605 1,835 3 1,600 1,610 1,615 1,745 1,870 31/2 1,825 1,845 1,860 1,885 1,905 2 1,645 1,750 1,855 2055 2,250 21/2 1,855 1,925 1,995 2,155 2,315 1/2 3 8 1,925 2,055 2,185 2,250 2,315 31/2 2,165 2,220 2,270 2,335 2,400 4 2,165 2,220 2,270 2,335 2,400 21/2 1,950 2,390 2,830 3,120 3,350 3 2,520 2,855 3,185 3,380 3,405 5/8 31/2 10 3,090 3,315 3,540 3,660 3,775 4 3,425 3,645 3,850 3,915 3,980 41/2 3,775 4,280 4,145 4,180 4,210 5 4,120 4,280 4,440 4,440 4,440 3 3,070 3,475 3,875 4,285 4,695 31/2 3,490 4,140 4,790 4,995 5,200 4 3,905 4,805 5,705 5,705 5,705 3/4 41/2 12 4,685 5,435 6,190 6,240 6,290 5 5,460 6,065 6,675 6,775 6,875 51/2 6,235 6,695 7,160 7,310 7,460 6 7,010 7,325 7,640 7,845 8,045 For SI: 1 Inch = 254 mm, 1 PSI = 6 89 kPa, 1 Ibf = 4 45 N 'The tabulated shear values are for anchors Installed in normal-weight concrete haVing reached the minimum deSignated ulllmate compressive strength at the time of Installation Linear interpolation of allowable loads may be used for concrete strengths between those listed 2 Refer to Secllon 5 3 of thiS report for modifying allowable loads of anchors to resist short-term loads. 3Tabulated allowable tension loads are for anchors Installed at a minimum spacing distance between anchors and edge distance of 16 limes the anchor diameter Table 3 does not apply to anchors used as deSCribed In Table 7 Page 910f 13 5 '20 .. ESR-1678 .; TABLE 8-ALLOWABLE SHEAR LOAD CAPACITIES FOR WEDGE-BOLT AND WEDGE-BOLT OT ANCHORS I INSfALLED AT THE EDGE OF NORMAL-WEIGHT AGGREGATE CONCRETE FOR SILL PLATE AND OTHER ATTACHMENTS IN NORMAL-WEIGHT CONCRETE1,2,3 ANlr:HOR MINIMUM MINIMUM SHEAR (Pounds) I DIAMETER EMBEDMENT EDGE Id hv DISTANCE f'o ~ 2,000 Psi (Inch) (Inches) (Inches) Parallel to the Free Edge 1/2 33/8 13/4 1.255 5/8 33/8 13/4 1,355 3/4 33/8 13/4 1,415 For SI: 1 I~ch = 254 mm, 1 PSI = 6 89 kPa. 1 Ibf = 4 45 N I 'Tabulatedlload values are for anchors Installed In concrete that has reached the minimum designated ulllmate compressive strength at the trme of installation 2 Refer to Section 5 3 of this report for modifYing allowable loads of anchors to resist short-term loads 3Tabulated!allowable shear loads are for anchors installed at crltrcal spacing distance described In Table 3 Allowable shear loads for anchors Installed at minimum anchor spacing, Smm. must be derived uSing the load reduction factors shown In Table 3 Linear Interpolallon for allowable loads for anchors loaded In lear may be used for spacings between So, and Smm TABLE 9-ALLOWABLE TENSION AND SHEAR LOAD CAPACITIES FOR WEDGE-BOLT AND WEDGE-BOLT OT I ANCHORS INSTALLED IN CONCRETE STEM WALLS FOR SILL PLATE AND OTHER ATTACHMENTS IN NORMAL- I WEIGHT CONCRETE1,2.3,4 ANCHOR MINIMUM MINIMUM TENSION (Pounds) SHEAR (Pounds) I DIAMETER EMBEDMENT EDGE (In~h) I hv DISTANCE f '0 ~ 2,500 Psi f '0 ~ 2,500 Psi (Inches) (Inches) With Sp.lnspections Without Sp. Inspection Parallel to the Free Edge Towards the Free Edge 1/2 1 4 13/4 1.270 635 1 ,425 470 I 21/2 610 305 1.155 380 5/8 33/4 13/4 1.310 655 1.330 490 5 2,015 1,010 1,505 600 For 51: 1 Inbh = 25 4 mm. 1 PSI = 6 89 kPa, 1 Ibf = 4 45 N 'Tabulated load values are for anchors Installed In concrete that has reached the minimum designated ulllmate compressive strength at the lime of Installation 2 Refer to Seclion 5 3 of this report for allowable loads of anchors to resist short-term loads 3Tabulated kllowable tension and shear loads are for anchors Installed at critical spacing distance described In Table 3. Allowable tension and shear loads for arichors Installed at minimum anchor spacing. $""n. must be derived uSing the load reducllon factors shown In Table 3 Linear interpolatron for allowable Idads for anchors loaded In tension and shear may be used for spacings between So, and S""n Linear interpolation for allowable loads for anchors at Ihtermedlate embedment depths may also be used 4 Stem wall 'shall be minimum 6-Inch Wide or shall comply With the applicable codes. whichever IS greater sThese ten~lon load values are applicable only when the anchors are Installed With speclallnspectron as set forth In Sectron 4 4. TABLE 10-SPACING AND EDGE DISTANCE REQUIREMENTS FOR WEDGE-BOLT AND WEDGE-BOLT OT I ANCHORS IN STRUCTURAL SAND-LIGHTWEIGHT CONCRETE1 ANCHOR CRITICAL DISTANCE CRITICAL MINIMUM DISTANCE MINIMUM I DIN\ENSION LOAD TYPE (Full anchor capacity) LOAD FACTOR (Reduced capacity) LOAD FACTOR Sp ~clng (5) Tension 50,= 141d FN = 1 0 Sm," (0 33 x so,) = 4.7 d FN = 0 50 Shear Fv= 10 Fv = 0.75 Edge IDlstance (c) Tension co, = 9Ad FN = 1 0 cm'" (0 375 x se,) = 3 5d FN = 0 70 I Shear cor = 14.1d Fv = 1.0 cm," (025 x ce,) = 3 5d Fv= 0.15 d = Anchor diameter When adjacent anchors are different sizes or embedments. use largest value for d I All othEjr notation definitions are provided In Table 3. (Continued) .. Page 10 of 13 :;, 27 ESR-1678 b> TABLE 10-SPACING AND EDGE DISTANCE REQUIREMENTS FOR WEDGE-BOLT AND WEDGE-BOLT OT 1 ANCHORS IN STRUCTURAL SAND-LIGHTWEIGHT CONCRETE (Continued) ANCHOR SPACING EDGE DISTANCE DIAMETER Tension or Shear Tension Shear Critical Spacing Minimum Spacing Critical Edge Minimum Edge Critical Edge Minimum Edge d Distance, Ser, Distance, Sm" Distance, Cer. Distance, Cm.n. Distance, Cer. Distance, Cn." (14.1 d) (4.7d) (9.4d) (3.5d) (14.1d) (3.5d) (Inch) (Inches) (Inches) (Inches) (Inches) (Inches) (Inches) 1/4 31/2 1 1/4 23/8 7/8 31/2 7/8 3/8 53/8 13/4 31/2 13/8 53/8 13/8 1/2 7 23/8 43/4 13/4 7 13/4 5/8 87/8 3 57/8 21/4 87/8 21/4 3/4 10 1/2 31/2 7 25/8 10 1/2 25/8 'Load values In the tables are multiplied by reduction factors when spaCing and edge distances are less than critical distances Linear interpolation of load reduction factor IS allowed for spacing and edge distances that fall between critical and minimum distances When a group of anchors are affected by both reduced spacing and reduced edge distance, the spacing and edge distance reduction factors must be combined (multiplied) TABLE 11-ALLOWABLE TENSION AND SHEAR LOAD CAPACITIES FOR WEDGE-BOLT ANCHORS INSTALLED IN STRUCTURAL SAND-LIGHTWEIGHT CONCRETE WITH AND WITHOUT FILLED STEEL DECKS1,2,3 ANCHOR INSTALLED IN STRUCTURAL LIGHTWEIGHT CONCRETE (f'e 2: 3,000 Psi) ANCHOR EMBEDMENT TENSION (Pounds) DIAMETER DEPTH d hv With Speciallnspection4 SHEAR (Inch) (Inches) Without Special Inspection (Pounds) 1/4 2 830 415 750 1 1/2 555 280 550 3/8 21/4 940 470 990 3 1,320 660 1.425 2 730 365 1,545 1/2 3 1,330 665 2,105 4 1,930 965 2,665 21/2 930 465 2,310 5/8 33/4 1,985 995 3,610 5 3,040 1,520 4,910 3/4 51/4 3,330 1,665 5,630 ANCHOR INSTALLED THROUGH MIN. 20 GAGE METAL DECK INTO STRUCTURAL SAND-LIGHTWEIGHT CONCRETE (f'e 2: 3,000 PSi)5 ANCHOR EMBEDMENT MINIMUM 4-1/2" WIOE DECK FLUTE" DIAMETER DEPTH TENSION (Pounds) d hv With Speciallnspection4 Without Special Inspection SHEAR (Inch) (Inches) (Pounds) 1/4 2 665 335 900 1 1/2 445 225 845 3/8 21/4 790 395 1,080 3 1,130 565 1,310 2 735 370 1,095 1/2 3 1,095 550 1,575 4 1.455 730 2,055 21/2 775 390 1,255 5/8 33/4 1,355 680 1,910 5 1,935 970 2,565 3/4 51/4 2.425 1,215 2,885 For SI: 1 Inch = 25 4 mm, 1 PSI = 6 89 kPa, 1 Ibf = 4 45 N 'Tabulated load values are for anchors Installed in structural lightweight concrete that has reached the minimum deSignated ultimate compressive strength at the time of installation. 2 Refer to Section 5 3 of thiS report for modifying allowable loads of anchors to resist short-term loads 3Llnear Interpolation for allowable loads for anchors may be used for Intermediate spacing and edge distances uSing factors shown In Table 10, except edge distance do not apply to metal deck Linear interpolation for allowable loads for anchors at Intermediate embedment depths may also be used 4These tension load values are applicable only when the anchors are Installed With special Inspection as set forth In Section 4 4 5The metal deck shall be minimum No 20 gage thick steel [(0 035-lnch base metal thickness (0 89 mm)] conforming to ASTM A 653/ A 653M Grade 50 "The tabulated load values are for anchors Installed with a minimum flute edge distance of 1'/2-Inch for installations In the lower flute Anchors are permitted to be Installed In the lower or upper flute of the metal deck prOVided the installation procedures are maintained. See Figure 2 for metal deck Installation detail I Page 1~ of 13 S '2'8 .. ESR-1678 TABLE 12-ALLOWABLE LOAD CAPACITIES FOR VERTIGO WEDGE-BOLT OT ANCHORS INSTALLED IN I NORMAL-WEIGHT CONCRETE1,2,3 ANCHOR ROD MINIMUM MINIMUM TENSION (Pounds) LOAD AT 450 (Pounds)' I DIAMETER COUPLING EMBEDMENT EDGE (In~h)1 SIZE hv DISTANCE f'e ~ 3,000 Psi f 'e ~ 3,000 Psi (Inch) (Inches) (Inches) With Sp. Inspection4 Without Sp. Inspection 1/4 I 1/4 1 1/4 2 435 220 555 3/8 1 1/2 4 525 265 845 3/8 I 1/2 23/4 6 1,250 625 2,025 For SI: 1 Irlch == 254 mm, 1 PSI == 6 89 kPa, 1 Ibf == 4 45 N 'Tabulatedlload values are for anchors Installed In concrete that has reached the minimum designated ultimate compressive strength at the lime of installation, 2 Refer to Seclion 5 3 of this report for allowable loads of anchors to resist short-term loads. 3Tabulated!allowable tension loads are for anchors Installed at cntlcal spacing distance Allowable tension loads for anchors Installed at minrmum anchor spacing, S']"n. must be denved uSing the load reduction factors shown In Table 3 Linear Interpolalion for allowable loads for anchors loaded In tension may be used for spacings between So, and Smm 'Th,re '''I "'0" '" 'pp"~b1, o"'y wh," Ih, '"'horn '" ,,,"",' w,~ "".., '""00'," " reI 10"" '" S,,""" 4.4 TABLE 13-ALLOWABLE LOAD CAPACITIES FOR VERTIGO WEDGE-BOLT OT ANCHORS INSTALLED IN I STRUCTURAL SAND-LIGHTWEIGHT CONCRETE1,2,3 I ANCHOR INSTALLED THROUGH MIN. 20 GAGE METAL DECK INTO SAND-LIGHTWEIGHT CONCRETE (f'e ~ 3,000 PSi)6.7 ANCHOR ROD MINIMUM MINIMUM 4-1/2" WIDE DECKs I DIAMETER COUPLING EMBEDMENT TENSION (Pounds) (Jn~h) I SIZE hv LOAD AT 450 (Pounds)4 (Inch) (Inches) With Sp. Inspection4 Without Sp. Inspection 1/4 I 1/4 1 1/4 200 100 285 3/8 1 1/2 445 225 375 3/8 I 1/2 23/4 970 485 730 For SI: 1 In6h == 25.4 mm, 1 PSI == 6 89 kPa, 1 Ibf = 4 45 N I 'Tabulated l,cad values are for anchors Installed In structural lightweight concrete that has reached the minimum deSignated ultimate compressive strength at the time of Installation 2 Refer to S~ctlon 5 3 of thiS report for modifYing allowable loads of anchors to resist short-term loads. 3Tabulated ~lIowable tension loads are for anchors Installed at crilical spacing distance Allowable tension loads for anchors Installed at mlnrmum anchor spacing, Sm!r.' shall be derived using the load reduction factors shown In Table 10 Linear Interpolalion for allowable loads for anchors loaded In tension may be used for spacings between Se, and Smm . 4These loadlvalues are applicable only when the anchors are Installed With special inspection as set forth In Section 4 4 sThe metal deck shall be mlnrmum No. 20 gage thick steel [(0 035-lnch base metal thickness (0 89 mm)] conforming to ASTM A 653/ A 653M. "The tabulatbd load values are for anchors Installed With a minimum flute edge distance of 1'/rlnch for installations In the lower flute Anchors are permitted tolbe Installed In the lower or upper flute of the metal deck prOVided the installalion procedures are maintained See Figure 2 for metal deck Installation getail. 7 Minimum concrete thickness for the upper flute shall be 1 Y:. times the anchor embedment at the location of anchor installation 0' Page 12 of 13 ESR-1678 l.' TABLE 14-ALLOWABLE TENSION AND SHEAR LOAD CAPACITIES FOR WEDGE-BOLT ANCHORS INSTALLED IN GROUT-FILLED CONCRETE MASONRy1,2,3,5,6 ANCHOR INSTALLED THROUGH FACE SHELL INTO GROUTED CELL" ANCHOR MINIMUM MINIMUM MINIMUM TENSION LOAD (Pounds) SHEAR LOAD (Pounds) DIAMETER EMBED. EDGE END UBC IBC/lRC UBC IBC/lRC d hv DISTANCE DISTANCE With Special Without Special With Special With or Without With Special (Inch) (Inches) (Inches) (Inches) Inspection' Inspection Inspection' Special Inspection Inspection' 1/4 1 33/4 33/4 105 50 80 190 150 2 425 210 340 425 340 1 1/2 33/4 265 130 210 500 400 3/8 21/2 77/8 12 935 465 750 945 755 31/2 12 1,610 805 1,290 1,390 1,110 2 33/4 420 210 335 905 720 1/2 3 77/8 12 1,165 580 930 1,235 985 4 12 1,905 950 1,525 1,560 1,245 21/2 33/4 570 285 455 1,650 1,320 5/8 31/4 77/8 12 1,105 550 885 1,875 1,500 4 12 1,640 820 1,310 5 2,425 1,210 1,940 2,100 1,680 3 33/4 765 380 615 940 750 12 1,655 1,320 3/4 31/2 77/8 12 1,295 645 1,035 1,585 1,265 4 12 1,820 910 1,455 2,230 1,780 5 2,100 1,050 1,680 2,805 2,240 ANCHOR INSTALLED THROUGH FACE SHELL INTO CELL WEB' ANCHOR MINIMUM MINIMUM MINIMUM TENSION LOAD (Pounds) DIAMETER EMBED. EDGE END d hv DISTANCE DISTANCE UBC IBC/IRC (Inch) (Inches) (Inches) (Inches) With Special Inspection' Without Special Inspection With Special Inspection' 3/8 31/2 1,085 540 870 1/2 4 16 16 1,390 695 1,110 5/8 4 1,505 750 1,205 3/4 4 1,640 820 1,310 ANCHOR INSTALLED IN BED JOINT".9 ANCHOR MINIMUM MINIMUM MINIMUM TENSION LOAD (Pounds) SHEAR LOAD (Pounds) DIAMETER EMBED. EDGE END UBC IBC/IRC UBC IBC/IRC d hv DISTANCE DISTANCE With Special Without Special With Special With or Without With Special (Inch) (Inches) (Inches) (Inches) Inspection' Inspection Inspection' Special Inspection Inspection' 3/8 1 1/2 - - - 31/2 1,040 520 830 635 510 1/2 4 16 8 1,365 680 1,090 5/8 4 1,050 525 840 3/4 21/2 - - - 1,535 1,225 4 1,110 555 890 For SI: 1 Inch = 254 mm, 1 PSI = 6 89 kPa, 1 Ibf = 4 45 N , Tabulated load values are for anchors Installed In minimum 6-lnch wide grout-filled concrete masonry unils deSCribed In Seclion 3.1 4 of this report 2 Refer to Seclion 54 of this report for modifying allowable loads of anchors to reSist short-term loads 3The tabulated values are applicable for screw anchors Installed at a minimum spacing between screw anchors of 16 times the screw anchor diameter 'These tension and shear load values are applicable only when the anchors are Installed with speclallnspeclion as set forth In Section 4 4 5Embedment depth IS measured from the outSide surface of the concrete masonry Unit "Allowable shear loads for '/,-Inch and %-Inch diameter anchor Installalions Into the face shell of a masonry wall may be applied In any direction. Allowable shear loads for anchor diameters '/2-Inch and greater Installed Into the face shell may be applied In any dlreclion prOVided the location is a minimum of 12 Inches from the edge and end of the wall. For anchor diameters '/2-Inch and greater Installed With an edge distance less than 12 Inches the allowable shear loads may be applied In any dlreclion except upward vertically 'Allowable shear loads for anchor Installations Into the cell web may be applied In any direction "Allowable shear loads for anchor installalions Into the mortar bed JOint may be applied in any directIOn provided the anchor localion IS a minimum of 16 Inches from the edge of the wall For anchor Installations With an edge distance less than 16 Inches the allowable shear loads may be applied In any direction except upward vertically 9Allowable tension load values apply to installations In T-jolnts For anchors Installed into a hOrizontal mortar JOint (bed JOint) localion, allowable tension loads may be Increased by 35 percent I Page 1~ of 13 ? '2~ ESR-1678 '>. ~.r lftd Toportd ~== L~ \/EDGE - Brn. T AND "EDGE-DOLT or VERTIGO "EDGE-DOLT or FIGURE 1-SCREW ANCHOR DESCRIPTION ~q.'.>~ 4'" STRUCTURAL LIGHT....EIGHT CDNCRETE DR NDRMAL -....EIGHT CDNCRETE DVER METAL DECK (~NIMUM 3000 PSI) MA[ ......:... ., <I .. .' . v- <I' . . ., ~ '4 _ ... ., . <l '. 4" . ., .' 4 <I. .~ .... . 4 <3 . 4. ." . 49", '4 4 .. ., ., . . :. I-MIN I 4 1/2'---\ FIGURE 2-WEDGE-BOLT AND VERTIGO WEDGE-BOLT OT INSTALLED THROUGH METAL DECK INTO STRUCTURAL LIGHTWEIGHT CONCRETE WEDGE-BOLT INSTALLATION IN \,./EB <TYP J INIMUM 6' GROUT-FILLED CONCRETE MASONRY f'M ~ 1,500 psi MINIMUM EDGE DIST ANCE <TYP) EDGE-BOLT INSTALLATION IN FACE SHELL (TYP) M[NIMUM SPACING tERTICAL nyp) HORIZONTAL AND VERHCAL MORTAR JOINT nyp I I I I I! II MINIMUM END DISTANCE <TYP) MINIMUM SPACING HORIZONTAL (TVP) FIGURE 3-WEDGE-BOLT INSTALLED INTO GROUT-FILLED CONCRETE MASONRY --:;:---::~ ,:..(~, ~~-1 (' .. .~, ~ v -J NUMB81 E830B "~ _:~~q~ P.O. Box U100. Tacom~:'"~;shin9ton 98411/ Area Code 206-565-6600/ TLX 32.7430 "-j~~; - ~ ~ : "_V-'_~__ -:.:::.. :.~ _:)]r !'::ll~~-...,...___ FASTENER LOADS FOR PLYWOOD - SCREWS INTRODUCTION The integity of a structure is frequently dependent upon the connections between its component elements. For maximum strength and stabIlity, each joint requres design which is adapted to the fastener type and D the strength properties of the individual structural members. Included in the following tables are ultimae withdrawal and lateral loads for plywood joints fasened with wood and sheet metal screws. These loed values are based upon tests conducted by the Amercan Plywood Association. "' I , TEST RESULTS Plywood-lnd-Metal Connections Self-drillirg, self-tapping screws are commonly used to attach plYNood up to 1-1/8 in. thick to steel flanges up to 3/16 in thick. However, since threads are usually provided en only a portion of the fastener shank, it is important to specify the appropriate fastener length for a given pljWood thickness. This precaution ensures that the ttTeaded portion of the shank will engage in the steel taming. Several lengths and styles are available. Additional details for these types of screws may be ottained from specific fastener manufacturers. The followng data apply to wood screws and sheet metal screws. Lateral Resistance: Performarce of plywood-and-metal connections is dependenl upon the strength properties of all three elements. - -- a) Plywoo:f-critical joints are characterized by a sheai"irg of the plywood veneers oriented parallel to the orection of the applied force. Veneer plugs, whose -.idth equals the diameter of the screw shank, may shear loose, and protrude at the loaded end. _::tjt~' .' ~----....:-....... ~ - -- - _1 ,j- - ~-.....--_. ~ - .~'I-""- :,-~;i.', "- -/ ~~..I~~::_' '~ .:i:';:-:: .-- ~ -.--...~ ,...:"rm~:~ -....,......-..----- -.-. .- ~ - -. November 1985 Shearing of screw shank <;J "11\/ I ~ I / / / / / / / "'" r> Crushing of plywood FIGURE 1. Failure of Laterally Loaded, Single-Shear Metal-to-Plywood Connection b) Fastener-critical joints are characterized by a shear failure of the screw shank. As shown in Figure 1, once localized crushing of the wood has occurred, resistance to fastener-head embedment into the metal causes the screw to become a shear specimen and joint behavior is dependent upon the shear strength of the fastener. Shear failure of the screw shank occurs at the wood-metal interface. c) The metal-critical joint may fail in one of two ways. Failure occurs when the resistance of the screw' head to embedment is greater than the resistance of the metal to lateral and/or withdrawal load, and the screw tears away from the metal framing. Failure also Occurs when thin metal in a metal-to- plywood joint crushes or tears away from the screw. : ,.-~~... ~:,' 'j .CI,. . _ ",,,';..~. :::::rJ :-,:~ ,. . ~~..:':"~':.><~ 1;.... ,u'- ...- , ;!~~ "......~ ''', , " ~ ~~ ~,;~.~~ ::~ ~ - "~:::..' ::.....: I Tables 1 and 2 present ultimate lateral loads for wood- and shJet-metal-screw connections in plywood-and- metal joints. Loaded end distance in these tests was one inch. Plywood face grain was parallel to the load since this direction yields the lowest lateral loads when the joint is plywood-critical. All wood-screw specimJns were tested with a 3/16-in-thick steel side plate, ahd values should be modified if thinner steel is used. TABLE 1. Screws: Metal-to-Plywood Connections(a) I Depth or Ultimate Lateral load (Ib)(b) Threaded Penetrali6n Wood Screws Sheet Metal Screws (In.) I #8 11(1 #12 #8 #10 #12 1/2 I 415 (500) 590 465 C2.65) 670 5/8 I , 500 (600) 705 - - ~ 3/4 I - - - 590 I (655) 715 , (a) Plywood was C.D grade y,'th extenor glue (all plies Group 1). face gram parallel to load S,de plate was 3/16"-thlck steel (b) Values ,I parentheses are eshmates based on other tests TABLE 2., Sheet Metal Screws: Plywood-to-Metal Connections(a) Ultimate Lateral load (Ib)(b) Plywood Screw Size Framing Thickness 1/4" -20 Self (m.) #8 #10 #12 #14 Tapping Screw 0080" I 1/4 330 360 390 410 590 Aluminum 1/2 630 850' 860 920 970 I 3/4 910' 930' 1250 1330 1440 0078" I 1/4 360 380 400 410 650 Galvamzea 1/2 700' 890' 900 920 970 Steel I (14 gage) 3/4 700' 950' 1300' 1390' 1500 (a) Plywood lvas A.C EXT (all plies Group 1). face gram parallel to load (b) Loads dehoted by an ast~"sk(') were limIted by screw-la-framln9 strength, others were limited by plywood s:rength Wfthdrawt Tables 3 ~nd 4 present average ultimate withdrawal loads for Wood and sheet metal screws in plywood- and-metafjoints, based on analysis of test results. Wood scrkws have a tapered shank and are threaded for only 213 of their length. Sheet metal screws typically Have higher ultimate load than wood screws in the smkller gages, because of their uniform shank diameter knd full-length thread. The difference is not as appar~nt in the larger gages and lengths because the taper is not as significant. " -", '..... 53/ {---. , , .{} {} E , I v v Wood Screw Sheet Met21 Screw {} " f \, v I) (;/ 7.. ,. j;;. TABLE 3. Wood and Sheet Metal Screws: Metal-to- Plywood Connections(a) ) Depth df Average Ultimate Withdrawal load lib) Threadei! Penetratrm Screw S ze l (In.) #60 #8 #10 #12/ #14 #16 3/8 150 180 205/ d - - 1/2 200 240 275 315 350 - 5/8 250 295 345 390 440 - 3/4 300 355 415 470 525 1 - - - 625 700 775 1-1/8 - - - 705 790 875 2-1/4 - - - - 1580 - (a) Plywoor Has CoD grade with extenor glue (all plies Group 1). Values S10wn in Table 3 for wood screws are based on 1/4-1:. protrusion of the wood screw from the back of the p~nel. This was to assure measurable length of thread 8Tlbedment in the wood, since the tip of the tapered Nood screw may be smaller than the pilot hole. Ths was not a factor for sheet metal screws due to their _ntform shanks. TABLE l.. Sheet Metal Screws: Plywood-to-Metal Connections(a) I Ultimate Withdrawal Load (Ib)(b) : Plywood Screw Size Framin, !Thickness 1/4" -20 Self (in.) #8 #10 #12 #14 Tapping Screw i 1/4 130 150 170 180 220 o 080" Alummu-: 1/2 350 470 500 520 500 I 3/4 660 680 790 850' 790' 0.078" I 1/4 130 150 170 180 220 Galvam::=--= 1/2 350 470 500 520 500 Steel (14 gage i 660 680 800 900 850 i 3/4 (a) Plywoo: ,as A-C EXT (all plies Group 1) (b) Loads :E'"cted by an astensk(") were limited by screw-to-frammg strength, others were IimlE-': by plywood strength Adjustme-t for Species Other Than Group 1: All the utmate loads presented in Tables 1 through 4 are base: on plywood panels of all-Group 1 construc- tion. For :Iywood panels of other species groups, the ultimate cads in these tables must be adjusted by correctior: factors presented in Table 5. Correction factors a:oly for both lateral and withdrawal loading. The adju~ent factor for the highest numQered species goup present in any veneer should be used. {} '5 )'L... ! 0.25" {} {} {} v I TABLE' 5. Load Adjustment for Screws into Plywood I for Species Groups Noted(a)(b) Types rf AII- AII- AII- Loa~11lJ Group 1 Group 2 Groups 3, 4, 5 Lat~r:al 0100% 78% 78% I Wlthdraval 100% 60% 47% I I (a) AdJustmmts based on the species groups lor plywood shown In US Prod~ct Standard PS 1-83 and the equations In US Agricultural HandboOl No. 72. (b) Face, Iba:ll, and core veneer must be 01 the same species group When s~les group is unknown, assume all-Group 4 Fas,jng Into Plywood Panel Edges I Fasteninll IOto plywood panel edges is not normally I recommBlded. For some purposes, however, edge fastenihg may be necessary. Table 6 presents ultimate lateral brd withdrawal loads for various sizes of wood screws If, thiS application. TABLE 16. Wood Screws: Plywood-to-Plywood Edge Connections(a) Depth pI Ultimate Lateral Ultimate Withdrawal Threadec Load (Ib)(b) Load (Ib)(b) penetratior (In) I 118 1110 1112 1/8 1110 1112 1 I 180 ( 185) 195 360 (405) 450 I 1-1/2 , 180 (185) 195 410 (455) 500 I (a) PIyw09d '=Celvlng screw thread was 3/4" -thick C.D grade with exterior glue (Group:: nner plies) (b) Values " ~arentheses are estImates based on other tests. ESTIMATlNG ALLOWABLE DESIGN LOADS It is the f:sponslbllity of the designer to select a working lead suitable for his particular application. A high degf=e of variability is inherent in individual fastene~ t=st results. Therefore, for screws in wlthdraw~, a working load of about ~ of the ultimate! lead has traditionally been used fOLLong- duration leads. For normal load duration, the long- term workng load may be increased by 10 percent. , . Normal 'o:d duration contemplates fully stressing the connectio~ for approximately ten years, either continudusly or cumulatively. For late~a1.Y loaded screws, a working load of normal durationl rray be approximated by dividing the tabulated ultimate load by 5 or 6. For practically all laterally (leaded screw connections shown, the normal- duration oorking load will correspond to a joint slip of less thai 0.01 inch. Adjustmerxs for shorter or longer duration of load apply to!design values for mechanical fasteners where the strength of the wood (Le., not the strength of the metal fa~tEf1er) determines the load capacity. Adjust- ments of Design values for varying durations of load and corrlbinations of load should be in accordance with the Icurrent NFPA National Design Specification for Wood Construction. D D D '" ~ ( S3'-' /..~ \l 'V ~ ~ 0- tr- f'v) " "" ~~ '. () \ ".f' , ~/ 'j ~ o ~ II ~~ ~ 1- {J Permit #05-432 Peninsula College Science & Technology Building Fire Alarm & Life Safety Operations System Guide e -4-D1 24VDC Indicating Circuit Loading Schedule Fire Alarm and Life Safety Operations Guide Formulas' Maximum Voltage Drop = MInimum Power Supply Voltage - MInimum Operating Voltage of Device Maximum CIfCUlt Resistance = Maximum Voltage Drop I Maximum CIfCUlt Current PrOject Name: PCC SCIENCE & TECH Project Number: 630-H-7314 ::; e c3 c o Vl Q) U s: Q) o OJ c ~ u i3 E o Q) a. >- Maximum CIfCUlt Distance = (Maximum Circuit Resistance I Wife Palf Resistance Per 1000 Feet) . 1000 E c3 c o Vl Q) U s: Q) o >- c o Q) .c e Ci5 "0 U It) ~ o ~ c '" :J s ::::. ::::. ::; ::; e e c3 c3 c c 0 0 Q) Q) u u s: s: Q) Q) 0 0 1il 1il '" '" -' -' Q) Q) ,f; ,f; .8 .8 Q) Q) u u c c '" .lll 1il Vl 15 15 0. a. :J UJ C ~ () o > '<f o N ,f; j: a. o o Q) OJ .lll (5 > x '" ::; e c3 >- .c "0 i!! ::; 0" Q) IY C ~ :J () >- 0. a. :J UJ E :J E x '" u o C. Vl Q) U s: Q) o o Q) OJ .lll (5 > OJ C ~ Q) a. o "0 Q) "0 Q) Q) u x w Q) u c: .fl Vl o .... '5 l:! U E :J E ;( '" >: c o <.9 S <( co ~ o <D ~ ::; e c3 c o Vl Q) U s: Q) o "0 () o ::; e c3 c o Vl Q) () s: Q) o "0 () It) ~ ... o >- "'" c '" :J ::; e c3 c o Vl fl s: Q) o "0 () o (') o >- "'" c '" :J ::; e c3 c o Vl Q) () s: Q) o "8 ~ .0 E :J Z ::; e c3 c o Vl Q) () s: Q) o "0 () It) r-- o >- "'" c '" :J Q) OJ ~ Q) > o () ::; e c3 >- 0. a. :J UJ ~ ~ N ~ o '" Q) ~ o <D o >- "'" c '" :J ~ o >- "'" c '" :J Q) N en Q) ~ ~. ~ o ::; e Iii o x '" f- c3 c.. 0 0 0 0 0 0 :2 :2 :2 f- :2 HORN/STROBE: FLOOR 1 BPS-1 CKT-1 0 1 2 1 2 1 90V o 895 A 114 V 14AWG 525 Fl 731 Fl HORN/STROBE FLOOR 1 BPS-1 CKT-2 2 2 3 1 0 0 240V o 673 A -36V 14 AWG 350 Fl 972 Fl NO HORN/STROBE FLOOR 1 BPS.1 CKT.3 9 4 0 0 0 1 240V o 934 A .3.6 V 14 AWG 350 Ft 700 Fl HORN/STROBE FLOOR 1 BPS.1 CKT-4 1 3 0 0 0 4 240V 0.952 A .36V 14AWG 550 Ft 687 Ft NO] HORN/STROBE FLOOR 1 BPS"2 CKT.1 2 2 0 2 0 0 240V 0.514 A .36 V 14AWG 650 Ft 1,272 Fl HORN/STROBE FLOOR 1 BPS.2 CKT-2 0 1 1 2 0 1 24.0 V o 620 A -36V 14AWG 550 Ft 1,055 Fl N HORN/STROBE FLOOR 2 BPS.3 CKT.1 2 2 3 2 0 1 240V 0,994 A -36V 14AWG 600 Ft 658 Fl NO HORN/STROBE FLOOR 2 BPS-3 CKT-2 2 3 2 3 0 1 24.0V 1 093 A -J6V 14AWG 550 Fl 598 Fl HORN/STROBE FLOOR 2 BPS.3 CKT.3 9 4 0 0 0 0 240V o 754 A .36Y 14AWG 460l=t 867 Ft NO HORN/STROBE FLOOR 2 BPS-3 CKT.4 0 3 0 0 0 0 240V 0174 A -36Y 14AWG 300 Ft 3,758 Ft NO HORN/STROBE FLOOR 2 BPS-4 CKT-1 0 3 1 2 0 0 240V o 556 A -36Y 14AWG 600 Fl 1,176 Ft NO I - I HORN/STROBE FLOOR 2 BPS-4 CKT-2 4 2 0 0 0 0 240V 0,348 A -36V 14AWG 500 Fl 1,879 Ft @=:Jj PROPRIETARY DOCUMENT FOR INTERNAL USE ONLY APRIL, 1996 .. ~~ 1 OF 1 FORM 4 3 BATTERY SIZING CALCULATIONS Landis Gvr Powers Project Name PENINSULA COLLEGE Project # Rev Date 21-Mar-06 Panel Name Area Served BPS-1 FLOOR 1 Requirement for standby current ReqUirement for alarm current Spare Battery Capacity I 24 I I 10 I I 20% I mln % hrs FIELD EQUIPMENT Standby Alarm TOTAL TOTAL (ma) (ma) (ma) (ma) Quantity Device Current Current Standby Current Alarm Current 12 G1-VM-LG . 55 0 660 10 G1-HDVM-LG 15CD 77 0 770 5 G1-HDVM-LG 30CD 90 0 450 4 G1-HDVM-LG75CD 158 0 632 6 G1-HDVM-LG110CD 200 0 1200 0 BPS POWER SUPPLY 6 I 500 0 0 FIELD TOTALS 0 7424 IGRAND TOTALS (field & panel) Standby o Alarm 7424 Formula: [(A + B) x C) + [(0 + E) x F) x G = Minimum Amp-Hour Battery Capacity Where: A = Internal panel standby current {amps} B = External device standby current {amps} C =.: Duration panel must remain operational {hours} o = Internal alarm current {amps} E = External devIce alarm current {amps} F = Duration panel must remain In alarm after standby penod ends {hours} G = Spare battery capacity {percentage} Page 1 of 1 0.0 amp-hr 1.2 amp-hr 0.2 am -hr 1.5 amp-hr 4.0 amp-hr 3/21/2006 BATTERY SIZING CALCULATIONS Landis Gvr Powers PrOject Name PENINSULA COLLEGE Project # Rev Date 21-Mar-06 Panel Name Area Served BPS-2 FLOOR 1 Requirement for standby current Requirement for alarm current Spare Battery Capacity I 24 I I 10 I I 20% I hrs mln % FIELD EQUIPMENT Alarm TOTAL TOTAL (ma) (ma) (ma) Quantity DeVice Current Standby Current Alarm Current 2 G1-VM-LG 55 0 110 3 G1-HDVM-LG 15CD 77 0 231 1 G1-HDVM-LG 30CD 90 0 90 2 G1-HDVM-LG75CD 158 0 316 1 G1-HDVM-LG110CD 200 0 200 0 BPS POWER SUPPLY 500 0 0 FIELD TOTALS 0 1894 Standby Alarm IGRAND TOTALS (field & panel) 0 1894 Formula: [(A + B) x C] + [(D + E) x F) x G = MInimum Amp-Hour Battery Capacity Where: A = Internal panel standby current {amps} B = External deVice standby current {amps} C = Duration panel must remain operalional {hours} D = Internal alarm current {amps} E = External deVice alarm current {amps} F = Duration panel must remain In alarm after standby penod ends {hours} G = Spare battery capacity {percentage} Page 1 of 1 3/21/2006 SA TTERY SIZING CALCULATIONS PrOject Name PENINSULA COLLEGE Project # Rev Date 21-Mar-06 Requirement for standby current Requirement for alarm current Spare Battery Capacity I 24 I I 10 I I 20% I hrs mln % FIELD EQUIPMENT Alarm (ma) Current 55 77 90 158 200 500 Quantity 13 12 5 5 2 o Device G1-VM-LG G1-HDVM-LG 15CD G1-HOVM-LG 30CO G1-HDVM-LG75CD G1-HDVM-LG110CD BPS POWER SUPPLY FIELD TOTALS IGRAND TOTALS (field & panel) Panel Name Area Served Landis Gvr Powers BPS-3 FLOOR 2 TOTAL (ma) Standby Current o o o o o o o Standby o 0.0 amp-hr 1.1 amp-hr 0.2 am -hr 1.3 amp-hr 4.0 amp-hr TOTAL (ma) Alarm Current 715 924 450 790 400 o 6558 Alarm 6558 Formula: [(A + B) x C] + [(0 + E) x F) x G = Minimum Amp-Hour Battery Capacity Where: A = Internal panel standby current {amps} B = External device standby current {amps} C = Duration panel must remain operational {hours} D = Internal alarm current {amps} E = External device alarm current {amps} F = Duration panel must remain In alarm after standby penod ends {hours} G = Spare battery capacity {percentage} Page 1 of 1 3/21/2006 SA TTERY SIZING CALCULATIONS Landis Gvr Powers Project Name PENINSULA COLLEGE Project # Rev Date 21-Mar-06 Panel Name Area Served BPS-4 FLOOR 2 Requirement for standby current ReqUIrement for alarm current Spare Battery Capacity I 24 I I 10 I I 20% I hrs mln % FIELD EQUIPMENT Standby Alarm TOTAL TOTAL (ma) (ma) (ma) (ma) Quantity Device Current Current Standby Current Alarm Current 4 G1-VM-LG 55 0 220 5 G1-HDVM-LG 15CD 77 0 385 1 G1-HDVM-LG 30CD 90 0 90 2 G1-HDVM-LG75CD 158 0 316 0 G1-HDVM-LG110CD 200 0 0 0 BPS POWER SUPPLY 500 0 0 FIELD TOTALS 0 2022 Standby Alarm IGRAND TOTALS (field & panel) 0 2022 Formula: [(A + B) x C] + [(D + E) x F] x G = Minimum Amp-Hour Battery Capacity Where: A = Internal panel standby current {amps} B = External device standby current {amps} C = Duration panel must remain operational {hours} D = Internal alarm current {amps} E = External device alarm current {amps} F = Duration panel must remain In alarm after standby period ends {hours} G = Spare battery capacity {percentage} Page 1 of 1 3/21/2006 BATTERY SIZING CALCULATIONS PrOject Name PENINSULA COLLEGE Project # 630-H-7314 Rev Date 21-Mar-06 Panel Name Area Served FACP-8 SCIENCE/TECH Requirement for standby current Requirement for alarm current Spare Battery Capacity' Initiating Devices Assumed In Alarm I 24 I I 10 I I 10% I I 10% I hrs mln % % PANEL EQUIPMENT Standby Alarm TOTAL TOTAL (ma) (ma) (ma) (ma) Quantity Device Current Current Standby Current Alarm Current 1 3-CPU / PPS 165 180 165 180 1 3FIBA 63 63 63 63 1 3-LCD 53 53 53 53 1 3-SDDC 242 261 242 261 PANEL TOTALS 523 557 FIELD EQUIPMENT Standby Alarm TOTAL TOTAL (ma) (ma) (ma) (ma) Quantity Device Current Current Standby Current Alarm Current 10 SIGA-CT2 0045 0045 045 045 15 SIGA-CR 0045 0045 0675 0675 17 SIGA-278 025 04 425 68 116 SIGA-PS 0045 0045 522 522 5 SIGA-CT1 0045 0045 0225 0225 35 SIGA-SD 0045 0045 1575 1 575 1 22310-18-01 85 145 85 145 8 MR-201 0 35 0 280 0 0 80 0 0 0 80 0 0 0 HORN 0 40 0 0 FIELD TOTALS 20.895 309.445 IGRAND TOTALS (field & panel) Standby 543.895 Alarm 866.445 Formula: [(A + B) x C) + [(D + E) x F) x G = Minimum Amp-Hour Battery Capacity Where: A = Internal panel standby current {amps} B = External device standby current {amps} C = Duralion panel must remain operalional {hours} D = Internal alarm current {amps} E = External device alarm current {amps} F = Duration panel must remain In alarm after standby period ends {hours} G = Spare battery capacity {percentage} SIEMENS ALS3 ALS3 IS a modular system uniquely designed to easily meet the needs of stand-alone single node systems or multi-node networks Both fire alarm and audio systems use the same fundamental components simplifYing sys- tem layouts A powerful System Definition Utility helps define flexible system operations In a fraction of the time reqUIred by others. Virtually all ALS3 operating features are software controlled This gives ALS3 great site flexibility and ensures operational changes and upgrades will be possible years after the initial Installation. From the elegant contoured door design of the Lobby Enclosure through the standard industrial design of Re- mote Closet cabinets both aesthetics and function are addressed Features · 168 character LCD - displays information Important to user first - first and last alarm display hands free · Exceptional alarm response times - 3 second alarm response time over any size network -750ms loop alarm response time · Total network wIring over 300,000 feet · 8 multiplexed channels for audio source selection on one pair of wires · Zoned audio amplifiers · Supports proprietary and local system operations · For retrofit eXisting wire may be used If electrically sound · Slide In LED and sWitch labels · Signature series detectors and modules support · Automatic device and panel addressing · 250 devices per loop, 2500 devices per node Document No 152-476P25 Technical Specification Sheet Rev 1, October, 1998 1/ · DeVice Circuit mapping · Up to 32 trouble bits per deVice for trouble shooting Application Notes ALS3 IS a superbly adaptable Life Safety System lending Itself to smaller and larger buildings alike. System compo- nents arrange In layers starting with the wallbox system and ending with Inner and outer doors. Cabinets are available with room for system batteries up to 65 Amp hours With ALS3, one 24 volt battery set supports up to four power supplies _ OUTER DOOR -BOX The power supplies use a unique paralleling arrangement that ensures optimization of each supplies full capacity Each supply will support up to 7 Amps of load, with 4 supplies 28 Amps of current IS available all backed up by one battery This gives ALS3 continuing cost saving benefits In system maintenance as well as initial system cost. A user Interface layer made up of a Main Display Interface module and a system of generic modules maXimize deSign flexibility for custom systems Page 1 of 4 Main Display Interface ALS3's Main Display Interface module focuses on the emergency user Simple to understand lights and sWitches help the operator execute system commands with confi- dence Eight lines of 21 characters (168 characters total) provide the room needed to convey emergency Informa- tion In a useful format Hands free, the first highest priority event displays The Main Display always shows the last highest priority event Without opening the door of the ALS3 the first and last alarm IS given. ALS3 modular system deSign means a Main Display Interface module IS not required In remote nodes with no user Interface requirements ALS3's Main Display Interface provides a menu system to support maintenance functions such as pOint disabling or reports for use by staff or service personnel. Display Modules ALS3's generic Control/Display module's provide mem- brane sWitches with positive tactile feedback and colored LEDs giVing the emergency user the Simplest of inter- faces Control/Display module locations are Independent of the underlYing connection hardware, the local rail module. This keeps system layout flexibility maximized Panel Capacities ALS3 makes Isolation of field wiring easy with bUilding wiring terminations being made on local rail module removable terminal blocks ALS3 local rail modules Include zoned amplifiers, Single Signature Loop Controllers, Conventional Hardwlred modules, and the main CPU module System deSign allows convenient separation of high voltage and power limited wIring. ALS3 supports both Single node and multiple node Single network systems As a stand-alone panel or Single node from 5 to 21 module spaces are available ThiS proVides enough space for up to four system power supplies providing 28 Amps of power. A Single panel supports up to 10 Signature loop controllers (250 deVices per loop, 2500 pOints total per node). Utilizing conventional Circuits, up to 15 local rail modules fit, supporting 120 conventional zones. Up to half of the conventional Circuits could be Notification Appliance Circuits, With 19 Control Display modules, and a Main Display Interface module. Networks ALS3 operates on a multi priority peer-to-peer token ring network The multi-priority token ring gives ALS3 excep- tional alarm response. Response time IS less than 3 seconds across the network Virtually Independent of the Page 2 of 4 total number of nodes ALS3 token ring network configu- ration also affords long distances between nodes The distance between panels on #18AWG (1 Omm2) IS 5000ft (1523m). With 64 nodes supported on a network the total network length IS In excess of 300,000 ft (91400m) Network communication IS via RS-485 serial ports ThiS two wire Circuit supports Class 'A' or '8' The ALS3 network meets NFPA style 7 communications standards In Class 'A' configuration The ALS3 uses distributed data base technology, deSigned to survive the rigors of fire and fire fighting In Class '8' configuration a Single break or short on the network wiring Will Isolate the system Into two groups of panels each With one or more nodes Each group of panels continues functioning as a peer-to-peer network working With their combined data bases In Class 'A' a Single break or short on the network wIring causes the system to Isolate the fault Network communication continues uninterrupted If multiple faults occur, the network re-conflgures Into multiple networks and functions as described above for Class '8' ThiS means a system continues to respond to activations from every node that can transmit and receive network messages Local responses always execute since the local data base reSides at each node maXimizing surVivability Adding Audio ALS3 audio IS a matter of selecting components for instal- lation In standard fire alarm cabinet assemblies. ALS3 uses Intelligent zoned amplifiers, thiS reduces wire runs and space needs at a central location Audio control equipment and zoned amplifiers use the same system power supplies as fire alarm components. All these components are supported by standby battery Where multiple nodes make up the system a Single pair of wires carries eight channels of digital audiO between nodes The system will deliver up to eight messages/signals Simulta- neously meaning occupants signaling messaging IS never Interrupted ThiS eliminates confUSion when the emer- gency user requires the use of an audiO channel when dellvenng zone specific messages. The ALS3 proVides Simple paging controls Pressing the ALL CALL selects all paging zones for message delivery Pressing Page to EVACUATION automatically selects all areas In evacuation. Similarly, the user can Page to ALERT Zoned paging requires the user to Simply press zone paging sWitches After the user completes a page delivery, signaling automatically restores when the user releases the microphone talk key Siemens Building Technologies. Inc Engineering Specification It shall be possible to support a single stand-alone node or up to 64 nodes communicating on a peer-to-peer multi-priority token ring protocol network Any node on the network with a new alarm must have priority on the Network Network alarm response must be under 3 seconds Field wiring connections must be made at removable terminal blocks Status LEOs shall be provided for communications of network, RS-232, a\Jdlo and Internal rail commUnications Internal node communication speed must be programmable. The control panel and system components must be manu- factured by an ISO,900~ standards listed company The communication format between the control panel and analog devices shall be digital. Loop alarm recognition must be within 750 milliseconds of a device reporting an alarm state. It must be possible to wire the Loop as Class A or Class B with non shielded, non tWisted wire. It must be possible to wire branches (T-taps) with Class B wiring Should the communications between devices and the Data controller be lost, the device circuit shall go Into stand-alone mode. The CirCUit shall act like a conventional alarm receiving Circuit In the stand-alone mode Should bus communications be lost, local rail modules must continue to function, recognize and store functional status changes In the event of an alarm, prOVISion must be made to signal the network and make It aware of the alarm condition The fire alarm power supplies must be capable of being paralleled and share the load Multiple power supplies must be capable of being backed up with a Single 24 volt battery pack for reduced maintenance A battery per power supply IS not acceptable The power supply shall be capable of charg- Ing up to 65 AH batteries The power supply must be able to perform an automatic load test of batteries and return a trouble If the batteries fall outside a predetermined range Power supplies must Incorporate the ability to adjust the charge rate of batteries based on ambient temperatures. It shall be possible to adjust for ambient temperature changes In local cabinets as well as remote cabinets The system shall proVide a user Interface that displays system events In a text format, and supports baSIC common control LEOs and sWitches The Common Control SWitches and LEOs proVided as minimum will be, Reset sWitch and LED, Alarm Silence sWitch and LED, Panel Silence sWitch and LED, Drill sWitch and LED It must be possible to add additional common controls as reqUired through the use of modular display units. The user Interface must proVide an LCD that Will allow custom event messages of up to 42 characters The system must provide the emergency user, hands free viewing of the first and last highest priority event The last highest priority event must always display and update automatically Events shall be automatically placed In Siemens Building Technologies. lnc easy to access queues It shall be possible to view specific event types separately HaVing to scroll through a mixed list of event types IS not acceptable The total number of active events by type must be displayed Visual indication must be proVided for any event type that has not been acknowledged or viewed It must be possible to customize the deSignation of all user Interface LEOs and SWitches for local language requirements The Life Safety system shall Incorporate annunciation of Alarm, Supervisory, Trouble and Monitor operations Annun- ciation must be through the use of LED display stripS com- plete with a means to custom label each LED as to ItS function Where applicable control of remote smoke control deVices must be made available at the control center SWitches with LEOs must proVide positive feed back to the operator of remote equipment status Where vOice audiO IS required a means of paging Individual zones must be made. The status of each paging zone must be annunCiated It must be possible to selectively page Into specifiC zones It shall be possible to manipulate the evacuation of the bUilding from the main control center It must be possible for the emergency operator to put specific zones Into evacuation manually The audiO system amplifiers must be able to operate 25Vrms or 70 4Vrms speakers. The system shall provide Simultaneous page, alert and evacuation signaling. Systems that cause signaling deVices to go Silent while performing any signaling functions Will not be accepted System amplifi- ers must be distributed zoned type Centrally banked sys- tems are not acceptable An Integral circuit for operating traditional NAC deVices must be proVided With each system amplifier. The Circuit must have a minimum rating of 3.5 Amps for operating 24 Vdc signals It must be possible to have up to 8 separate audiO signal sources for paging and signaling purposes. The system must proVide as a minimum the follOWing paging common controls and Indicators Ready to page LED, VU display of paging output level, Single SWitch function for paging to all - Alert zones, Evacuation zones, and areas not programmed for Signaling. The system must proVide high quality analog to digital conversion of paging sources Digital transmiSSion of paging must be prOVided between system nodes The analog sources must be sampled and converted to digital With a sampling rate no less than 9600 baud It must be pOSSible to transmit Signal sources (Alert, Alarm, Page, etc.) together over a Single pair of wires between nodes The fire panel shall be capable of supporting a variety of conventional smoke detectors With a Single module It must be pOSSible to support polarized bells, horns or strobes It shall be pOSSible to proVide hardwlred supervisory and monitor functions With latching or non-latching operations It shall be pOSSible to display any circuit on an LCD or LED annunciator located anywhere on the network Page 3 of 4 Typical Wiring TonexlALS3 remole noor panel 3rd FLOO~ Primary p~~ Source 4th FLOOR 2Tw Pr 1 Tw/Sh Pr 2nd FlOO..R 1 Pr& 2 Tw/Sh Pr 1st FlOQR Pnntor CPU w/dlsplay, power supply & booster, duarloop module, audio source mOdule w/master < firefighbtt's 1a!7PJ'1~~e, 2 anip~~~~'; ba1in~s \< !EI-~~"'^'~ @!D ~~ ~ ::::.:.;::~~M," [Q[] ~'~'M~'~ @:::::o'::::':~~" ITIJ~'~~~ @::::':'::':;;'~M," IT10 _.__,~,~~, 0-,~~ ~=::;~~" ~ SIZe conductors per applicatIon ;~p=-1I1I Refer 10 AlS3 Installation Manual for addlbonal details ~ ~"~~~~ ~ ~.~_._~ GROUND.. FL?O~ .. TYPical ALS3 WIfing with Emergency VOice/Alarm System w/ Firefighter's Telephones Information In thiS document IS based on specifications believed correct at the time of publication The nght IS reserved to make changes as design Improvements are Introduced APOGEE IS a trad~mark of Siemens ButldlngTechnologles, Inc @ 1998 Siemens BUilding Technologies, Inc Siemens Building Technologies, Ine, Landis DIVIsion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Pnnted In the USA (ongln) Page 4 of 4 SIEMENS Technical Specification Sheet Rev 5, February, 2000 ~ /', ALS3 Cabinets and Chassis Models: 3-CAB series, 3-RCC series, 3-CHAS7 series ALS3 has a wide selection of cabinet arrangements allOWing the greatest use of ALS3's flexible modular design From the elegant contoured door design of the Lobby Enclosure through the standard design of Remote Closet Cabinets both aesthetiCS and function are eaSily addressed Lobby enclosure wallboxes are manufactured from #14 A WG cold rolled steel with a gray baked enamel finish Lobby enclo- sures' doors are manufactured from #14 AWG cold rolled steel and have a modern contoured door design with Integral viewing window The exception IS the small lobby enclosure 3-CAB5 The 3-CAB5 wallbox and non-contoured door are #16 AWG cold rolled steel. Lobby enclosure doors come with gray baked enamel or optional red baked enamel finishes The ALS3 lobby enclosures back boxes. doors and chaSSIS units are ordered and shipped separately The 3-CAB5 lobby enclosure comes com- plete with door and back box proViding space to mount 5 local rail modules. The ALS3 Remote Closet Cabinet deSign allows the Installation of control panel electronics In electncal closets The Remote closet cabinets have left hand hinged doors and are available With red finish only Optional display modules used for system diagnostics display, mount behind the closet cabinet door and are not VISible With the door closed Features . Right or left hand hinging of doors . Lag and keyway holes for qUick mounting . Knockouts for 3/4" condUit . Attractive contour door deSign on lobby enclosures . Combination flush or surface mounting lobby enclosure deSign . Remote closet cabinets for electncal closet mounting support up to 65 amp hour battenes Document No 152-484P25 3-RCC Series I:[C: @ A CE <8> 3-CAB Series Application Lobby Enclosures: ALS3 lobby enclosures proVide space for control, monltonng and display modules Ideal for mounting In lobbies where appearance IS Important, maximum mounting fleXibility is proVided With doors that Will mount for nght or left hand opening Lobby enclosures come In several sizes to match IndiVidual project requirements The 3-CAB5 senes semi-flush or surface mounts A bUilt in rail assembly proVides space for up to 5 local rail modules, no chaSSIS assembly needed Back space for 1 and 1/2 footpnnts gives room for a power supply and a 1/2 footpnnt module and 10 AH battenes The local rail module spaces proVide room for amplifiers. common control and annunCiation modules The 3-CAB7 semi-flush or surface mounts and has a contoured front door With viewing Window Space IS prOVided for two 17 AH battenes and one chaSSIS assembly proViding 7 local rail module spaces The 3-CAB 14 semi-flush or surface mounting and has a con- toured front door With viewing Window. Space IS proVided for two 17 AH battenes and two chaSSIS assemblies each proViding 7 local rail module spaces The 3-CAB21 semi-flush or surface mounts and has a contoured front door With viewing Window Space IS proVided for two 17 AH battenes and three chaSSIS assemblies each proViding 7 local rail module spaces Remote Closet Cabinets: Remote Closet Cabinets proVide an economical way of Installing equipment In locations where esthetiCS are not paramount, like electncal closets You can have optional display modules used for system diagnostics display mounted behind the front door These display modules Will not be VISible With the door closed Remote Closet Cabinets are surface mounting and come In sizes proViding space for 1 to 3 chaSSIS With room for standby battenes Page 1 of 4 Ordering Information 3-CAB5 Cabinet wlWallbox and door Equipment Ship Wt. Mounting Space Battery Space lb. (Kg) Five local rail modules ... One footprint and 1/2 Two -12V10A footprint module 30 (13 6) Four - 6V8A One ChassIs Two -12V10A Two -12V17A N/A 10 (4 5) Four - 6V8A Two ChassIs Two-12V10A 42 (191) Two -12V17A N/A 15 (6 8) Four - 6V8A Three ChassIs Two -12Vl0A 55 (25) Two-12V17A N/A 20 (91) Catalog Number Description Lobby Enclosures - Outer doors with viewing window 3-CAB7B Wall box only 3-CAB7B-E Wallbox only, EN-54 certified CE 3-CAB7D(R) Inner and outer doors for 3-CAB7B 3-CAB7D(R)-E Inner & outer doors for 3-CAB7B, EN-54 certified CE 3-CAB14B Wall box only 3-CAB14B-E Wallbox only, EN-54 certified CE 3-CAB 14D(R) Inner and outer doors for 3-CAB 14B 3-CAB14D(R)-E Inner & outer doors for 3-CAB14B, EN-54 certified CE 3-CAB21 B Wallbox only 3-CAB21 B-E Wallbox only, EN-54 certified CE 3-CAB21 D(R) Inner and outer doors for 3-CAB21 B 3-CAB21 D(R)-E Inner & outer doors for 3-CAB21 B, EN-54 certified CE Remote Closet Enclosure - No viewing window 3-RCC7R 375(17) Red wall box and door Four - 6V8A Two -12Vl0A Two -12V17A Two - 12V50A Four - 6V8A Two-12Vl0A Two-12V17A Two - 12V50A Two - 12V652 70 (31 8) One ChaSSIS 3-RCC7R-E Red wallbox and door, EN-54 certified CE 3-RCC14R Red wallbox and door 3-RCC14R-E Red wallbox and door, EN-54 certified CE 3-RCC21 R Red wallbox and door 3-RCC21 R-E Red wallbox and door, EN-54 certified CE Chassis Assemblies ChaSSIS Assembly - Takes one chaSSIS space In wall box, provides seven local rail module spaces, space for up to two power supplies and a 1/2 footprint module ChaSSIS Assembly - Takes one chaSSIS space In wall box, proVides an audiO source unit /w microphone and an Inner door filler plate ChaSSIS Assembly --Takes one chaSSIS space In wall box, provides an audiO source unit /w microphone and four local rail module spaces ChaSSIS Assembly - Takes one chaSSIS space In wall box, proVides an audiO source Unit /w microphone and Flreflqhters Telephone ChaSSIS Assembly - Takes one chaSSIS space In wallbox, prOVides Flreflqhters Telephone Control unit and Inner door filler plate 3-CHAS7 3-ASU 3-ASU/4 3-ASU/FT 3-FTCU Accessories Two ChaSSIS 53 (24) Three ChaSSIS 84 (3 8) 15 (6 8) 15 (6 8) 20 (91) 15 (6 8) 3-BA TS 3-BTSEN 3-TAMP 3-TAMP5 3-TAMPRCC Battery Shelf for RCC Enclosures Takes one chaSSIS space Room for up to one 65 AH or two 50 AH batteries Battery sensor/distribution module Tamper SWitch for 3-CAB7, 3-CAB14 and 3-CAB21 cabinets Mounts to Side of cabinet Tamper SWitch for 3-CAB5 f'0ounts to Side of cabinet Tamper SWitch for RCC series cabinets Mounts to Side of cabinet 3 (136) 5 (2) 5 (2) 5 (2) 5 (2) Notes: 1) All lobby enclosures, wallboxes and doors have a textured gray enamel flntsh, outer doors are available In red by adding the suffiX "R" to the catalog number, Ie 3-CAB7DR 2) Remote closet cabinets Will support 65 AH batteries With the use of the 3-BTS Battery shelf, which reduces the enclosures chaSSIS capacity by one Page 2 of 4 Siemens BUilding Technologies, Inc Installation and Mounting Lobby Enclosure 3-CAB5B 3 1 In (7 87 em) 131n (3 30 em) 3 86 In (9 80 em) 165 In (419 em) 16.4 In (41 66 em) ~ (l (l BACKBOX BATTERY AREA t bo NOT INSTALL CONDUI Lobby Enclosures 3-CAB7B 3010 3-CAB14B (17oml 3-CAB21B 13't2,,'~~1 24121n(&09cm) 22 75 In (57 8 em) 2101n{S3.341cm) 1251n(318cm) 2734In(694cm) D ' , L< D. 165m (419cm) 3861n 9BOcm) r . 11- . N ~ ~ ~ E ~ < o- n M 5 li in ~ r ~ ~ }: <! < 0 !l " 1 ChassIs <'" C?& L ;:- L 1251n (316cm) BATTERY AREA ~ DO NOT INSTALL CONDUIT Siemens BUilding Technologies, Inc E a: 0 0 0 0 <D 0 ie- a: UJ oS I- ::::> ll) 0 N " N ~ Page 3 of 4 Installation and Mounting 3551n (901 em) 175m (445 em) 250 In (63 5 em) 2325 In (59 03 em) 21 44 In (54 46 em) 125In(318cm) Surface Mounted Remote Closet Cabinets 3-RCC7R 3-RCC14R 3-RCC21 R 6" (152 em) 56410 4410 (143cm) r(112cm) K ~ m m o N '" ~ 13ln (33cm) [3RCCCDR] Information In this document IS based on specifications believed correct at the time of publication The right IS reserved to make changes as design Improvements are Introduced APOGEE IS a trademark of Siemens BUilding Technologies, Inc rQ 2000 Siemens BUilding Technologies, Inc Siemens Building Technologies, Inc. Landis DIVIsion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Printed In the USA (origin) Page 4 of 4 SIEMENS Technical Specification Sheet Rev 4, February, 2000 ~ @ @ A (E ALS3 Liquid Crystal Display Module Model: 3-LCD The main display Interface IS the primary user Interface In the ALS3 Life Safety System. The main display Interface focuses on the emergency user by putting information Important to the user up front Hands free, the first highest priority event IS shown. The display always gives the last highest priority event. Arriving at the panel and without opening the door, the first and last alarm IS given. Simple to understand lights and sWitches help the emergency user execute system commands with confidence. A menu system supports maintenance functions such as disables or reports for use by staff or service personnel Features . Uses simple lights and switches . Displays Information Important to user . Hands free first alarm display . Last event of highest priority always displays . 8 lines by 21 character graphic LCD display - 168 characters total . Multilingual - Supports English, French, Spanish, and RUSSian . Uses queues to sort events - a queue IS a list of messages alarm, supervisory, trouble and monitor . Slide In LED and sWitch labels - makes customlzatlon for regional language easy Document No 152.485P25 <S> Application The 3-LCD module mounts to the local rail over the nodes Central Processing Unit Module (3-CPU1). The 3-LCD module is optional in any network node. Ensuring Information clarity the 3-LCD uses a backlit high contrast supertwist graphical display Eight lines of 21 characters provide the room needed to convey emergency information In a useful format The 3-L~D always displays the last highest priority event even when the user IS viewing other message queues. Further message fleXibility IS provided with ALS3's mes- sage routing ability. Messages from a node can display at every node on the network or messages can route to specific nodes only. Routing can be initiated at a specific time/shift change There IS no need to have messages display in areas that are not affected by an event. The 3.LCD can display messages In English, Spanish, French, and RUSSian. The bilingual display lets the operator select between either of two languages Consult your representative for available language combinations. The ALS3 system configures for Proprietary, Local or EN54 market operations. The mode of operation IS se- lected through the System Definition Utility (SDU) which may adjust the follOWing operations slightly to fit the system operation selected Page 1 of 4 About LEDs and Switches Further enhancing the 3-LCD user Interface are easy to read and understand lights and sWitches All functions are laid out In a logical order At the top of the 3-LCD are five system status LEOs Here determining the general condi- tion of the system IS easy. If] IEl CPU Fail [) Gnd Fault Disable IZl D Power Test Power LED: Green, on when AC power is on. Test LED: Yellow, on when any portion of the system (Group) IS under test. CPU Fail LED Yellow, on when CPU stops running Gnd Fault LED' Yellow, on when a ground eXists on the system (group) Disable LED: Yellow, on when any pOint or zone IS disa- bled by a user. Below the general status LEOs are located four, LED I SWitch common controls The versatility of ALS3 allows system deSigners to define the features as affecting a domain (defined group of nodes) or as global (affects all nodes) across the network ThiS feature IS very useful when conflgunng systems with multiple bUildings on one network. As an example, operating the reset In one bUild- Ing may have adverse effect in other buildings. With ALS3 haVing operational differences between buildings on the same network IS not a problem (Reset) ~ CBCBrnCB For EN-54 compl1ance. please see page 3 Pressing Reset starts the system's reset operation The yellow LED has three flash rates dunng reset. The LED flashes fast dunng the smoke power down phase of reset. flashes slow dunng the restart phase, and turns on steady for the restoral phase The Reset LED turns off when the system IS normal Pressing Alarm Silence turns off all Notification Appliance CirCUits defined as audible. The yellow LED turns on when Silence IS active via the Alarm Silence sWitch or via alarm silence software timers. Pressing Panel Silence turns off the system's Internal audible signal The yellow LED turns on when panel silence is active The ALS3 panel buzzer has user programmable signal rates for alarm, supervisory, trouble and monitor conditions Page 2 of 4 Pressing Drill turns on the drill LED and all signals sound evacuation Drill does not activate city tie connections Auxiliary relays Will not activate unless programmed to do so with dnll. In the center of the 3-LCD IS the Liquid Crystal Display. In the normal condition the date and time plus a definable system title display on the LCD. The last line of the display gives an alarm history. This total equals the number of times the system has entered the alarm state from the normal state. When active events are on display, the LCD formats Into four logical windows ' S~STEI'l STRTUS lJINOOlJ } CURRENT EVENT lJlNOOlJ } LRST EVENT lJlNOOlJ TYPE STRTUS lJlNOOlJ I I 0002 RLRRI'l RCTIVE LOCRTIO N I'lESSRGE LINE I LOCRTION I'lESSRGE L1NE2 ~ SOOO TOOO 1'l000 In the system status Window, the display shows the time and the status of active and disabled pOints The current event Window, lines 2, 3, 4 automatically display the first active event of the highest priority If the user has not taken control of the system Once the emer- gency user takes control, thiS Window displays user message selections The second line of the display shows system event Infor- mation. In the example above the display shows the chronological number of the event (0001 IS the first alarm) followed by the event type (Alarm Active). ALS3 supports over 45 event type messages from which system deSign- ers choose. The last two lines of the current event window are custom programmable location message lines with space for 42 characters ~ The last event window shows the last highest prlonty event ThiS window IS always displayed and updated automatically by the system. Here the emergency user can monitor the progress of a fire Previous Message Next Siemens BUilding Technologies, Inc When ALS3 IS configured for a local mode system viewing the second alarm message IS easy, Just press the NEXT key The next message scrolls Into the current event window The last highest priority event always remains on view No matter what queue the user selects for viewing, the LCD always displays the most recent alarm A new alarm event resounds the panel audible signal and appears Immediately on display without overwriting Information the user selected for view The final window of the LCD the type status window shows the total number of active events by queue type. A is alarm, S IS supervisory, T IS trouble, and M IS monitor The number following each letter is the number of active events existing In each queue. ALS3 breaks down event types Into queues and automati- cally displays the first event of the highest priority type. j~/ 0: Monitor Trouble Alarm For EN-54 compliance. please see below Priority order IS alarm, supervisory, trouble, monitor By using queues an emergency user does not waste time scrolling through a mixed event list looking for alarms or confusing an alarm message with ~ther message types. ALS3 configures for Remote proprietary system operation where every event must be acknowledged by viewing them before the Internal buzzer will silence. Or the ALS3 will configure for Local operation Here the Internal buzzer silences by pressing panel silence. If any events eXist In queues that have not been viewed the queue LED contin- ues to flash informing the user of un-seen events When all events In a queue are acknowledged or 'seen', the LED associated With the queue turns on steady If a new event is added to the queue, the ALS3 Internal buzzer resounds and the queue LED flashes. ALS3 allows device grouping Into logical group zones. Here two or more alarm devices (such as detectors or pull stations) make up the zone. When a device In the zone activates, the LCD displays the zone deScription Each zone only displays once, regardless of the number of devices active within the zone. n ( ils J To display 'device' Information the user U Deta presses the Details key. The device With the lowest address displays In the first Window. If multiple devices are active each IS available for viewing by using the arrow associated With the PrevIous Message Next key and scrolling through the device list Each message can be up to 256 characters In length. Siemens BUilding Technologies, Inc The common controls easily expand beyond the Main Display Interface by adding a Control Display Module and assigning features to ItS sWitch controls For Maintenance users, the ALS3 provides a smooth operating menu system proViding powerful tools for system management. reports, and trouble shooting Engineers Specification The system shall proVide a user Interface that displays system events In a text format. and supports basIc com- mon control LEOs and sWitches. The Common Control SWitches and LEOs proVided as minimum Will be, Reset sWitch and LED, Alarm Silence sWitch and LED, Panel Silence sWitch and LED, Drill sWitch and LED. It must be possible to add additional common controls as required through the use of modular display units The user inter- face must provide an LCD that will allow custom event messages of up to 42 characters. The Interface must proVide a minimum of 8 lines by 21 characters and proVide the emergency user, hands free Viewing of the first and last highest priority event The last highest priority event must always display and update automatically. Events shall be automatically placed In easy to access queues It shall be possible to view specific event types separately. Having to scroll through a mixed list of event types IS not acceptable The total number of active events by type must be displayed. Visual Indication must be provided of any event type which has not been acknowledged or viewed. It must be possible to customize the designation of all user Interface LEOs and SWitches for local language requirements. It shall be possible to have a custom mes- sage for each device In addition to zone messages. Cus- tom device messages must support a minimum of 42 characters each Instructional text messages support a maximum of 1 ,000 characters each. The display shall be capable of displaYing English, Spanish, French, or Russian messages. EN-54 Compliance In 1998 the British-based Loss Prevention Certification Page 3 of 4 Board (LPCB) certified ALS3 control panels and power supplies as having surpassed the requirements of the pivotal EN-54 standard, parts two and four LPCB Certifi- cate #257c for ALS3 fire alarm control panels marks the first such certification since the stringent EN standards were ratified In 1997. In order to meet these standards, display and control functions have undergone slight modifi- cations for the EN-54 marketplace These differences are highlighted below All other control and annunciation features remain unchanged System Status lEDs o 0 Power Test I3J CPU Fault Disable o G Sounder Power LED (Green): on when DC power is on Test lED (Yellow)' on when any portion of the system (Group) IS under test CPU Fault lED (Yellow): on when CPU stops running (processor failures must be manually reset). Gnd Fault LED: Not available Sounder lED (Yellow): flashing indicates fault on sounder Circuit Steady indicates a disabled sounder Circuit. Disable lED (Yellow): on when any point or zone IS disabled by a user (disabled conditions have priority over fault conditions). Installation and Mounting COD mm COD GJ:D mm GJ:D 0 0 GJ:D mm GJ:D COD mm COD COD mm COD COD mm COD Switch Functions [Reset J ~ rnrnrnrn Pressing Sounder On/Off turns off all sounder circuits defined as audible. The yellow LED turns on when silence IS activated via the Sounder On/Off or via the alarm silence software timers. See Page 2 for descnptlons of Reset, Panel SIlence, and onll functIOns Event Queues ~ Fire Disable Monitor For EN-54 compliance, ALS3 configures for remote propri- etary system operation. This requires that every event must be acknowledged by viewing them before the Internal buzzer will silence The priority order is Fire, Fault Disable, Monitor. Specifications Catalog Number 3-LCD Agency Listings UL, ULC, FM, CE, EN-54 LCD Display Eight lines by 21 characters backlit LCD Mounting Two local rail spaces on top of 3-CPU Common Control Reset sWitch and LED Switches and LEDs Alarm Silence sWitch and LED Panel Silence sWitch and LED Drill SWitch and LED Alarm Current 53mA Standby Current 53mA Ordering Information Catalog Ship Wt. Number Description Ib (kg) 3-LCD Liquid Crystal Display Module 8 (36) 3-LKE UK English Label Kit 25 (11) 3-LKF French Label Kit 25 (11) 3-LKR RUSSian Label Kit 25 (11) 3-LKS Spanish Label Kit 25 (11) .. Information In this document IS based on specifications believed correct at the time of publication The right IS reserved to make changes as deSign Improvements are Introduced APOGEE IS a trademark of Siemens BUilding Technologies. Inc (f) 2000 Siemens BUilding Technologies. Inc Siemens BuildingTechnologies, Inc. Landis DIvIsion 1000 Deerfleld Parkway Buffalo Grove. IL 60089-4513 Printed In the USA (origin) Page 4 of 4 SI EM ENS ALS3 Central Processor Unit Module Model: 3-CPU1, 3-RS485A, 3-RS485B, 3-RS232 The 3-CPU1 IS the Central Processing Unit Module monitoring the status of all modules and providing the link for network communications Although each local rail card contains their own microprocessor, the 3-CPU1 provides all Inter-module communi- cation and has the ability to download rail module operating parameters Upon power up the 3-CPU1 automatically learns all local rail module attributes and locations Site specifiC software IS loaded Into the 3-CPU1 which then downloads data to each local rail module Firmware upgrades are also done from the 3-CPU1 eliminating the need to unplug chips on rail modules Internal rail communications IS accomplished In a broadcast protocol for fast response Mounting must be In the first two local rail spaces Options for the 3-CPU1 Include the addition of an LCD display and User Interface, RS-232 Communication Card, and RS-485 Network Communication Cards Features · 16 bit processor · Up to 1750 history events · RS-485 local rail communications · Multiplexed audiO channels · Network communication RS-485 · RS-232 communication card · Form 'C' contacts for alarm, supervisory and trouble · Low voltage memory write protection Application The 3-CPU1 helps make ALS3 an extremely powerful and fleXible system As a single node, stand-alone system a single 3- CPU 1 controls 1 to 19 local rail modules For larger systems, up to 64 nodes Interconnect on a peer-to-peer multi-priOrity token ring protocol network Document No 152-483P25 Technical Specification Sheet Rev 5, August, 2000 k' @ @ (E @ <S> The 3-CPU1 controls all local panel responses to automatiC, user Initiated, or network reported events As a network node, It IS an equal among peers, there IS no master on the network Multl- priority token ring means that a node With a new alarm has priority on the network ThiS gives exceptional response times over the network, less than 3 seconds Each 3-CPU 1 provides slots at the back for mounting network, and RS-232 cards. Removable terminal blocks on the 3-CPU1 support connection of network and audiO data wIring On board common relays also terminate at the 3-CPU1 terminals To aid In trouble shooting and service, status LEOs monitor local rail, network, RS232 and audiO data communications The Network Communications card mounts to the back of the Central Processor Unit The 3-RS485A card provides a Class A (Style 7) or Class B (Style 4) Circuit for network communications signals and two additional Class A (Style 7) Circuits for the digitized audiO signals The 3-RS4858 card proVides a Class B (Style 4) or Class A (Style 7) Circuit for network communications signals and a second Class B (Style 4) Circuit for the digitized audiO signals Network messages received by the Network Communications card are re-transmltted to the next network node Re-transmlsslon maximizes the wire run lengths between nodes With 64 nodes miles of network length IS possible Fail safe mechanisms built Into the card direct connect the data Input and output ports should the network card or ItS related Central Processor fail The 3-RS232 Communication Card mounts to the back of the 3- CPU1 The 3-RS232 has two optically Isolated RS-232 ports The ports support connection of a printer and/or an external com- mand center Entire network downloading from one location (to all 64 nodes) IS available through the RS-232 card Page 1 of 4 Typical Wiring ai c ~JII 8.~ 0:J .. >;:D o.D Gl 010 0 III c2 1P a: E~ c~ 0 0:::> EE2 '6 >- ~e... !o!::u oU ::I C 0' u:~ c( 0 0-'" 1+- +_1 1+_1 ...: c( .. 0 III ~ III - III Gl_ ZU III ii: III 'la c "" o ~ Gl Z 1+- +-1 '" ~ :JO .~:; Ole... a.U Ec0:::> Qai:2 u... c ' ~o'" ,9. 0.0 Installation and Mounting COMMON SYSTEM RELAYS < 5i :3 :~! <~S ~ '~~ ~ < ~ <.g g <It 5! f!:.5 ~," ffi l~>g : <~:^; ~ Ul ~ Z> ~ v ~ :e <;Jrn.!!. Ui ~ v ~ W ~ " ~ ~ '!i': :;. ~'<<" .~;: ogg~<< ~~'~ 550 o'~,<<}A) d ~<u z U z z u z z, U~Z iiiHlJiiiJiiJi 12345(,16910 0000000000 Connect 10 TB1 on 3-CPUl M:ldule Connect to T82 on 3-CPUl rv'odu\e Notes MaXimum #14 AWG (l.5mm')wlre. minimum #18 AWG [0 75 mm') 2 All shields. If used. must be continuous and Insulated from ground. except at the originating panel. 3 Class A network data requires one pair of wires connecting the lasf node fo the first nOde 4 Class A audio data requires two pairs of wires running In oPPosite directions. originating at the node containing the ASU. Network Audio Riser Class A only 1+-1 o aiD 6J11 0.-5 "'0 152 5~ ~~~ o.U <{ o ' 0 o-C')C') Central Processor L L L L L Unit ,R R iR jR R Module 3-CPU1 ;M M 1M 1M M 0 0 0 0 0 0 0 Page 2 of 4 089 FEMALE (REAR VIEW) (5)COM~ 13, TXD '. ."'"' PORT #2(1solaled) : TO PRINTER OR REMOTE i'2' t "'" , COMMAND SYSTEM. z OR . s l' ~ DB25 FEMALE ~" (REAR VIEW) ~ i: If'' (J) RXO (2)TXD "''' (7) COM 131 RXD 121lXO Siemens BUilding Technologies. Inc Engineering Specification It must be possible to support a single stand alone node or up to 64 nodes communicating on a peer-to-peer multi-priority token ring protocol network Network and digitized audio wIring shall be run In a [choose one Class A (Style 7) or Class B (Style 4)] conflguratlon_ Any node on the network with a new alarm must have priority on the Network Network alarm response from alarm Input to signal activation must be under 3 seconds All field wiring must be to removable terminal blocks Status LEOs 'must be provided for communications of network, RS-232, audio and Internal rail communications Internal node communication speed must be programmable Specifications Ordering Information Catalog Number 3-CPU 1 3-RS485A 3-RS485B 3-R S232 Description Central Processor Unit Module Network Communications Card, Class A (Style 7) One Class A1B network data CIrCUit and one Class B audio data Circuit RS-232 Communication Card Ship Wt. Ib (kg) o 71b (0 32kg) o 331b (0 15kg) .. o 33/b (0 15kg) o 331b (0 15kg) 3-CPU1 UL, ULC, FM, CE, LPCB, EN-54 2 - Left most local rail spaces 18-12 AWG (1 Omm2 to 2 5mm2) 70 mA 80mA Nonbypassable Alarm, Supervisory and Trouble Form 'C' 1A at 30 Vdc RJ45 Jack OOC - 490C (320F - 1200F), 93% at 400C Non-Condensing 3-RS485B 55 55 One Class B (Style 4) or Class A (Style 7) network data Circuit and one Class B (Style 4) audiO data circuit UL, ULC, FM, CE, LPCB UL, ULC, FM, CE, LPCB Back of 3-CPU1 Back of 3-CPU1 OOC - 490C (320F - 120oFl. 93% at 400C Non-Condensing Catalog Number Agency Listings Mounting Terminal Size Standby Current Alarm Current Contact Ratings Data Down Loading Operating Environment Option Cards Catalog number Standby Current Alarm Current 3-RS232 48 48 Communication Ports Two optically Isolated RS-232 Agency Listings Mounting Operating Environment UL,ULC,FM,CE,LPCB Back of 3-CPU 1 3-RS485A 55 55 Three RS-485 Class A (Style 7) Siemens Building Technologies, Inc Page 3 of 4 Information In this document IS based on specifications believed correct at the time of publication The right IS reserved to make changes as design Improvements are Introduced APOGEE IS a trademark of Siemens BUilding Technologies, Inc @ 2000 Siemens Building Technologies, Inc Siemens Building Technologies, Inc. LandiS DIvISion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Printed In the USA (origin) Page 4 of 4 SIEMENS ALS3 Power Supplies Models: 3-PPS/M series, 3-BPS/M series, 3-BBC/M series Description ALS3 Power supplies consist of two assemblies, a high effi- ciency sWitch mode power supply card and a power supply monitor module The monitor module mounts to the local rail and dlstnbutes the power from ItS supply to the local rail The local rail dlstnbutes power from all power supplies to other local rail modules and user Interface cards resulting In "Shared Power" throughout the system By paralleling the power supplies on a rail maximum utilization of available power IS possible, resulting In fewer power supplies Up to four power supplies combine In a single enclosure providing up to 28 amps of available power. Battery backup IS provided uSing from one to four sets of battenes, depending on standby power require- ments Power supplies mount to the back of the chaSSIS units or wallboxes. The associated power supply monitor module mounts on the local rail providing system power dlstnbutlon and mounting space for any control display module Access to auxIliary power IS via easily accessible terminal blocks located on the power supply monitor module Each power supply produces 7 Amps of filtered and regulated power With four 'power supplies located In an enclosure (one pnmary and three booster power supplies) 28 amps of current IS available for local rail modules, control display modules and the eight auxiliary 3 5 amp power outputs (two per supply) Features · High effiCiency sWitch mode . Increased power distribution effiCiency - power supplies parallel allOWing up to 28 amps In a single node · 120 or 230 Vac operation · 7 AMP filtered and regulated · Two 3 5 AMP outputs . Temperature compensated, dual rated battery charger . Electronic power limiting · Automatic load testing of battenes Document No 152-480P25 Technical Specification Sheet Rev 7, March, 2004 JI Power Supply Application The pnmary power supply provides the system with battery charging and voltage regulation Software configures the charger to either 10-24 AH battenes or 30-65 AH battenes and controls the high/low charge rates Battenes mounted In the same enclosure as the power supply, have their charge rate monitored and adjusted based on the local enclosure tempera- ture, keeping charging rates within battery specification For remote battenes a temperature probe IS monitored In the remote battery cabinet and charge rates are adjusted automati- cally Battery damage IS unlikely to occur when enVIronmental short term conditions are outside of normal operating ranges The ALS3 power supplies automatically load test battenes by shutting down the battery charger and plaCing a load across the battery If the battery voltage IS outside the specification range the power supply reports a trouble The trouble clears If the battery IS able to recover and pass future load tests Battery leads are electronically short circuit protected If a short occurs In the battery leads the charger automatically disables Itself and causes a trouble The system Will constantly look to see If the short has cleared If the short clears the system automatically restores Dunng operation on standby battenes, battery voltage is constantly monitored A trouble IS reported If the battery voltage falls below a specified value ALS3 power supplies provide specific information back to the 3- CPU(l} designed to help speed trouble shooting of system functions Should a power supply detect a fault, specific diagnostic codes are available to speed trouble shooting The 3- LCD Will display the power supplies address, a specific trouble code, and a text message descnblng the specific trouble Text messages are easy to understand and Include Items like Battery Trouble, Aux Power Overload Circuit 1, Aux Power Overload CirCUit 2 Page 1 of 4 Typical Wiring Utility Power Primary Power Supply [1] Booster Power Supply [2J Pnmary Power Supply --+ MOnitor Module Booster Power Supply Monitor Module AUXIliary Power Takeoff 2 X 3 5A AUXIliary Power Takeoff 2 X 3 5A AUXIliary Power Takeoff 2 X 3.5A [1J From battery temperature probe terminals [2J From battery and trom temperature probe terminals It 3-BTSEN-E used . Nominal Voltage Power Supply Rules Each battery set needs one charger, either a 3-PPS/M or a 3-BBC/M 2. Each power supplymust be connected to a battery set uSing an Identical length and gauge of wire to keep voltage drops Identical. 3 Dlstnbute power supplies and loads evenly across rails 4. All battery sets for a panel must be the same capacity (AH), same manufacturer, and same manufacturing date code. The Table below Illustrates the combinations of power supplies and battenes that meet all the power supply rules 24 VDC Power Supply Output Current 7A 14A 21A 28A Two Identical Three Four Identical Battery One Set, One Set, Sets. One Set. Identical One Set, Sets. Requirement 65 AH max 65 AH max 65 AH max 65 AH max Sets. 65 AH max 65 AH max 65 AH max Required 1 3-PPS/M 1 3-PPS/M 1 3-PPS/M 1 3-PPS/M 1 3-PPS/M 1 3-PPS/M 1 3-PPS/M Modules 1 3-BPS/M 1 3-BBC/M 2 3-BPS/M 2 3-BBC/M 33-BPS/M 3 3-BBC/M Engineering Specification The fire alarm power supplies must be capable of being paralleled and to load share Multiple power supplies must be capable of being backed up with a Single 24 volt battery set Each power supply shall be capable of charging up to 65 AH battenes The power supply must be able to perform an automatic load test of battenes and return a trouble If the battenes fall outside a predetermined range Power supplies must Incorporate the ability to adjust the charge rate of batter- ies based on ambient temperatures It shall be possible to adjust for ambient temperature changes In local cabinets as well as remote cabinets Page 2 of 4 Siemens BUilding Technologies, I nc Specifications Catalog Number Agency Approvals Input Voltage Brownout level Input Current Total Output Current 3-PPS/M & 3-BBC/M 3-BPS/M 3-BPSlM-230-E 120 Vac, 50-60 Hz < or = 102 Vac 20A Battery Charging Capacity 65AH Sealed lead-Acid None low Battery Trouble Deep Discharge Cutoff Mounting Requirements 3-PPS/M-230 & 3-BBClM-230 Ul, UlC, FM 3-PPS/M-230-E & 3-BBC/M-230-E EN-54, lPCB, CE 230 Vac, 50Hz <or=195Vac 3-BPS/M-230 1.0A None 30AH Sealed lead-Acid 225 Vdc 20.0 Vdc 1 lRM Space + 3-PPS: 2 footprints 3-BBC: 1 footprint None One lRM space, One chassis footprint One lRM space, One chassis footprint Output Voltage Auxiliary Output Current Auxiliary Output Terminal Capacity Output Protection Ground Fault Detection 24 Vdc Nominal Two sources of 3.5Amps each taken from total output current 18 AWG to 12 AWG (1mm2 to 2.5 mm2) Electronic power limiting & heat sink temperature 10KOhm Ordering Information Catalog Ship Wt. Number Description lb. (kg) 3-PPS/M Primary Power Supply wI local rail 5 (2 3) ~ module 120V 50/60 Hz 3-BPS/M Booster Power Supply wI local rail 5 (2 3) module 120V 50/60 Hz 3-PPS/M-230 Primary Power Supply wI local rail 5 (2 3) module 230V 50/60 Hz 3-BPS/M-230 Booster Power Supply wI local rail 5 (2 3) module 230V 50/60 Hz 3-PPS/M-230-E Primary Power Supply wllocal rail 5 (2 3) module 230V 50 Hz, EN-54 Certified. CE 3-BPS/M-230-E Booster Power Supply w/local rail 5 (2 3) .. module 230V 50 Hz, EN-54 Certified. CE 3-BBC/M Booster/Charger Supply wllocal rail 5 (2 3) module 120V 50/60Hz 3-BBC/M-230 Booster/Charger Supply w/local rail 5 (2 3) module 230V SO/60Hz Booster/Charger Supply wllocal rail 3-BBC/M-230-E module, 230V 50/60Hz. 5 (2 3) EN-54 Certified. CE Booster/Charger Monitor Module 3-BBCMON(E) With charger capability (upgrade 5 (2 3) 3-BPS/M(-230)(-E) to 3-BBC/M-(230)(-E)) 3-BTSEN Distribution Module required when 5 (22) battery Installed In remote cabinet .. Distribution and Temperature Sensor .. 3-BTSEN-E Module ReqUired In EN-54 Markets when 5 (22) battery mstalled In a remote cab met Installation and Mounting Power Distribution Module (EN-54 only) Siemens BUilding Technologies. Inc Page 3 of 4 Information In this document IS based on specifications believed correct at the time of publication The right IS reserved to make changes as design Improvements are Introduced APOGEE IS a trademark of Siemens BUilding Technologies. [nc @ 2004 Siemens BUilding Technologies. Inc Siemens Building Technologies. Inc. BUilding Automation DIVIsion 1000 Deerfleld Parkway Buffalo Grove. IL 60089-4513 Printed In the USA (origin) Page 4 of 4 SIEMENS Technical Specification Sheet Rev. 3, March, 2001 Jr Signature Driver Controllers Models: 3-SSDC, 3-SDDC, 3-SDC The 3-SSDC and 3-SDDC Signature Dnver Controller mod- ules provide an intelligent Interface between the 3-CPU(1) module and Signature Senes devices Each module contains Its own microprocessor used to coordinate, process and Interpret information received from and sent to Signature deVices Power and communications IS received directly from the control panel rail assembly The 3-SSDC Single Signature Dnver Controller module supports one Signature Data circuit, while the 3-SDDC Signature Dual Driver Control- ler module supports two signature Circuits Both modules occupy one rail space In the fire alarm control cabinet and provide removable field wlnng terminals to au;] installation Innovative deSign gives the 3-SSDC/3-SDDC and Signature deVices truly "dlstnbuted Intelligence" Signature detectors and modules have their own on-board microprocessor communicating With the loop controller In a fully digital communication format This Increases the accuracy of the information coming to and from the loop controller by redUCing the effects of capacitance and nOise. With decentralized Intelligence much of the deCISion making moves from the loop controller to the deVices Advanced fire detection algorithms processed Within the Signature deVices effectively end unwanted alarms. EnVironmental compensa- tion, multiple sensing element deCISion making, and stand alone mode operations are reSident In the deVices Intelligent devJces allow the Signature Controllers to execute communica- tion and system functions With greater speed and low baud rates, Increasing the accuracy of Information transmitted between the loop controller and deVices To enhance survivability of the system the 3-SSDC/3-SDDC supports a standalone mode for Signature deVices Two catastrophic failure modes are supported If the 3-CPU( 1) fails the loop controller will continue to poll ItS deVices If an alarm IS detected It Will be sent on the local rail communica- tion bus and received by other modules A common alarm condition throughout the panel will result If the local rail module (3-SSDC/3-SDDC) fails, and a deVice (smoke or module) detects an alarm, speCialized circuitry Will make the Document No 152-477P25 node aware of the alarm condition The 3-CPU(1) Will communicate the alarm condition to the rest of the network HaVing multiple redundant modes IS paramount In a life safety system CE A @ @ Features · One or two circuit versions . Dedicated microprocessor control · Full digital commUnication · Specialized communication protocol - Less senSitive to cable charactenstlcs - Utilize eXisting wlnng In most applications · Loop alarm In under 750 milliseconds · DeVice location superVISion - Unexpected additional deVice addresses - MISSing deVice addresses - SWitched deVice locations - Programmed deVice parameters . Automatic nonvolatile as-bUilt mapping - Stores "actual" and "expected" deVice data - Stores phYSical connection sequence Including "1" taps · Automatic day/night sensitivity · Supports up to 250 Intelligent Signature detectors and 250 Intelligent Signature Modules · Up to five 3-SDDCs per node · Removable field wlnng terminal blocks · Multiple survival modes - stand alone · Ground fault detection by loop and by Signature Module CirCUit · Automatic electronic deVice addreSSing Page 1 of 4 Application Up to 125 detectors and 125 modules are supported over a single pair of wires by the 3-SDC Signature Cards that plug Into the Signature controller modules Both Class A wIring (style 6 or style 7) and Class B (style 4) wIring are sup- ported loop distances over 11,000 feet (3300m) are possible The 3-SSDC and 3-SDDC use advanced communication formats that provide exceptional response USing a "BROADCAST POll" the loop controller checks the entire device Circuit for any changes of state Should one or more devices report a change the 3-SSDC/3-SDDC uses "DIRECT ADDRESS SEARCH" to find reporting devlce(s) Devices that have entered the alarm state or become active are located nearly Instantaneously The unique use of "BROADCAST POLLING" combined with "DIRECT ADDRESS SEARCH" ensures that only new Information IS transmitted allowing a reduced baud rate with fast response time The low baud rate IS Ideal for retrofit applications since In most applications eXisting wIring can be used Every time the 3-SSDC/3-SDDC communicates with a detector the green lED on the detector flashes Normal green lED activity IS not disturbing to building occupants, but can be qUickly spotted by a maintenance technician The RED lED on the detector turns on only In the alarm condition The 3-SSDC/3-SDDC also supervises the device WIring, physical location of each device and the programmed device characteristics This Signature Series unique characteristic IS accomplished by "MAPPING" the Signature Circuit and committing the map to memory Upon power up the loop controller Will scan device serial numbers and map their physical location sequence on the loop, Including "T" taps. After mapping is complete the controller automatically addresses each detector and module through downloading over the loop There are no sWitches or dials to set Each device IS assigned a unique soft address generated by the site specific program The 3-SSDC/3-SDDC then compares the "Actual" physical device data to the" Expected" site specific program data If any correlations are different the loop controller Issues a trouble to the CPU IdentifYing the devices which do not match and posting a map fault Through the 3-CPU(1 )'s RS- 232 port a graphical map of the loop can be uploaded depict- Ing each devices location on the loop, Including branches (T- Taps) and all of the physical attributes associated with the device This diagnostic information IS unparalleled In the fire detection Industry and vital for keeping accurate records on how the system was Installed DUring installation a common problem with analogi addressable systems IS locating ground faults The 3-SSDC Page 2 of 4 and 3-SDDC controllers have the unique ability to locate ground faults by specific module, which IS most ground fault conditIOns eXist Another significant advantage of the 3- SSDC/3-SDDC controllers dUring commissioning IS elec- tronic addreSSing and mapping This eliminates duplicate addresses, which are also very difficult for most systems to locate DUring maintenance, should groups of detector heads be removed for service and returned Into the wrong smoke detector base (location). the 3-SSDC/3-SSDC will automati- cally detect the problem If the attributes of the sWitched deVices are the same the system Will automatically download new soft addresses to the deVices (maintaining location supervISion) If the attributes are not the same the 3-SSDC/3-SDDC Will send a map fault Indication to the 3-CPU(1) and post a trouble indicating the specific deVices In fault The 3-SSDC/3-SDDC also monitors the Signature Series deVices for maintenance and trouble conditions Each smoke detector contains intelligence to adjust with environmental changes This expands the amount of time required between cleaning while maintaining a constant alarm threshold As the detector begins to exhaust the environmental compensa- tion the 3-SSDC/3-SDDC will Indicate a maintenance or dirty condition to the 3-CPU(1) and indicate the specific deVice reqUIring cleaning If cleaning IS not performed the detector will continue to operate until all of its environmental com- pensation IS utilized At this pOint the 3-SSDC/3-SDDC sends a very dirty command to the 3-CPU(1) and posts a trouble condition If maintenance IS stili not performed the Signature detector Will automatically remove Itself from service once the programmed threshold Window has been breached (preventing a false alarm) Engineering Specification The commUnication format between the control panel and analog deVices sh.all be 100% digital loop alarm recognition must be Within 750 milliseconds of a deVice gOing Into the alarm state, With system response time no greater than 3 seconds It must be possible to wire the Circuit as Class A or Class B With non-shielded, non-twisted wire It must be possible to wire branches (T-taps) With Class B wIring The driver controller must be manufactured In accordance With ISO 9001 standards The system must have tolerance to multiple failures There must be a standalone mode of operation that will ensure the system IS aware of alarms even If the local rail or main CPU fails Siemens BUilding Technologies, Inc Specifications (Signature Circuits) Charts assume wire and devices are evenly distributed over length of Circuit Non-twisted, non shielded wire #of #14 AWG #16 AWG #18 AWG # of Module (20pflfoot) (20pf/foot) (20pf/foot) Device type Detectors Addresses (2.530hml1000ft) (4.02 Ohm11000ft) (6.38 Ohml1000ft) Detectors only 125 0 14,752 feet 9,275 feet 5,839 feet (4,497 meters) (2.827 meters) (1.780 meters) Modules only 0 125 12,599 feet 7.921 feet 4.986 feet (3.840 meters) (2,414 meters) (1.520 meters) Detectors and Modules 125 125 5,738 feet 3,608 feet 2,271 feet (1.749 meters) (1.100 meters) (692 meters) Detectors and Modules 63 55 + 7.623 feet 4,793 feet 3,017 feet with 2-wlre smokes 9 SIGA-UM (2,324 meters) (1,461 meters) (920 meters) Modules 0 107 + 3,798 feet 2,388 feet 1,503 feet with 2-wlre smokes 9 SIGA-UM (1,158 meters) (728 meters) (458 meters) Twisted pair non shielded wire #14AWG 1.5mm2 #16 AWG 1.0mm2 #18 AWG #of (38pf/foot) (36pflfoot) (36pflfoot) (25pf/foot) (25pf/foot) #of Module (2.53 (3.75 (4.02 (5.51 (6.38 Device Type Detectors Addresses Ohml100Oft) Ohml100Oft} Ohm/100Oft) Ohm/100Oft} Ohml100Oft} Detectors only 125 0 13,157 feet 9,933 feet 9,275 feet 6,760 feet 5,839 feet (4,010 m) (3,028 m) (2,827 m) (2,061 m) (1,780 m) Modules Only 0 125 12,599 feet 8,483 feet 7,921 feet 5,774 feet 4,986 feet (3,840 m) (2,586 m) (2,414 m) (1,760 m) (1,520 m) Detectors & Modules 125 125 5,738 feet 3,864 feet 3,608 feet 2,630 feet 2,271 feet (1,749 m) (l,178m) (1,100 m) (802 m) (692 m) Detectors and modules with 63 55 + 7,623 feet 5,133 feet 4,793 feet 3,494 feet 3,017 feet 2-wlre smokes 9 SIGA-UM (2,324 m) (1,565 m) (1,461 m) (1,065 m) (920 m) Modules with 2-wlre smokes 0 107 + 3,798 feet 2,558 feet 2,388 feet 1,741 feet 1,503 feet 9 SIGA-UM (l,158m) (780m) (728 m) (531 m) (458 m) Twisted pair shielded wire # of #14 AWG #16 AWG #18 AWG #of Module (84pflfoot) (82pflfoot) (58pflfoot) Device Type Detectors Addresses (2.53 Ohml1,OOOft) (4.02 Ohml1,OOOft) (6.38 Ohml1,OOOft) Detectors only 125 0 5,952 feet 6,098 feet 5,839 feet (1,814 meters) (1,859 meters) (1,780 meters) Modules Only 0 125 5,952 feet 6,098 feet 4,986 feet (1,814 meters) (1,859 meters) (1,520 meters) Detectors & Modules 125 125 5,738 feet 3,608 feet 2,271 feet (1,749 meters) (1,100 meters) (692 meters) Detectors and modules with 63 55 + 5,952 feet 4,793 feet 3,017 feet 2-wlre smokes 9 SIGA-UM (1,814 meters) (1 ,461 meters) (920 meters) Modules with 2-wlre smokes 0 107 + 2,558 feet 2,388 feet 1 ,503 feet 9 SIGA-UM (780 meters) (728 meters) (458 meters) Ordering Information Catalog Number 3-SSDC 3-SDDC 3-SDC RFKl Description Single Signature Dnver Controller Comes with one 3-SDC Device Card Mounts to Local Rail Dual Signature Dnver Controller Comes with two 3-SDCs Mounts to Local Rad Signature Device Card - upgrades a 3-SSDC to a 3-SDDC Fernte Clamp Kit reqUired for EN-54 compliance Shipping Wt. - Ib (kg) 5 (23) 5 (23) 25 ( 11) 25 (11) Siemens BUilding Technologies, Inc Page 3 of 4 Specifications ~ Catalog Number Installation Agency Listings 3-SSDC 1 LRM Space UL, ULC,FM,CE, LPCB,EN54 1 Addressable circuit (3-SDC Card) expandable to 2 CircUits Standby 158mA Alarm 177mA 24 Vdc, Nominal Automatic 125 per 3-SDC Card 125 Module Addresses per 3-SDC Card 1 OOmA per 3-SDC Card (not Included In "Operating Current" above 150 of 1 OOIJA type per Circuit 20 VDC +/- 5% 79 Ohms o 5IJF 100% Digital Class A or Class B Removable plug-In terminal stnp(s) on module 18 to 14 AWG (0 75 to 1 5 mm2) 320F (OOC) to 1200F (490C) 93% RH, non-condensmg 3-SDDC 1 LRM Space UL, ULC Module Configuration 2 Addressable Circuits (3-SDC Cards) Operating Current Standby 242mA Alarm 261 mA Operatmg Voltage Address Requirements Detectors Supported Modules Supported 2-Wlre Smoke Power Output Conventional detectors supported Signature CirCUit Voltage Maximum Signature CirCUit Resistance Maximum Signature CirCUit Capacitance Communications Format Circuit Wlnng Styles Termination Maximum Wire Size Operating Environment Typical Wiring /;' Maximum #12 AWG (1 5 mm') Wire, ill minimum #18 AWG (0 75 mm') 2 All wlnng supervised and power limited Shields (If used) must be continuous and free from Earth Ground Class A wlnng Class B wlnng To Universal Module or MAS module when 2-Wlre smokes are powered from the module &, Class B Configuration Shown (Typical) 3-S0DC SIGNATURE DUAL DRIVER CONTROLLER MODULE Wiring Notes To T82 on 3-SDDC Module .& & & &. &.& Information In this document IS based on speCifications believed correct at the time of publication The nght IS reserved to make changes as design improvements are Introduced APOGEE is a trademark of Siemens BUilding Technologies, Inc @ 2001 Siemens BUilding Technologies, Inc Siemens Building Technologies, Inc. Landis DIvIsion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Pnnted In the USA (ongln) Page 4 of 4 SIEMENS RemoteAnnunciators Model: 3-ANNCPU3, 3-LCDANN, 3-6ANN, 3-10ANN,3-EVXXX The ALS3 system supports a full range of annunciator options Annunciator cabinets are constructed from 16 gauge cold rolled steel. The gray textured enamel finish of the annunciators complements any decor Both surface and semi-flush mounting cabinet configurations maximize mounting fleXibility and esthetiC appeal Cabinet arrange- ments allow both Light Emitting Diode and LiqUid Crystal Display annunciation to easily combine In a single enclo- sure. Slide In labeling for LEDs and SWitches prOVides deSignation fleXibility for labeling In local languages For Graphic annunciation ALS3 offers LED driver boards perfectly SUited to operate In most graphic annunciators Features · LCD annunciator has 168 character display - Displays Information Important to the user first - First and last alarm display hands free · LCD uses queues to sort events · Vanety of wallbox configurations - Size the annunciator to the application · Programmable LED flash rates · Slide In labels - Makes customlzatlon for regional language easy · Full line of driver boards for graphic annunciators Application Use ALS3 remote annunciators when a compact system status display IS needed AnnunCiator configurations Include LCD only display, LED only displays or combina- tion LED and LCD display In a Single enclosure. Document No 152-488P25 Technical SpeCification Sheet Rev 4, November, 2004 ~ fiT.'\t @) " , CE The LCD display uses the 3-LCD LiqUid Crystal Display module. The 3-LCD has eight lines of 21 characters on ItS LCD display prOViding the room needed to convey emer- gency information In a useful format The LCD display uses the 3-LCD LiqUid crystal display module The 3-LCD has a 128 X 64 graphical display tYPI- cally iJsed to display eight lines of 21 characters on ItS LCD display prOViding the room needed to convey emergency information In a useful format For LED display, the full line of ALS3 Control/Display Mod- ules support event display. Control/Display modules Install over any annunciator support module maximizing annunciator deSign fleXibility A Lamptest feature can program to any spare control SWitch. If a 3-LCD display IS Installed In the annunCiator, Simply operate the Alarm Silence and Trouble Silence SWitches Simultaneously to lamptest all LEDs ~. ~ ~ ~ ~ ~ ~. Label / Annunciator Support Module Page 1 of 4 Engineering Specification The Life Safety system shall Incorporate annunciation of Alarm, Supervisory, Trouble and Monitor operations Annunciation must be through the use of both LED display stripS complete with a means to custom label each LED as to ItS function Where applicable control sWitches must be provided SWitches with LEOs must provide positive feed back to the operator of remote equipment status An LCD display with basIc common control LEOs and sWitches shall be provided The Common Control SWitches and LEOs provided as minimum will be Reset sWitch and LED, Alarm Silence sWitch and LED, Panel Silence sWitch and LED, Drill sWitch and LED It must be possible to add additional common controls as required through the use of Wallbox Installation and Mounting Semi-Flush Mounting 612- lot- (15 54 em)-+I ~ RLCM/B 14-- 1448' (36 78 em) ---?I I (6 ~~~'mJ 069 "" ,,:, < <<< - (18cm) _161'(40gem) -----+l ii'" i r'?A .:;W="j" NAAA ,i f '';'/~,'' ~ ",,'~%,.&i< t " f; *~W U') ,,~ 6ANN ~ ""~_w ?Jjj"~ 0*0' L I 275' ir&, $ hi : ;y;vn, '.... :;/!;:- ^ '.t;:. ^ (699 em) , "~ *,1 ^> Y..,.. -<. ,,-~4.,-,- ~<:"o ..... _ 069 ~ ~v b,' " (18Cfl'1) It 2547' 164 7 em) " , ~[" . ~, :f0t ,:0 i <@ f II - ~"4 E .' E (3) ~ ~i$ ~ <<;~ ~ ',,?- ~~ ~ :;0 ~ N 1q' " ^ <-^ > 1::'~- < ',~ "- , v~ 1 DAN NIB Page 2 of 4 modular display I control units The LCD Interface must provide the ability to display custom event messages of up to 42 characters The LCD must provide the emergency user, hands free viewing of the first and last highest priority event. The last highest priority event must always display and update automatically. System events must automatically be placed In queues. It shall be possible to view specific event types separately. HaVing to scroll through a mixed list of events types IS not acceptable. The total number of active events by type must be displayed. It must be possible to customize the deSig- nations of all user Interface LEOs and sWitches for local language, reqUirements It must be possible to route system event messages to specific annunciator locations Surface Mounting 6ANN/B-S ,!, (871 em) ! I. *,~'- ~ 254r(647C~~" "0<~X, ~I " ]'~w. " "m"r' ',\<AAA*9l' i J' . . l' n%.J'b n . "I't:. E . 10ANN It~ ~ ~ ~ ; " " 1 -" ~f",> S ~ ffc; f b ~ fdA;" ~, i~: v :~^:_':~, , 1DANN/B-S Siemens Budding Technologies. Inc Specification Catalog Number Agency Listings Mounting Space Communication Format Current @ 24 Vdc Standby Alarm WIring Termination WIring Size Max Wire Distance ~ 3-ANNCPU3 Two Spaces RS-485 120mA 140 mA Plug In terminal strip TWisted Pair 18-14 AWG (0.75-1.5 mm2) 5000 ft (1524m) between any three panels 3-ANNSM 3-LCD UL, ULC, FM, CE, and complies to EN54 Part 2 and 4 One Space Mounts over 3-ANNCPU N/A N/A 10mA 10mA N/A N/A 38mA 38 mA N/A N/A N/A N/A Relative Humidity Temperature Rating Wiring Styles 93% non condensing at 900 F (320 C) 0-490 C (32 - 1200 F) Class A or Class B Note For a complete list of ALS3 annunciator display and control modules please refer to technical specification sheet part number 152-482P25 Typical Wiring Rear view 3-ANNCPU3 Field Wiring 3-6ANN Shown Ground Lead Graphic Annunciator Field Wiring & RS-485 NETWORK DATA TO NEXT PANEL 24VOC TO NEXT POWER MODULE <( llJ '" '" a:: a:: o 0 ~ ~ ~~~~~ +_ +_(1) +- +_ ii~ilJiilJlJ Siemens Buildrng Technologies, Inc To Backbox RS-485 NETWORK DATA FROM PREVIOUS PANEL 24VDC FROM 3.PPS/M OR 3-BPS/M POWER RISER &.. NOTES 1 All wIring except earth grourld supervised and power limited 2 24 VDC available from Primary or Booster Power supply 3 Uses RS-485 Network commUnication format 4 Network wiring TWisted Pair & Power limited CirCUIt GraphiC AnnunCiator Wire Specifications Network Data Communications. RS485 Format MInimum TWisted Pair MaXimum CirCUit ReSistance MaXimum Circuit Capacitance MaXimum Distance between any 3 panels 18 AWG (075 mm2) 90 Ohms o 3 ~F 5,000 ft (1,524 m) Capacitance, entire network MaXimum Accumulative Capacitance Wire Size 18AWG 16AWG 14AWG 38.4K Baud 1 4 ~F 1 8 ~F 2 1 ~F 19.2K Baud 2 8 ~F 3 6 ~F 4 2 ~F Distance limits are determined uSing the maximum allowable circuit resistance and capacitance, and manufacturer's cable specifications Power Riser Calculate wire size for a maximum 3 4 Vdc total line loss from the 24 Vdc nominal voltage Page 3 of 4 Ordering Information Catalog Number 3-LCDANN-LG 3-LCDANN-E Shipping Wt. Ib (kg) 38117) Description Remote LCD Command Module Annunciator - Comes with CPU, LCD display and doors Order wall box separately Remote LCD Command Module Annunciator - Comes with CPU, LCD display and doors Order wall box separately EN-54 certified only, CE 38117) 3-6ANN-LG SIX Position Base Annunciator - Comes with two 3 . ANNSM annunciator support modules, a CPU, and doors. Order Display/Control modules, additional support modules & walibox separately. 6 28 12 851 3-6ANN-E SIX Position Base Annunciator. Comes with two 3 . ANNSM annunciator support modules, a CPU, and doors Order Display/Control modules, additIOnal support modules and walibox separately. EN-54 certified only, CEo 6 28 12 85) 3-10ANN-LG 3-10ANN-E 3-ANNCPUl 3-ANNSM 3-LCD 3-ANNBF 3-24R 3-24Y 3-24G 3-12SR 3-12SY 3-125G 3-12RY 3-12/51 GY 3-12/S1 RY 3-12/S2Y 3-6/3S1 G2Y 3-6/3S 1 GYR 3-EVDVR 3-EVOVRA 3-EVPWR 3-EVPWRA 3-EVDVRX 10 Posltion,Base Annunciator - Includes two 3 - ANNSM annunciator support modules, a CPU, and doors. Order Display/Control modules, additional support modules and walibox separately. 10 Position Base Annunciator - Comes with two 3 - ANNSM annunciator support modules, a CPU, and doors. Order Display/Control modules, additional support modules and walibox separately. EN-54 certified only, CE AnnunCiator CPU AnnunCiator Support Module LiqUid Crystal Display Module Blank Filler Plate 24 Red LED Display Module 24 Yellow LED Display Module 24 Green LED Display Module 12 SWitches with 12 Red LED Display/Control Module 12 SWitches with 12 Yellow LED Display/Control Module 12 SWitches with 12 Green LED Display/Control Module 12 Red LED and 12 Yellow LED Display Module 12 SWitches with one Green and one Yellow LED per SWitch Display/Control Module 12 SWitches with one Red and one Yellow LED per SWitch Display/Control Module 12 SWitches with two Yellow LEDs per SWitch Display/Control Module 6 groups of 3 SWitches Each SWitch with one LED LEDs provided Green, Yellow. Yellow 6 groups of 3 SWitches Each SWitch with one LED LEDs prOVided Green, Yellow, Red LED/SWITCH Dnver Module. For ALS Graphics LED/SWITCH Dnver Module Assembly for 3rd Party Graphics Power Supply for ALS Graphics Power Supply Assembly clw 19" rail mounting chaSSIS assembly - Space for one 3-ANNCPUl for 3rd Party Graphics PlastiC mounting extrusion 19" mounting - Space for up to three 3-EVDVRA modules 1051481 ~ 105 (48) 1 145) 45 (2) 8 (36) 5 (22) 35 ( 12) 35 ( 12) 35 ( 12) 35 ( 12) 35112) 35 (12) 35 (12) 35 ( 12) 35 ( 12) 35 ( 12) 35 ( 12) 35 (12) 35 (12) 35 (12) 5 (22) 25(1 2) 35 ( 12) Enclosure Ordering Information Catalog Number RLCM/B RLCM/B-S 3-RLCM/D 6ANN/B 6ANN/B-S 10ANN/B 10ANN/B-S Description Remote Command module flush mount LCD walibox Remote Command module surface mount LCD wallbox Inner & outer doors for RLCM/B(-S) SIX position LED/LCD flush mount walibox SIX position LED/LCD surface mount wall box Ten position LED/LCD flush mount wallbox Ten position LED/LCD surface mount wallbox Shipping Wt. Ib (kg) 25 (1 2) 25 (12) 2 (9) 6 (2 7) 6 (2 7) 6 (2 7) 6 (2 7) Information In thiS document IS based on speCifications believed correct at the time of publication The nght IS reserved to make changes as deSign Improvements are Introduced @ 2004 Siemens Building Technologies, Inc Siemens Building Technologies, Inc. Building Automation DIVIsion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Pnnted In the USA (ongln) Page 4 of 4 SIEMENS Remote Booster Power Supplies Models: BPS6 and BPS10 The Remote Booster Power Supply IS a self-contained 24 Vdc power supply designed to augment fire alarm audible and visual power requirements The booster contains all of the necessary Circuits to monitor and charge batteries, control and supervise four Class B or two Class A NAC CircUIts and monitor two controlling Inputs from external sources Simple sWitch selection provides a wide variety of operational configurations Each remote booster power supply IS supplied with ItS own enclosure providing ample space for additional Interface modules and battery compartment The Remote Booster Power Supply IS available In either a 6 5 or 10 amp version @ 24 Vdc Features . Extends power available to Notification Appliance Circuits (NACs) · Available In 10 amp and 6 5 amp versions . Includes four Independent 3 amp NACs - two conflgurable as aUXiliary outputs . Conflgurable signal rates · Field selectable Input-to-output correlation · Two Inputs allow activation by Signature Series modules or eXisting NACs · NACs configure for either four Class B or two Class A circuits · 110 Vac and 220 Vac versions · On-board status LEOs for easy recognition of wIring faults Document No 152-551 P25 Technical Specification Sheet Rev 6, Apnl 2003 Je' <8> :'--~: @ @ Application The Remote Booster Power Supply provides additional power for audible and visual deVices when constrained by system capacity or site application Fault conditions detecteo by the BPS Will open the main panel's NAC ThiS initiates a trouble condition and eliminates the need to wire a separate trouble contact back to the control panel DUring alarm condition, detected faults are overndden and the main panel's default configuration IS continuous 24 Vdc on all NACs tYPically used to drive visual deVices. The BPS's default output configuration IS continuous 24 Vdc on all NACs ThiS output IS tYPically used to drive visual deVices BPS notification appliance Circuits eaSily configure for anyone of three Signaling rates 120 SPM, 3-3-3 temporal, or, continuous ThiS makes the BPS Ideal for applications requiring Signaling rates not available from the main panel It also allows Independ- ent setup of a notification appliance circuit Without Interfering With the main panel and ItS initiating circuits In addition to the three generated Signal rates, the BPS can also be configured to follow the Signal rate of the main panel's notification appliance CirCUit ThiS allows seamless expansion of eXisting NACs The BPS Includes seven on-board LED Indicators one for each reSident NAC, one for battery supervision, one for ground fault, and, one for ac power The trouble contact has a sixteen second delay when an ac power failure or brownout condition IS de- tected ThiS reduces the reporting of troubles dUring short duration ac brownouts NAC configuration options Include ac power fall delay (16 seconds or 6 hours). sensing Input to NAC output correlations, and, auxiliary outputs NAC 3 and 4 are conflgurable as aUXiliary outputs Auxiliary outputs can be always on, or off after 30 seconds Without ac power. Jumpers configure the BPS for Class A or Class B wIring Page 1 of 4 Ordering Information Catalog Number BPS6 BPS6220 BPS6C BPS10 BPS10220 BPS10C Related Equipment 12V6A5 12V10A 260006 Description 65 Amp Booster Power Supply 6 5 Amp Booster Power Supply (220V) 65 Amp Booster Power Supply (ULC Version) 10 Amp Booster Power Supply 10 Amp Booster Power Supply (220V) 10 Amp Booster Power Supply (ULC Version) Ship Wt. - Ib (kg) 13 (59) 13 (59) 13 (59) 13 (59) 13 (59) 13 (59) 65 Amp Hour Battery, two required 10 Amp Hour Battery, two reqUIred UL Listed Fuse Holder c/w 4 Amp Fuse 3 4 (1 6) 95(43) Specifications I Catalog Number AC Line Voltage 6.5 amp Booster 120VAC or 220-240VAC 50/60Hz 250 watts 3 OA max per CIrCUIt @ 24Vdc nominal 6 5A max total all NACs Two conflgurable outputs replace NACs 3 and/or 4 NAC 3 and/or 4 are conflgurable as auxiliary outputs 3mA @ 12Vdc, 6mA @ 24Vdc 70mA 10 amp Booster 120V AC or 220-240V AC 50/60Hz 375 watts 3 OA max per Circuit @ 24Vdc nominal 10A max total all NACs Notification Appliance Power Auxiliary Outputs Input Current (from an existing NAC) Booster Internal Supervisory Current Signature Mounting Space Maximum Battery Size Terminal Wire Gauge Relative Humidity Temperature Rating NAC Wiring Styles Output Signal Rates Agency Listings Accomodates three two-gang modules 10 Amp Hours (2 of 12V1 OAl 18-12 AWG o to 93% non condensing 320 to 1200F (00 to 490C) Class A or Class B Continuous, 120 SPM, 3-3-3 temporal, or follow Installed panel's NAC UL, CSFM, ULC, FM Engineering Specification Supply where needed BPS senes Booster Power Supplies as an extension of Notification Appliance CirCUits The extension shall be In the form of a stand alone booster power supply The supply must Incorporate ItS own standby battenes Batteries must be Sized for <24>, <60> hours of standby followed by <5>, <30> minutes of alarm It must be pOSSible to support up to 10 amp hour battenes The booster supply must Incorporate four Independent super- Vised Notification Appliance CirCUits It shall be pOSSible to configure the NACs to follow the main panel's NAC or activate from Intelligent Signature Series modules The booster NACs must be conflgurable to operate Independently at anyone of the follOWing rates continUOUS, 120 SPM, or, 3-3-3 temporal Fault conditions on the booster shall not Impede alarm activation of host NAC circuits Page 2 of 4 Siemens Building Technologies, Inc Typical Wiring Single booster anywhere on a notification appliance circuit EXisting NAC end-of-Ilne resistors are not reqUired to be Installed at the booster's terminals This allows multiple boosters to be driven from a single NAC Circuit without the need for special configurations Multiple boosters cascaded from a single notification appliance circuit NAC Clfcult To next signaling device, booster or EOl resistor NAC outpUt #1 NAC output #2 NAC output #3 NAC output #4 Fire Alarm Control Panel ~ ~ :;- ~ Booster Power Supply To nex: Signaling devIce, booster or EOl resistor NAC output #1 NAC output #2 NAC output #3 NAC output #4 [A---fJ3 RJ en ~ f Booster Power Supply To next slgnalmg devIce booster, or EOl reSistor NAC output #1 NAC au .put #2 NAG output #3 NAC ou .put #4 ~ :;- ~ Booster Power Supply Multiple notification appliance circuits branched from a single control panel To next Signaling deVice, booster or EOl re50rstor en m ~ ~ ~ Booster Power Supply NAC ClrCUlt ~I To next SIgnaling NAC CIrCUIt "\r deVice, booster, or V EOl resistor r en Fire Alarm ~ ~ Control Panel ~ '" 5" i - NAC output #4 ~ Booster Power Supply To nex. 51 V deVICE', EOL rests f ~ I Booster Power Supply NAC output # 1 NAC output #2 NAC output #3 NAC output #4 NAC output # 1 NAC output-l/:2 NAC output #3 gnallng booster, or tor NAC output #1 NAC output #2 NAC output #3 NAC output #4 Siemens BUilding Technologies, Inc NAC CirCUit NAC CirCUit Fire Alarm Control Panel To next Signaling deVice, booster, or EOL resistor __en. ~ V> '" '" 5" :J "tJ "tJ S. S. NAC output #1 NAC output #2 NAC output #3 NAC output #4 Booster Power Supply Multiple Signature modules branching a single notification appliance circuit Booster Power Supply Main Board NAC1~~ IE'" + ~I " NAC2 _ ;, /1\ + .' NAC3_~ +~, NAC4 _~ P1^ EOL 15 K From eXisting fire alann panel notification CirCUit or CC1 module IN~ Sense 1 COM IWi OUT~ IN~ Sense 2 COM I~I OUT' NO' " Trouble COM~ Battery NC I e,- ~ '~ P4' ' " NOTES ~ Used for another Class B NAC CIrCUIt + :;:-- 1 5 amps total --~ -----~-=169-~-=-1: CCl II +_+_ M~d':+_ Ii 87654321 II -;;;it~,I' ~-!JI1' -----0-:1 Up to 10 CCl or UM modules per booster NAC. All 5 outpu"s activate when Input NAC #1 activates (based on programming) All 5 oulpu.s ac.ltvato when lIlPU' NAC #2 activates tbdsed on proqramrnlng) Data out to next deVice Data In from prevIous deVice or Slgnalure controller Data out to next deVice More typical wmng diagrams on the next page Page 3 of 4 Up to 10 CC1 or UM modules per booster NAC. Typical Wiring (continued) Signature module used to activate the booster This configuration eliminates the necessity of uSing a NAC Circuit as an AUX or runmng a separate 24V source Signature modules may also be used to divide the booster's 3 amp output Circuits Into smaller current loads ....'" 0", UJ~ IN Sense 1 COM OUT IN Sense 2 COM OUT NO COM NC '" ... q .... o UJ - + D 109 ,& MCO~~~8 D D 8765 4321 P2. & +- +-+- Data In from prevIous deVice or SIgnature controller Data out to next deVice NOTES' .&. &. Used for another Class B NAC CIrcuit Ii. CC1 S draws 6mA of current In alarm A CC1 S wIring must be within 3 feet of the Booster wIring and In condUit or mounted within the Booster's enclosure 4 Any Booster trouble Will cause the CC1S supervISion to report a trouble to the main fire panel &. Battenes .& UL hsted in-line fuse holder, pin 260006 with maximum 4 A fuse Installation and Mounting Dimensions I' 3 375" (8 6 emCI 350" (8 9 em) _J~ I' 1300" (33 02 em) -') 0 \- Top View 1300" (33 02 ern) :)11 700" (17 78 em) . {] Front View All knockouts for 3/4" condUit (19cm) " 3( (8 9 rI~_ n ,/ ~ '" E :> E '" " "0 " N en N '" '" ~ ~ b C) b 0 0 ::: ::: C) (/) n. CD ::;: CD " Multiple Signature modules as booster inputs Configure the outputs where zoning IS reqUired IN~' + Sense 1 COM ~ . OUT liiT,~ INl~~ Sense 2 COM ~ . OUTI1!'~ NO~ COM QE NC~ P2~ + '" ~ q .... o UJ Trouble Batlery m P4. . ffi ~~~Ef~r anolher Clas. B NAC crf(,ull 2 Any Booster trouble Will cause the CC1 5upervl!:olon to report a trouble _\ to the main fire panel I~ Modules must be wired and programmed on the S!gnalure controller for proper operation [-J 10g eC1 Module +- +- 0 0 I I i+_+_ '67 r_J _ - - 10-9------ Ce1 Module o 0 Riser out to next deVice or riser supervIsory deVice . Riser In 012- 24 Vdc Assembly '" o q -:;;: W '0 " 2 Ruute AC supply through these knockm.ts only r-------- , , , , .!...___________J .!..__________...l Battery Battery Notes 1 M:lu'tdln 1/4 In (6 mrn) ~pa('ng bf'tw(,E'n power hmlled a'ld non-paWN IImltod Wlrofig 01 use lfpe rPL FPLR or FPlP ("..<lblf'~rNE:C ., L.2.l Superv'sed wher nol configured as aUl( llary po...er Non.sl pcrv sed when cO'lfgurE.d B!> dUXl1 dry power li, 8otJr("..(' mu<;: bE' power lIrfllt('(1 Information In this document IS based on speCifications believed correct at the time of publication The right IS reserved to make changes as deSign Improvements are Introduced APOGEE IS a trademark of Siemens BUilding Technologies, Inc @ 2003 Siemens BUilding Technologies, Inc Siemens Building Technologies, Inc BUilding Automation DIvISion 1000 Deerfleld Parkway Buffalo Grove. IL 60089-4513 Printed In the USA (origin) Page 4 of 4 SIEMENS Field Configurable Horns and Strobes Gl Series Description The GenesIs line of signals are among the smallest, most compact audible-vIsible emergency signaling devices In the world About the size of a deck of plaYing cards, these devices are designed to blend with any decor Thanks to patented breakthrough technology, GenesIs strobes do not require bulky specular reflectors and lenses Instead, an exclusive cavity design conditions light to produce a highly controlled dlstnbutlon pattern Significant development efforts emploYing this new technology have given rise to a new benchmark In strobe performance - FullLlght technology Full Light strobe technology produces a smooth light distribu- tion pattern without the spikes and vOids characteristic of specular reflectors This ensures the entire coverage area receives consistent Illumination from the strobe flash As a result, GenesIs strobes with Full Light technology go well beyond the minimum UL-requlred "T" pattern, significantly exceeding UL-1971 and ULC-S526 light dlstnbutlon require- ments Although all GenesIs strobes are self-synchronizing, when Installed with an optional synchronization module, strobe . flashes from devices on the same Circuit synchronize to within 10 milliseconds of each other Indeflnltelv ThiS exceeds the two-hour minimum specified In the UL standards Only one synchronization module IS required per Circuit GenesIs strobes and horn-strobes offer 15 to 110 candela output, which IS selectable with a conveniently-located sWitch on the side of the device The candela output setting remains clearly VISible even after final Installation, yet It stays locked In place to prevent unauthorized tampering GenesIs horn output reaches as high as 99 dB and features a unique multiple frequency tone that results In excellent wall penetration and an unmistakable warning of danger Horns may be configured for either coded or non-coded signal CirCUits They can also be set for low dB output with a Jumper cut that reduces horn output by about 5 dB GenesIs signals feature textured housings In architecturally neutral white or traditional fire red An ingenious Iconographic symbol indicates the purpose of the deVice. ThiS universal Document No 152-720P25 Technical SpeCification Sheet Rev 2, July, 2003 '. . ~ ,), ' '. 1< .' Xfr.-< One or more patents pendIng :Ri;; (E @@ ~, symbol IS code-compliant and IS eaSily recognized by all build- Ing occupants regardless of what language they speak Models with "FIRE" markings are also available Features · Unique low-profile design - The most compact UL-1971/ULC-S526 listed strobe available - Ultra-slim - protrudes less than one Inch from the wall - Attractive appearance - No VISible mounting screws · Fourfield-cqnfigurable options in one device - Select 15, 30, 75, or 110 cd strobe output - Select high (default) or low dB horn output - Select temporal (default) or steady horn output - Select public mode flash rate (default) or private mode temporal flash · Easy to install - Fits standard 1-gang electrical boxes - no trim plate needed - Optional trim plate ac't;ommodates oversized openings - Pre-assembled with captive hardware - #12 AWG terminals - Ideal for long runs or eXisting wIring · Unparalleled performance - Industry's most even light distribution - Meets tough synchroniZing standards for strobes - Single microprocessor controls both horn and strobe - Low current draw minimizes system overhead - Independent horn control over a single pair of wires - Highly regulated In-rush current - Multiple frequency tone Improves wall penetration - Industry's first temporal strobe output Page 1 of 6 Application GenesIs strobes are UL 1971-llsted for use Indoors as wall- mounted public-mode notification appliances for the hearing Impaired Prevailing codes require strobes to be used where ambient nOise conditions exceed 105 dBA (87dBA In Canada), where occupants use hearing protection, and In areas of public accommodation as defined In the Amencans with Disabilities Act (see appiJcatlOn notes - USA) Combination horn-strobe signals must be Installed In accor- dance with gUidelines established for strobe devices Strobes The following gUidelines are based on ANSI/NFPA 72 NatIOnal Fire Alarm Code (1999) When applied and Installed In accor- dance with that code, Siemens strobes meet or exceed the Illumination produced by the ADA-specified 75 candela (cd) strobe at 50 feet * Non-Sleeping Rooms Siemens wall mounted strobes* Up to 20' x 20' (6 1 m x 6 1 m) Up to 30' x 30' (9 1 m x 9 1 m) Up to 40' x 40' (122m x 12 2 m) Up to 50' x 50' (152m x 15 2 m) One 15 cd strobe One 30 cd or two 15 cd strobes One 75 cd or two 30 cd strobes One 110 cd or two 75 cd strobes Corridors Any length Maximum Width 20' (6 1 m) 15 cd strobes spaced at 100' (305m) max Strobes must be placed within 15' (4 5m) of each end of the cOrridor . ADA suggests uSing 75 cd strobes throughout an area, with spacing that never exceeds 50 It from the strobe to any pOint In the protected space Non-Sleeping Rooms and Corridors: Siemens strobes rated at less than 110 cd per U L 1971 are Intended for use In non- sleeping areas only Install with the bottom of the device at least 80 Inches (20m) and no more than 96 Inches (24m) above the finished floor No pOint In any space (Including cOrridors) required to have strobes should be more than 50 feet (152m) from the signal (In the hOrIZontal plane) For detailed spacing requirements, consult The Handbook of VIsible NotificatIOn AppiJances for FIre Alarm AppiJcatlOns published by EST Press, or contact your local Siemens represen- tative Sleeping rooms: Siemens 110 cd strobes are Intended for use In sleeping rooms and should be Installed along with a smoke detector It must be wall mounted at least 80" (2 03 m) above floor level, but no closer than 24" (610 mm) to the ceiling The distance from the strobe to the pillow must not exceed 16' (48 m) Sleeping Rooms Any size Siemens wall mounted strobe 110 cd within 16 feet of pillow Page 2 of 6 Horns The suggested sound pressure level for each signaling zone used with alert or alarm signals IS at least 15 dB above the average ambient sound level, or 5 dB above the maximum sound level having a duration of at least 60 seconds, whichever IS greater, measured 5 feet (15m) above the floor The average ambient sound level IS, A-weighted sound pressure measured over a 24- hour period Doubling the distance from the signal to the ear will theoreti- cally result In a 6 dB reduction of the received sound pressure level The actual effect depends on the acoustic properties of materials In the space A 3 dBA difference represents a barely noticeable change In volume Application Notes - USA Audible signals In the public mode should never have a sound level less than 75 dBA at 10' (3 m) per NFPA 72 Signals cannot exceed 120 dBA per ADA and NFPA 72 at the minimum hearing distance to audible appliance Strobe and combination horn/strobe devices should be Installed with the bottom of the device at least 80 Inches (20m) and no more than 96 Inches (2 4" m) above the finished floor Horns should be Installed with their tops not less than 6 Inches (152 mm) below the ceiling and not less than 90 Inches (23m) above the finished floor Strobes must be used to supplement audible signals wherever the average ambient sound level exceeds 105 dBA Combina- tion audible/visual signals must be Installed In accordance with NFPA gUidelines established for strobes ADA requires VISible Signals In the following areas · rest rooms, meeting rooms; and other common use areas · sleeping rooms Intended for use by persons with hearing Impairment (In accordance with Title 1 of ADA) · work areas used by a person with a hearing Impairment (per Title 1 of ADA) Application Notes - Canada (Based In part on 1995 Canada National BUilding Code) The fire alarm Signal sound pressure level shall not exceed 110 dBA In any normally occupied area The sound pressure level from an audible Signal In a floor area used for occupan- cies other than residential occupancies shall not be less than 10 dBA above ambient levels, and never less than 65 dBA In sleeping rooms the sound pressure level from an audible Signal shall not be less than 75 dBA when any Intervening doors between the device <ilnd the sleeping room are closed Audible Signal devices shall be Installed not less than 18m to the center of the device above the floor (per CAN/ULC S524) The fire alarm audible Signal shall be supplemented by fire alarm strobes In any floor area where the ambient nOise level exceeds 87 dBA, or where the occupants of the floor area use ear protective devices, are located Within an audiometric booth, or are located Within sound insulating enclosures ThiS also applies to assembly occupancies In which musIc and other sounds associated With performances could exceed 100 dBA Strobes shall be Installed In a building so that the flash from one deVice IS VISible throughout the floor area or portion thereof In which they are Installed For maximum safety, Siemens recommends that strobes be Installed as per the gUidelines shown here under Strobe Spacing Siemens Building Technologies, Inc Installation GenesIs horns and strobes mount to any standard one-gang surface or flush electrical box Matching optional trim plates are used to cover oversized openings and can accomm.odate one-gang, two-gang, four-Inch square, or octagonal boxes, and European 100 mm square All GenesIs signals come pre- assembled with captive mounting screws for easy Installation Two tabs at the top of the signal unlock the cover to reveal the mounting hardware The shallow depth of GenesIs devices leaves ample room behind the signal for extra wIring Once Installed with the cover In place, no mounting screws are vIsible Genesis Horn/Strobe with optional trIm plate Wiring Field wIring terminals accommodate #18 to #12 AWG (0 75 mm2 to 2 5 mm2) wIring Horns, strobes, and combination horn- strobes are Interconnected with a single pair of wires as shown below G) Polanty shown In alarm condition 8 To next device or end of lire deVice Note' Strobes must have continuous voltage Siemens Building Technologies, Inc Field Configuration Temporal horn and horn-strobe models are factory set to sound In a three-pulse temporal pattern Units may be configured for use with coded systems by cutting a Jumper on the CirCUit board This results In a steady output that can be turned on and off (coded) as the system applies and removes power to the Signal CirCUit A GenesIs Signal Master IS reqUired when horn- strobe models are configured for coded systems Non-tempo- ral, horn-only models sound a steady tone GenesIs strobes and horn-strobes are shipped from the factory ready for use as UL 1971 compliant Signals for publiC mode operation These Signals may be configured for temporal flash by cutting a Jumper on the CirCUit board This battery-saving feature IS Intended for private mode Signaling only GenesIs strobes and horn-strobes may be set for 15, 30, 75, or 110 candela output The output setting IS changed by Simply opening the deVice and sliding the SWitch to the deSired setting The deVice does not have to be removed to change the output setting The setting remains VISible through a small Window on the side of the deVice after the cover IS closed Horns and horn-strobes are factory set for high dB output Low dB output may be selected by cutting a Jumper on the CIrCUit board This reduces the output by about 5 dB Page 3 of 6 Specifications Housing Lens Mounting (Indoor wall mount only) Wire connections Operating environment Agency listings/approvals Dimensions (HxWxD) Operating voltage Strobe output rating Strobe flash rate Red or white textured UV stabilized, color Impregnated engineered plastiC Exceeds 94V-0 UL flammability rating Optical grade polycarbonate (clear) Flush mount 2'h Inch (64 mm) deep one-gang box Surface mount Siemens model 27193 surface mount box, wlremold box, or eqUivalent surface-mount box With optional tnm plate One-gang, two-gang, four-Inch square, octagonal, or European single-gang box Screw terminals single Input for both horn and strobe #18 to #12 AWG (075 mm2 to 2 5 mm2) wire size Indoor only 32-120oF (0-490C) ambient temperature 93% relative humidity UL 1971, UL 1638, UL 464, ULC S525, ULC S526, CSFM, CE, FCC, (MEA, FM pending) (All models comply with ADA Code of Federal Regulation Chapter 28 Part 36 Final Rule) Signal 4-1/2" x 2-3/4" x 13/16" (113 mm x 68 mm x 21 mm) Tnmplate 5" (127 mm), Height - 5-7/8" (149 mm), Depth - Vi' (13 mm) G 1-H D-LG senes temporal-tone horns non-coded, filtered 16-33 Vdc or unfiltered 16-33 Vdc FWR (or coded when horn set to steady tone) G 1-HDVM-LG senes temporal-tone horn-strobes non-coded, filtered 16-33 Vdc or unfiltered 16-33 Vdc FWR (or coded (audible NAC only) when used With optional G 1 M-LG GenesIs Signal Master) G 1-VM-LG senes strobes non-coded, filtered 16 - 33 Vdc or unfiltered 16-33 Vdc FWR G1-P-LG senes steady-tone horns coded or non-coded, filtered 20-31 Vdc or unfiltered 20-27 Vfwr UL 1971, UL 1638, ULC S526 selectable 15 cd, 30 cd, 75 cd, or 110 cd output G1-VM-LG strobes and G1-HDVM-LG senes temporal-tone horn-strobes one flash per second synchrOnized With optional G1 M-LG GenesIs Signal Master Indefinitely Within 10 milliseconds (or self-synchronized Within 200 milliseconds over thirty minutes on a common CirCUit Without G 1 M-LG GenesIs Signal Master) Temporal setting (pnvate mode only) synchrOnized to temporal output of horns on same CirCUit G1M-LG, G1M-RM-LG, SIGA-CC1S-LG, SIGA-MCC1S-LG Compatible synch modules' Horn pulse rate Temporal audible pattern G1-HD-LG temporal-tone horns and G1-HDVM-LG senes temporal-tone horn-strobes temporal rate synchronized With optional G 1 M-LG GenesIs Signal Master indefinitely Within 10 milliseconds (or self-synchronized Within 200 milliseconds over thirty minutes on a common CirCUit Without G1 M-LG GenesIs Signal Master) G 1-P-LG steady-tone horns continuous, steady tone only 'h sec ON, 'h sec OFF, 'h sec ON, Y2 sec OFF, Y2 sec ON, 1'h sec OFF, then repeat cycle . Not compatible With G l-P Senes horns dBA output Average Sound Output (dBA) Temporal Horns, Horn-strobes (G1-HD-LG, G1-HDVM -LG) - High dB Setting 120 110,:'00 90 eo 70,00 M .ll 30 ~ 10~:; ~,~ < "~ <',~ ><. ~ ~ "'y""'? 'OO;!~_'~;I90' ~ ~:::' "~~l ., . . ' . , , '_ ' , : 75" " ? ~~ , ) (High dB setting, anecho~, 24V, measured at 10ft) UL464 Average Peak Temporal Steady Temporal/Steady Temporal/Steady 16 Vdc 814 855 914 942 24 Vdc 844 886 945 976 33 Vdc 863 904 969 995 w Temporal Horns, Horn-strobes (G1-HD-LG, G1-HDVM-LG) - Low dB Setting UL464 Average Peak Temporal Steady TemporallSteady Temporal/Steady 76 0 80 1 863 89 2 79 4 83 5 89 8 92 5 82 1 86 5 92 5 95 3 16 Vdc 24 Vdc 33 Vdc -1~'"'::: " 0' Light output - (effective cd) Steady Tone Horns (G1-P-LG) U L464 767 771 772 20 Vdc 24 Vdc 31 Vdc Percent of UL rating versus angle Average 895 90 904 Peak 91 911 916 <t- , ~'3? , 90" _75"<' 75' Notes 1 All values shown are dBA measured at 10 feet (3 01 m) 2 UL464 values measured In reverberation room 3 Average and Peak values are measured In anechOIC chamber Page 4 of 6 '>> , 15 O' Siemens BUilding Technologies, Inc Current Draw Strobes, Horn-Strobes Horns Multi-cd Wall Strobes (G1-VM-LG) Wall Temporal Horns (G1-HD-LG) UL Nameplate Rating (UL1971, Effective May 2004) UL Nameplate Rating (UL464 Effective May 2004) 15 cd 30 cd 75 cd 110 cd High dB Low dB RMS RMS RMS RMS RMS RMS 16 Vdc 103 141 255 311 16 Vdc 26 19 16 Vfwr 125 179 346 392 24 Vdc 36 27 33 Vdc 41 33 TYPical Current (Measured by EST) 16 Vfwr 51 37 15 cd 30 cd 75 cd 110 cd 24 Vfwr 69 52 RMS Mean RMS Mean RMS Mean RMS Mean 33 Vfwr 76 70 16 Vdc 85 79 127 124 245 243 285 283 20 Vdc 71 66 98 96 188 186 240 238 TYPical Current (Measured by EST) 24 Vdc 59 55 82 80 152 150 191 190 High dB Low dB 33 Vdc 46 44 64 63 112 111 137 136 RMS Mean RMS Mean 16 Vfwr 119 64 169 97 332 203 376 240 16 Vdc 22 17 17 14 20 Vfwr 103 51 143 76 253 150 331 198 20 Vdc 24 19 19 16 24 Vfwr 94 44 129 65 218 121 262 152 24 Vdc 27 21 22 18 33 Vfwr 87 37 112 52 179 89 205 106 33 Vdc 32 25 26 22 16 Vfwr 34 15 30 14 Multi-cd Wall Temporal Horn-strobes (G1-HDVM-LG) - High dB Setting 20 Vfwr 40 19 34 16 UL Nameplate Rating (UL 1971, Effective May 2004) 24 Vfwr 45 21 38 18 15 cd 30 cd 75 cd 110 cd 33 Vfwr 52 24 47 22 RMS RMS RMS RMS 16 Vdc 129 167 281 337 Wall Horns (G1-P-LG) 16 Vfwr 176 230 397 443 UL Nameplate Rating Measured by EST RMS RMS Mean TYPical Current (Measured by EST) 20 Vdc 9 10 10 15 cd 30 cd 75 cd 110 cd 24 Vdc 10 11 11 RMS Mean RMS Mean RMS Mean RMS Mean 31 Vdc 12 12 12 16 Vdc 102 89 135 129 246 242 309 305 20 Vfwr 8 9 8 20 Vdc 88 77 109 104 193 190 248 243 24 Vfwr 9 9 10 24 Vdc 81 71 94 90 161 158 203 200 33 Vdc 74 64 72 74 124 121 154 151 16 Vfwr 144 77 182 106 352 212 393 249 NotesandComments 20 Vfwr 141 68 162 87 274 158 362 210 1 Current values are shown In mA 24 Vfwr 136 65 152 76 235 133 282 165 2 UL Nameplate Rating can vary from TYPlcal Current due to measurement methods 33 Vfwr 125 54 144 65 201 101 232 123 and Instruments used 3 Siemens recommends uSing the TYPical Current for system deSign including NAC and Power Supply loading and voltage drop calculations Multi-cd Wall Temporal Horn-strobes (G1-HDVM-LG) - Low dB Setting 4 Use the Vdc RMS current ratings for filtered power supply and battery AH UL Nameplate Rating (UL1971, Effective May 2004) calculations Use the Vfwr RMS current ratings for unfiltered power supply 15 cd 30 cd 75 cd 110 cd calculatIons RMS RMS RMS RMS 5 Fuses, CirCUit breakers and other overcurrent protection deVices are tYPically rated 16 Vdc 122 160 274 330 for current In RMS values Most of these deVices operate based upon the heating affect of the current flOWing through the deVice The RMS current (not the mean 16 Vfwr 162 216 383 429 current) determines the heating affect and therefore, the tllp and hold threshold for those deVices TYPical Current (Measured by EST) 6 Our Industry has used 'mean' currents over the years However, UL Will direct 15 cd 30 cd 75 cd 110 cd the Industry to use the 2004 RMS values In the future RMS Mean RMS Mean RMS Mean RMS Mean 16 Vdc 96 84 130 124 243 240 302 297 20 Vdc 79 70 104 99 189 186 241 237 24 Vdc 68 61 88 84 156 154 197 193 33 Vdc 56 52 71 68 118 116 146 143 16 Vfwr 128 69 180 104 344 204 389 244 20 Vfwr 118 60 157 84 266 156 343 200 24 Vfwr 113 54 144 74 230 128 279 161 33 Vfwr 112 48 137 64 197 99 226 117 Siemens BUilding Technologies, Inc Page 5 of 6 Ordering Information Catalog Number White Finish Red Finish Description Ship Wt sJkg) G1-HDVM-LG G1-VM-LG G1-HD-LG G1-P-LG G1R-HDVM-LG G 1 R-VM-LG G1 R-HD-LG G 1 R-P-LG G1 F-HDVM-LG G1 RF-HDVM-LG G1 F-VM-LG G1 F-HD-LG G 1 F-P-LG G1RF-VM-LG G1RF-HD-LG G 1 RF-P-LG GenesIs Horn-Strobe (selectable 15, 30, 75, or 110 cd output, selectable high/low dB output) GenesIs Strobe (selectable 15, 30, 75, or 110 cd output) GenesIs Temporal Horn (selectable high/low dB output) GenesIs Steady Horn (not compatible with GenesIs Signal Master) GenesIs Horn-Strobe (selectable 15, 30, 75, or 110 cd output, selectable high/low dB output) - with "FIRE" marking GenesIs Strobe (selectable 15, 30, 75, or 110 cd output) - with "FIRE" marking GenesIs Temporal Horn (selectable hlgh110w dB output! - with "FIRE" marking GenesIs Steady Horn with "FIRE" marking (not compatible with GenesIs Signal Master) 025 (011 ) Mounting Accessories GH-LG GH-FIRE-LG 27193-16 G1 RT-LG G1 RT-FIRE-LG 27193-11 GenesIs Trim Plate (for two-gang or 4" square boxes) GenesIs Trim Plate (for two-gang or 4" square boxes) with "FIRE" markings One-gang surface mount box 015 (07) 015 (0 7) 1 (04) Synchronization Modules G1 M-LG G1M-RM-LG SIGA-CC1 S-LG SIGA-MCC1 S-LG Genesis Signal Master - Snap-on Mount GenesIs Signal Master - Remote Mount (1-gang) Intelligent Synchronization Output Module (2-gang) Intelligent Synchronization Output Module (Plug-In UIO) 01 (05) o 5 (0 23) o 18 (0 08) GenesIs Horn-Strobes may be ordered In red or white, with or without 'FIRE'marklng WARNING. These devices Will not operate without electrical power As fires frequently cause power interruptions, we suggest you discuss further safeguards with your local fire protection specialist These vIsible Signal appliances' flash Intensity may not be adequate to alert or awaken occupants In the protected area Research Indicates that the intensity of strobe needed to awaken 90% of sleeping persons IS approximately 100 cd Siemens recommends that strobes In sleeping rooms be 110 cd minimum GenesIs and FullLlght Strobe Technology are trademarks of Edwards Systems Techn%gy, Inc Information In thiS document IS based on speCifications believed correct at the time of publication The right IS reserved to make changes as deSign Improvements are Introduced APOGEE IS a trademark of Siemens Building Technologies, Inc @ 2003 Siemens Building Technologies, Inc Siemens Building Technologies, Inc. BUilding Automation DIVISion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Printed In the USA (origin) Page 6 of 6 SIEMENS Intelligent Photoelectric Smoke Detector Model SIGA-PS-LG Signature Series Model SIGA-PS-LG Intelligent Photoelectric Smoke Detector gathers analog information from Its smoke sensing element and converts It Into digital Signals The detector's on-board microprocessor measures and analyzes these Signals It compares the information to historical readings and time patterns to make an alarm decIsion Digital filters remove Signal patterns that are not tYPical of fires Unwanted alarms are Virtually eliminated Features . Note: Some features descnbed here may not be supported by all control systems Check your control panel's Installation and OperatIOn GUIde for detalls Integral microprocessor Non-volatile memory . Automatic device mapping Electronic addreSSing Environmental compensation Intelligent detector . Wide 0 67% to 377%/ft sensitivity range . Twenty pre-alarm sensitivity values, set In 5% Increments' Identification of dirty or defective detectors . Automatic daY/night senSitiVity adjustment . TWin red/green status LEDs Standard, relay, fault Isolator, and audible mounting bases Designed and manufactured to ISO 9001 standards ALS3 V 2 only Compatibility The SIGA-PS-LG detectors are compatible only with the Signature Loop Controller Document No 152-374P25 Technical SpeCification Sheet Rev 6, March, 2004 Je' MEA I!..._.! @~ Testing & Maintenance Each detector automatically Identifies wheh It IS dirty or defective and causes a "dirty detector" message The detector's sensitivity measure- ment can also be transmitted to the loop controller A sensitivity report can be printed to satisfy NFPA sensitivity measurements which must be conducted at the end of the first year and every two years thereafter The user-friendly maintenance program shows the current state of each detector and other pertinent messages Single detectors may be turned off temporarily from the control panel Availability of maintenance features IS dependent on the fire alarm system used Scheduled maintenance (Regular or Selected) for proper detector operation should be planned to meet the reqUIrements of the AuthOrity Having JUriSdiction (AHJ) Refer to current NFPA 72 and ULC CAN/ULC 536 standards Installation Signature Series detectors mount to North American l-gang boxes, 3-1/2 Inch or 4 Inch octagon boxes, and to 4" square electrical boxes 1-1/2 Inch (38 mm) deep They mount to European BESA and l-gang boxes With 60 3 mm fixing centers IOB'(20mm) ]'".'m~ 44' (112 mm) Access Slot for Tamper~Restst Mechanism Tamper-Resist Lever Arm I . Break off to dIsable - (Located on Base) Page 1 of 4 Application Although photoelectric detectors have a wide range of fire sensing capabilities they are best sUited for detecting slow, smoldering fires The table below shows SIX standard test fires used to rate the sensitivity of smoke and heat detectors The table indicates that no single sensing element IS sUited for all test fires ThiS detector should be Installed according to the latest recognized edition of national and local fire alarm codes Type of Detector SIGA-IS-LG SIGA-PS-LG SIGA-HRS-LG and SIGA-PHS-LG SIGA-IPHS-LG Test Fire Ion Photo SIGA-HFS-LG PhotolHeat 10nIPhotoIHeat Rate-of -RiselFixed Temp. Open Wood optimum unsUitable optimum very sUitable optimum Wood PyrolysIs sUitable optimum unsuitable optimum optimum Smouldenng Cotton very sUitable optimum unsUitable optimum optimum Poly Urethane Foam very sUitable very sUitable sUitable very sUitable optimum n-Heptane optimum very sUitable very sUitable optimum optimum Liquid Fire wlo smoke unsUitable unsUitable optimum very sUitable very sUitable Typical Wiring The detector mounting bases accept #18 AWG (0 75mm2), #16 (1 Omm21. and #14 AWG (1 5mm2) and #12 AWG (2 5mm2)" wire sizes Note Sizes #16 AWG (1 Omm2) and #18 AWG (0 75mm2) are preferred for ease of installation See Signature Loop Controller catalog sheet for detailed wiring reqUirement speCifications Standard Detector Base, SIGA-SB, SIGA-SB Relay Detector Base, SIGA-RB, SIGA-RB4 DATA IN (-) DATA IN (+) From Signature Controller or PrevIous Device Term Description 1 Not Used 2 DATA IN/OUT (+) 3 Not Used 4 DATA IN (-) 4 Remote LED (-) 5 Remote LED (+) 6 Not Used 7 DATA OUT (-) Normally- Normally- Closed Open Term 1 2 3 4 5 6 7 Description Normally-Open DATA IN/OUT (+) Common DATA IN (-) Not Used Normally-Closed DATAOUT(-) Common DATA OUT (-) CONTACT RATING 1 DAmp@ 3DVDC (Pilot Duty) DATA OUT (+) To Next Device DATA IN (+) From Signature Controller or PrevIous Device DATA OUT (+) To Next DeVice Isolator Detector Base, SIGA-IB, SIGA-IB4 DATA IN (+) From Signature Controller or PrevIous DeVice Page 2 of 4 Audible Detector Base, SIGA-AB4G Term DeSCription 1 Not Used 2 DATA IN/OUT (+) 3 DATA IN (-) 4 Not Used 5 Not Used 6 DATAOUT(-) 7 Not Used - 24 Vdc out + To next base or EOL relay Volume setting Default = High volume Cut for tow volume Tone setlJng Default = Temporal pattern Cut for steady tone lJ DATA OUT (-) To configure output volume or tone, cut the CIrcUit board as shown DATA OUT (+) To Next DeVice 24 Vdc In _ From power supply or + prevIous base Data In From Signature controller or . prevIous deVice + Data out + To next SIgnature deVIce Siemens Building Technologies, Inc Accessories All detector mounting bases have wiring terminals that are accessible from the" room-side" after mounting the base to the electrical box The bases mount to North American 1-gang boxes and to 3-1/2 Inch or41nch octagon boxes, 1-1/2 Inch (38 mm) deep They also mount to European BESA and 1-gang boxes With 60 3 mm fixing centers The SIGA-SB4, SIGA-RB4, and SIGA-IB4 mount to North American 4 Inch sq electncal boxes In addition to the above boxes They Include the SIGA-TS4 Trim Skirt which IS used to cover the "mounting ears" on the base The SIGA- AB4G mounts to a 4" sqare box only SIGA-SB SIGA-IB SIGA-RB Standard Base Isolator Base Relay Base SIGA-AB4G SIGA-LED-LG Audible Base Remote LED Standard Base SIGA-SB, SIGA-SB4 - ThiS IS the baSIC mounting base for Signature Senes detectors The SIGA-LED-LG Remote LED IS supported by the Standard Base Relay Base SIGA-RB, SIGA-RB4 - ThiS base Includes a relay Normally open or closed operation IS selected dUring Installation The dry contact IS rated for 1 amp @ 30 Vdc (pilot duty) The SIGA-RB can be operated as a control relay If programmed to do so at the control panel (ALS3 V 2 only) The relay base does not support the SIGA-LED-LG Remote LED Audible Base SIGA-AB4G - ThiS base IS deSigned for use where localized or group alarm signaling IS reqUired When the detector senses an alarm condition, the audible base emits a local alarm signal The optional SIGA-CRR Polarity Reversal Relay can be used for sounding to other audible bases on the same 24 Vdc Circuit Relay and Audible Bases operate as follows . at system power-up or reset, the relay IS de--energlzed . when a detector IS Installed In the base With the power on, the relay energizes for four seconds, then de-energizes . when a detector IS removed from a base With the power on, the relay IS de-energized . when the detector enters the alarm state, the relay IS energized Isolator Base SIGA-IB, SIGA-IB4 - ThiS base Includes a bUilt-In line fault Isolator for use on Class A circuits A detector must be Installed for It to operate The Isolator base does not support the SIGA-LED Remote LED The Isolator operates as follows . a short on the line causes all Isolators to open Within 23 msec . at 10 msec Intervals, beginning on one Side of the Class A CirCUit nearest the loop controller, the Isolators close to proVide the next Isolator down the line With power . when the Isolator next to the short closes, It reopens Within 10 msec The process repeats beginning on the other Side of the loop controller Remote LED SIGA-LED - The remote LED connects to the SIGA-SB or SIGA-SB4 Standard Base only It features a North American size 1--gang plastiC faceplate With a white finish and red alarm LED SIGA-TS4 Trim Skirt - Supplied With 4 Inch bases, It can also be ordered separately to use With the other bases to help hide surface Imperfections not covered by the smaller bases Warnings & Cautions ThiS detector will not operate Without electrical power As fires frequently cause power Interruption, we suggest you diSCUSS further safeguards With your fire protection specialist ThiS detector Will NOT sense fires that start In areas where smoke cannot reach the detector Smoke from fires In walls, roofs, or on the opposite Side of closed doors may not reach the detector to alarm It Siemens BUilding Technologies, Inc Specifications Catalog Number Sensing Element SIGA-PS-LG Photoelectric-Light Scattering Principle Air VelOCity Range 0 to 5,000 ft/mln (0 to 25 39 m/s) Operating Temperature 320F to 1200F (OOC to 49CC) Storage Temperature - -4 OF to 1400F (-200C to 600C) Humidity 0 to 93% RH, Non-Condensing ,ULI/ULC -0 67% to 3 77% obscuration/foot Most SenSitive 1 O%/ft More Sensitive 2 O%/ft User Selected Alarm Normal 2 5%/ft Sensitive Settings Less SenSitive 3 O%/ft Least SenSitive 3 5%/ft 5% Increments, allOWing up to 20 pre-alarm Pre-alarm Sensitivity settings 15 2 to 19 95 Vdc (19 Vdc nominal) OUlescent 45~A @ 19 V Alarm 45~A @ 19 V Emergency Stand-alone Alarm Mode 1 BmA Pulse Current 100~A (100 msec) DUring Communication 9mA maximum Construction & Finish High Impact Engineering Polymer - White . SIGA-SB Standard Base, SIGA-RB Relay Base, Compatible Mounting SIGA-IB Isolator Base, Bases SIGA-AB4G Audible Base On-board Green LED - Flashes when polled On-board Red LED - Flashes when In alarm Both LEDs - Glow steady when In alarm (stand alone) Compatible Remote Red LED (model SIGA-LED) Flashes when In alarm Use With SIGNATURE Loop Controller Uses 1 DeVice Address Storage and Operating Environment Sensitivity Range Operating Voltage Operating Current LED Operation Compatibility Address Requirements Agency Listings UL Listed Spacing UL, ULC, MEA. CSFM 30 feet Ordering Information Catalog Description Ship Wt Number Ibs (kg) SIGA-PS-LG Intelligent Photoelectric Detector 5 (23) ~ - UUULC Listed Accessories . SIGA-SB Detector Mounting Base - Standard 2 (09) SIGA-SB4 4 Inch Detector Mounting base 2 (09) -+ c/w SIGA-TS4 Tnm Skirt SIGA-RB Detector Mounting Base w/Relay 2 (09) SIGA-RB4 4 Inch Detector Mounting Base w/Relay 2 (09) c/w SIGA-TS4 Trim Skirt SIGA-IB Dector Mounting Base w/Fault Isolator 2 (09) SIGA-IB4 4 Inc Dector Mounting Base w/Fault 2 (09) Isolator c/w SIGA-TS4 Trim Skirt ... SIGA-LED-LG Remote Alarm LED 2 (09) SIGA-TS4 Tnm Skirt (supplied With 4 Inch bases) 1 (04) SIGA-AB4G Audible (Sounder) Base 3 (0 15) Page 3 of 4 Description (Signature Overview) The microprocessor In each detector provides four additional benefits - Self-diagnostics and History Log, Automatic Device Mapping, Stand-alone Operation and Fast, Stable Communication Self-diagnostics and History Log - Each Signature Series detector constantly runs self-checks to provide Important maintenance Information The results of the self-check are automatically updated and permanently stored In the detector's non-volatile memory ThiS Information IS accessible for review any time at the control panel. PC, or by uSing the SIGA-PRO Signature ProgramlServlce Tool The Information stored In the detector's memory Includes . detector type, serial number, and address . date of manufacture, hours of operation, and last maintenance date2 . current detector sensitivity and environmental compensation values . Original detector sensitivity values upon manufacturlng2 . number of recorded alarms and troubles2 . time and date of last alarm' . analog signal patterns Just before the last alarm' . most recent trouble code logged by the detector - 32 pOSSible trouble codes may be used to diagnose faults In the unlikely event that an unwanted alarm does take place, the control panel's history file can be called up to help Isolate the problem and prevent It from happening again Automatic Device Mapping - The loop controller learns where each device's senal number address IS Installed relative to other devices on the CircUit The mapping feature provides supervision of each device's Installed location to prevent a detector from being reinstalled (after cleaning etc ) In a different location from where It was Originally The history log for the detector remains relevant and Intact regardless of ItS new location The Signature Series Data Entry Program also uses the mapping feature With Interactive menus and graphic support, the wired circuits between each device can be examined Layout or "as-built" drawing information shOWing wire branches (T-taps), device types and their address are stored on disk for printing hard copy ThiS takes the mystery out of the Installation The preparation of "as-built" drawings IS fast and effiCient Device mapping allows the Signature loop controller to discover . unexpected additional device addresses . missing device addresses . changes to the wiring In the CirCUit Stand-alone Operation' A decentralized alarm deCISion by the detector IS guaranteed On-board Intelligence permits the detector to operate In stand-alone mode If loop controller CPU communications fail for more than four seconds, all devices on that CirCUit go Into stand-alone mode The CircUit acts like a conventional alarm receiving CirCUit Each detector on the CircUit continues to collect and analyze Information from ItS surroundings The detector alarms If the preset smoke obscuration level IS reached If the detector IS mounted to a relay base, the relay operates Similarly, If It IS mounted to an audible base, the on-board horn sounds Fast Stable Communication On-board Intelligence means less Information needs to be sent between the detector and the loop controller Other than regular supervIsory polling response, the detector only needs to communicate With the loop controller when It has something new to report ThiS proVides very fast response time and allows a lower baud rate (speed) to be used for commUnication on the loop The lower baud rate offers several advantages Including less sensitivity to circuit wire characteristics less sensitivity to nOise glitches on the cable less emitted nOise from the data wIring . tWisted or shielded wiring IS not reqUired Electronic Addressing' The loop controller electronically addresses each detector, saving valuable time dUring system commissioning Setting complicated SWitches or dials IS not required Each detector has ItS own unique serial number stored In ItS "on-board memory" The loop controller Identifies each deVice on the CIrCUit and assigns a "soft" address to that deVice's senal number If deSired, detectors can be addressed uSing the SIGA-PRO Signature ProgramlServlce Tool Environmental Compensation: Detection sensitivity IS Virtually Independent of ItS Installed enVIronment and ItS phYSical condition EnVIronmental compensation means the sensing element adapts to long- term changes caused by dirt, humidity, aging etc It even com-pensates for small amounts of normal ambient smoke ApproXimately SIX times every hour the detector adjusts and updates the sensitivity (% obscuration) baseline for ItS sensing element ApprOXimately once every hour thiS Information IS written to Its permanent memory The detector's "learned" baseline IS not lost, even when the detector IS removed for cleaning Signature Series environmental compenstlon IS so reliable that It meets NFPA72 field senSItivity testing reqUirements - Without the need for external meters The detector's sensitivity setting selected by the Installer floats up or down to remain constant relative to the changing baseline ThiS IS called differential sensing Sensitivity Range: The SIGA-PS PhotoelectriC Detector has a sensitivity range or Window of 0 67% to 3 77% The Installer selects the detector's ALARM sensitivity level from five available settings Within the range Pre-Alarm: The detector stores one of 20 pre-alarm sensitivity values to alert local personnel prior to the sensor reaching a full evacuation sensitivity Sensitivity values can be set In 5% Increments 1 Automatic DaylNight Sensitivity Selection: Signature Series detec- tors may be programmed for different senSItiVities dUring day and night periods ThiS allows the detector to be more sensitive dUring unoccupied periods when lower ambient background conditions are expected Stability: The SIGA-PS detector's sensitivity remains stable In Wind velOCities up to 5,000 ftlmln (25 3 m/sec) Ambient temperature has very little affect on the detector The detector may be Installed In rooms With ambient temperatures up to 1200F (490C) Status LEOs: TWin LEDs are VISible from any direction A flashing GREEN LED shows normal system polling from the loop controller A flashing RED LED means the detector IS In alarm state Both LEDs on steady shows alarm state - stand-alone mode Normal GREEN LED activity IS not distracting to building occupants, but can be qUickly spotted by a maintenance techniCian Quality and Reliability: Siemens detectors are manufactured In North America to strict International ISO 9001 standards All electronics utilize surface mount technology (SMT) for smaller size and greater Immunity to RF nOise A conformal coating IS used for humidity and corrosion resistance All Critical contacts are gold plated , ALS3 V 2 only 2 Retrievable With SIGA-PRO programming tool Information In thiS document IS based on speCifications believed correct at the time of publication The right IS reserved to make changes as deSign Improvements are Introduced APOGEE IS a trademark of Siemens BUilding Technologies, Inc @ 2004 Siemens BUilding Technologies, Inc Siemens Building Technologies, Inc, Building Automation DIVISion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Printed In the USA (origin) Page 4 of 4 SIEMENS Manual Pull Stations Models SIGA-270, SIGA-270p, SIGA-278-LG The SIGA-270 and SIGA-278-LG senes Manual Pull Stations are part of the Signature Series system The SIGA-270 Fire Alarm Manual Pull Stations feature our very familiar teardrop shape They are made from die-cast zinc and finished with red epoxy powder-coat paint complemented by aluminum colored stripes and markings With positive pull-lever operation, one pull on the station handle breaks the glass rod and turns In a pOSitive alarm, ensuring plus fool-proof operation Preslgnal models (SIGA-270P) are equipped With a general alarm (GAl keyswltch for applica- tions where two stage operation IS required The up-front highly VISible glass rod discourages tampenng Features Note Some features descnbed here may not be supported by all control systems Check your control panel's Installation and Operation GUide for details · Traditional familiar appearance SIGA-270 models feature our familiar teardrop design With Simple pOSitive pull action and sturdy dle-cast metal body · One stage (GAl. two stage (pre-signal), and double action models SIGA-270 models are available for one or two stage alarm systems The Single stage double action SIGA-278-LG features a rugged lexan hOUSing With keyed reset mecha- nism · Break glass operation An up-front VISible glass rod on the SIGA-270 discourages tampering · Intelligent device CIW integral microprocessor All deCISions are made at the station allOWing lower commu- nication speed while substantially Improving control panel response time Less senSitive to line nOise and loop wiring properties, tWisted or shielded wire IS not required · Non-volatile memory Permanently stores serial number, type of deVice, and Job number Automatically updates hlstonc information Including hours of operation, last maintenance date, number of alarms and troubles, and time and date of last alarm Document No 152-378P25 Technical SpeCification Sheet Rev 6, August, 2001 ~ c2Y @ MEA Jt' SIGA-278-LG SIGA-270 SERIES Patented · Automatic device mapping Each station transmits wiring Information to the loop control- ler regarding ItS location With respect to other deVices on the CirCUit · Electronic addressing Permanently stores programmable address, there are no SWitches or dials to set Addresses are downloaded from a PC, or the SIGA-PRO signature program/service tool · Stand-alone operation The station Inputs an alarm even If the loop controller's polling Interrogation stops · Diagnostic LEOs Status LEDs, flashing green shows normal polling, flashing red shows alarm state · Designed for high ambient temperature operation Install In ambient temperatures up to 1200F (490C) · Designed to ISO 9001 standards Manufactured to strict international quality standards for highest reliability Compatibility Signature Series manual stations are compatible only With the Signature Loop Controller Warnings & Cautions ThiS deVice Will not operate Without electncal power As fires frequently cause power Interruption, we suggest you diSCUSS further safeguards With your local fire protection speCialist Page 1 of 4 Application The operating charactenstlcs of the fire alarm stations are determined by their sub-type code or "Personality Code" NORMALLY-OPEN ALARM - LATCHING (Pesonality Code 1) IS assigned by the factory, no user configuration IS required The device IS configured for Class B IDC operation An ALARM signal IS sent to the loop controller when the station's pull lever IS operated The alarm condition IS latched at the station Installation Single-stage Signature Senes fire alarm manual pull stations mount to North Amencan 2V2 Inch (64 mm) deep 1-gang boxes Two stage preslgnal (270P) models require 1 V2 Inch (38 mm) deep 4-lnch square boxes with 1-gang, V2-lnch raised covers Openings must be angular Rounded openings are not accept- able Recommended box Steel City Model 52-C-13. All models Include terminals are sUited for #12 to #18 AWG (2 5 mm2 to 0 75 mm2) wire size EST recommends that these fire alarm stations be Installed according to latest recognized edition of national and local fire alarm codes Electronic AddreSSing - The loop controller electronically addresses each manual station, saving valuable time dunng system commissioning Setting complicated SWitches or dials IS not required Each station has ItS own unique senal number stored In ItS on-board memory The loop controller Identifies each device on the loop and assigns a "soft" address to each senal number If desired, the stations can be addressed uSing the SIGA-PRO Signature Program/Service Tool Testing & Maintenance To test (or reset) the station Simply open the station and operate the exposed SWitch The SIGA-270 senes are opened with a tool, the SIGA-278-LG requires the key which IS supplied with that station The station's automatic self--dlagnosls Identifies when It IS defective and causes a trouble message The user-fnendly maintenance program shows the current state of each Signa- ture senes device and other pertinent messages Single devices may be deactivated temporanly, from the control panel Availability of maintenance features IS dependent on the fire alarm system used Scheduled maintenance (Regular or Selected) for proper system operation should be planned to meet the reqUirements of the Authonty Having Junsdlctlon (AHJ) Refer to current NFPA 72 and ULC CAN/ULC 536 standards Page 2 of 4 Installation & Mounting Compatible Electrical Box k' ~ Glass Rod ':'O~EN '\ ::~_%_~ 0':: .. ' ", ~,' Figure 1. SIGA-278-lG installation Cover Release Screw Bock Plate Toggle, Switch Glass Rod Release Lever Figure 2. SIGA-270, SIGC-270F. SIGC-270B installation Glass Rod Release lever Figure 3. SIGA-270P. SIGC-270PB installation Siemens Building Technologies, Inc Typical Wiring The fire alarm station's terminal block accepts #18 AWG (0 75mm2) to #12 AWG (2 5mm2) wire sizes See Signature Loop Controller catalog sheet for detailed wiring requirement speCifications Wiring Notes & Refer to Signature Loop Controller manual for maximum wire distance. 2. All wIring IS power limited and supervised REAR VIEW of SIGA-278-LG REAR VIEW of SIGA-270P. SIGC-270PB fj D. o ,~ o Red LED (Alarm/Acttve) Green LED (Normal) Red lED (Alarm/Active) {DATA IN (+) DATA IN (-) DATA OUT (+)} DATA OUT (-) To Next Device { DATAIN(+) DATA IN (-) From Signature Controller or PrevIous DevIce & To Next Device From SIgnature Controller or PrevIous Device if, (A278WIRE COR) Figure 4. Single Stage Systems Specifications Table / :;j<if?;' V"" <: .' .J) r;:::::J Ij)IU" . r oStl Ll.::::t" >'" 0' -.' <; Green LED (Normal) Figure 5. Two Stage Systems ~ Catalog Number SIGA-270 SIGC-270F SIGC-270B SIGA-270P SIGC-270PB SIGA-278 Description Single Action - One Stage Double Action - One Stage Single Action -Two Stage (Preslgnal) Uses 1 Module Address Uses 2 Module Addresses Standby = 250[JA Standby = 396[JA Activated = 400[JA Activated = 680IJA Dlecast llnc - Red Epoxy w/Alumlnum markings Factory Set 15 2 to 1995 Vdc (19 Vdc nominal) Operating Temperature 320F to 1200F (OOC to 490C) Storage Temperature _40F to 1400F (-200C to 600C) Humidity 0 to 93% RH On-board Green LED - Flashes when polled On-board Red LED - Flashes when In alarm Both LEDs - Glow steady when In alarm (stand-alone) Use With Signature Loop Controller UL, ULC (note 1), MEA, CSFM Suffix" F" Indicates French markings Addressing Requirements Operating Current Construction & Finish Type Code Operating Voltage Storage and Operating Environment LED Operation Compatibility Agency Listings Note 1 SIGC-270F, SIGC-270B and SIGC-270PB are ULC listed only Suffix" B" indicates English/French bilingual markings Uses 1 Module Address Standby = 250[JA Activated = 400IJA Lexan - Red w/Whlte markings Siemens Building Technologies, Inc Page 3 of 4 Ordering Information Catalog Description Ship Wt Accessories Number Ibs (kg) 32997 GA Key wfTag - for pre-signal station One Stage Fire Alarm Station, (Canada Only) 1 (05) SIGA-270 1 (5) English Markings - UUULC Listed 276-K2 GA Key - for pre-signal station (US Only) 1 (05) SIGC-270F One Stage Fire Alarm Station, 1( 5) 27165 12 Glass Rods - for SIGA-270 senes 1 (05) French Markings - ULC Listed (Canada Only) SIGC-270B One Stage Fire Alarm Station, 1 (5) 270-GLR 20 Glass Rods - for SIGA-270 senes (US Only) 1 (05) French/English Markings - ULC Listed 276-GLR 20 Glass Rods - for SIGA-278 senes 1 (05) SIGA-270P Two Stage (Preslgnal) Fire Alarm Station, 1 (5) Surface Mount Box, Red English Markings - UUULC Listed 276B-RSB - for SIGA pull stations 1 (6) SIGC-270PB Two Stage (Preslgnal) Fire Alarm Station, 1 (5) French/English Markings - ULC Listed SIGA-278 Double Action (One Stage) Fire Alarm 1 (5) ~ Station, English Markings - UUULC Listed Description (Signature Overview) The Signature Senes Intelligent analog-addressable system IS an entire family of multi-sensor detectors and mounting bases, multiple-function Input and output modules, network and non-network control panels, and user-fnendly maintenance and service tools Analog information from equipment con- nected to Signature devices IS gathered and converted Into digital signals An onboard microprocessor In each Signature device measures and analyzes the signal and deCides whether or not to Input an alarm The microprocessor In each Signature device prOVides four additional benefits - Self-diagnostics and History Log, Automatic Device Mapping, Stand-alone Operation and Fast, Stable Communication Self-diagnostics and History Log - Each Signature Series device constantly runs self-{;hecks to prOVide Important maintenance information The results of the self-{;heck are automatically updated and permanently stored In ItS non-volatile memory ThiS Information IS accessible for review any time at the control panel, PC, or uSing the SIGA-PRO Signature Program/Service Tool The information stored In deVice memory Includes . DeVice senal number, address, and type . Date of manufacture, hours of operation, and last maintenance date' . Number of recorded alarms and troubles' . Time and date of last alarm 1 . Most recent trouble code logged by the detector - 24 pOSSible trouble codes may be used to diagnose faults Automatic Device Mapping -The Signature Data Controller (SDC) learns where each deVice's senal number address IS Installed relative to other deVices on the CirCUit The SDC keeps a "map" of all Signature Series deVices connected to It The Signature Series Data Entry Program also uses the mapping feature With Interactive menus and graphiC support, the Wired CirCUits between each deVice can be examined Layout or "As-Built" draWing information shOWing branch wIring (T-taps), deVice types and their address are stored on disk for printing hard copy ThiS takes the 'mystery' out of the installation The preparation of "As-Built" draWings IS fast and effiCient DeVice mapping allows the Signature Data Controller to discover . Unexpected additional deVice addresses . MISSing deVice addresses . Changes to the wIring In the CirCUit Most Signature modules use a 'personality code' selected by the Installer to determine their actual function Personality codes are downloaded from the SDC dunng system configuration and are Indicated dUring deVice mapping Standalone Operation - A decentralized alarm deCISion by the deVice IS guaranteed Onboard intelligence permits the deVice to operate In standalone (degrade) mode If Signature loop controller CPU commUnications fall for more than 4 seconds, all deVices on that CirCUit go Into standalone mode The CirCUit acts like a conventional alarm receiving CirCUit Each Signature deVice on the CirCUit continues to collect and analyze information from ItS slave deVices When connected to a panel utiliZing standalone operation, modules With their 'personality' set as alarm deVices (IDC) Will alarm should their slave alarm-initiating devu:e activate Fast Stable Communication - BUilt-in Intelligence means less Information needs to be sent between the deVice and the Signature Data Controller (SDC) Other than regular supervisory polling response, Signature deVices only need to communicate With the SDC when they have something new to report ThiS prOVides very fast control panel response and allows a lower baud rate (speed) to be used for commUnication on the CirCUit The lower baud rate offers several advantages Including . Less senSitivity to CirCUit wire charactenstlcs . Less senSitivity to nOise glitches on the cable . Less emitted nOise from the data wifing . TWisted or shielded wIring IS not required Diagnostic LEOs - TWin LEDs on most Signature deVices proVide Visual Indication of normal and alarm-active conditions A flashing green LED shows normal system polling A flashing red LED means the module IS In alarm- active state Both LEDs on steady Indicates alarm-active state - standalone mode Testing & Maintenance - Automatic self-diagnOSIs Identifies when a Signature deVice IS defective and -causes a trouble message The user- friendly maintenance program shows the current state of each deVice and other pertinent Information Single deVices may be turned off temporarily, from the control panel Scheduled maintenance (Regular or Selected) for proper system operation should be planned to meet the reqUirements of the AuthOrity HaVing Junsdlctlon (AHJ) Refer to current NFPA 72 and ULC CAN/ ULC 536 standards Quality and Reliability - Signature deVices are manufactured In North Amenca to stnct International ISO 9001 standards All electronics utilize surface mount technology (SMT) for smaller size and greater Immunity to RF nOise A conformal coating IS used for humidity and corrOSion resistance 1 ALS3 V 2 only , Retrievable With SIGA-PRO programming tool Information In thiS document IS based on speCifications believed correct at the time of publication The nght IS reserved to make changes as deSign Improvements are Introduced APOGEE IS a trademark of Siemens Building Technologies, Inc @ 2001 Siemens Building Technologies, Inc Siemens Building Technologies. Inc LandiS DIVISion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Pnnted In the USA (ongln) Page 4 of 4 SIEMENS Input Modules Models SIGA-CT1-LG, SIGA-CT2-LG & SIGA-MCT2-LG The SIGA-CT1-LG Single Input Module and SIGA-CT2/SIGA-MCT2- LG Dual Input Modules are Intelligent analog addressable devices used to connect one or two Class B normally-open Alarm, Super- VISOry, or Monitor type dry contact Initiating DeVice CirCUits (IDC) The actual function of these modules IS determined by the "personality code" selected by the Installer This code IS downloaded to the module from the Signature loop controller dUring system configuration The Input modules gather analog information from the Initiating deVices connected to them and convert It Into digital Signals The module's on-board microprocessor analyzes the Signal and deCides whether or not to Input an alarm The SIGA-CT1-LG and SIGA-CT2-LG mount to standard North American l-gang electrical boxes, making them Ideal for loca- tions where only one module IS required Separate I/O and data loop connections are made to each module. The SIGA-MCT2-LG IS part of the UIO family of plug-In Signature Series modules It functions Identically to the SIGA-CT2-LG, but takes advantage of the modular fleXibility and easy Installation that characterizes all UIO modules Two- and six-module UIO motherboards are available All wIring connections are made to terminal blocks on the motherboard UIO assemblies may be mounted In Siemens enclosures Features · Multiple applications Including alarm, alarm With delayed latching (retard) for waterflow applications, superviSOry, and monitor The Installer selects one of four (4) "personality codes" to be downloaded to the module through the loop controler . Plug-in (UIO) or standard 1-gang mount UIO versions allow qUick Installation where multiple modules are required The l-gang mount version IS Ideal for remote locations that require a Single module. · High ambient temperature operation Install In ambient temperatures up to 1200F (490C) Document No 152-370P25 Technical SpeCification Sheet Rev. 6, April, 2003 ....wx.*<t~l'-<j~ ~-- ", i- ~ @~ MEA . Automatic device mapping Signature modules transmit Information to the loop controller regarding their circuit locations With respect to other Signature deVices on the wire loop · Electronic addressing Programmable addresses are downloaded from the loop controller, a PC, or the SIGA-PRO Signature program/service tool There are no SWitches or dials to set . Intelligent device with microprocessor All deCISions are made at the module to allow lower commu- nication speed With substantially Improved control panel response time and less sensitivity to line nOise and loop wIring properties, tWisted or shielded wire IS not required . Non-volatile memory Permanently stores serial number, type of deVice, and Job number Automatically updates histOriC Information Including hours of operation, last maintenance date, number of alarms and troubles, and time and date of last alarm . Stand-alone operation The module makes deCISions and Inputs an alarm from Initiating deVices connected to It even If the loop controller's polling interrogation stops (Function availability dependent upon control panel) · Diagnostic LEOs Flashing green shows normal polling, flashing red shows alarm/active state · Designed to ISO 9001 standards All signature products are manufactured to strict international quality standards to ensure highest reliability · Ground fault detection by address Detects ground faults right down to the deVice level - - Page 1 of 4 Installation SIGA-CT1-LG and SIGA-CT2-LG: modules mount to North American 2V2" (64 mm) deep 1-gang boxes and 1 V2" (38 mm) deep 4" square boxes With 1-gang covers and SIGA-MP-LG mounting plates The terminals are sUited for #12 to #18 AWG (2 5 mm2 to 0 75 mm2) wire size Compatible electncal box ~ Wall plate, whIte (1-gan9) a. r-;::;:J ~"'" 'l.... ...... ~ SIGA-MCT2-LG: mount the UIO motherboard inSide a sUitable enclosure With screws and washers provided Plug the SIGA- MCT2-LG Into any available position on the motherboard and secure the module to the motherboard With the captive screws WIring connections are made to the terminals on the motherboard (see wlnng diagram) UIO motherboard terminals are SUited for #12 to #18 AWG (2 5 mm2 to 0 7<.5 mm2) wire size. UIO Motherboard I ~ CaptIve screws - Cabinet or electncal enclosure Electronic Addressing - The loop controller electronically addresses each module, saving valuable time dunng system commissioning Setting complicated SWitches or dials IS not reqUired Each module has ItS own unique senal number stored In ItS on-board memory The loop controller Identifies each deVice on the loop and assigns a "soft" address to each senal number If deSired, the modules can be addressed uSing the SIGA-PRO Signature Program/Service Tool Siemens recommends that thiS module be Installed according to latest recognized edition of national and local fire alarm codes Application The duty performed by the SIGA-CT1-LG and SIGA-CT2/MCT2- LG IS determined by their sub-type code or "Personality Code" The code is selected by the Installer depending upon Page 2 of 4 the deSired application and IS downloaded from the loop controller One (1) personality code can be aSSigned to the SIGA-CT1-LG Two (2) personality codes can be aSSigned to the SIGA-CT2/ MCT2-LG Codes 1, 2, 3 and 4 can be mixed on SIGA-CT2/ MCT2-LG modules only For example, personality code 1 can be aSSigned to the Jlrst address (CirCUit A) and code 4 can be aSSigned to the second address (CIrCUit B) NORMALLY-OPEN ALARM - LATCHING (Personality Code 1) - 'Assign to one or both CirCUits Configures either CirCUit A or B or both for Class B normally open dry contact Initiating deVices such as Pull Stations, Heat Detectors, etc An ALARM signal IS sent to the loop controller when the Input contact IS closed The alarm condition IS latched at the module NORMALLY-OPEN ALARM - DELAYED LATCHING (Personality Code 2) - ASSign to one or both CirCUits Configures either CirCUit A or B or both for Class B normally-open dry contact initiating deVices such as Waterflow Alarm SWitches An ALARM signal IS sent to the loop controller when the Input contact IS closed for approximately 16 seconds The alarm condition IS latched at the module. NORMALLY-OPEN ACTIVE - NON-LATCHING (Personality Code 3) - ASSign to one or both circuits. Configures either CirCUit A or B or both for Class B normally-open dry contact monltonng Input such as from Fans, Dampers, Doors, etc An ACTIVE signal IS sent to the loop controller when the Input contact IS closed The active condition IS not latched at the module NORMALLY-OPEN ACTIVE - LATCHING (Personality Code 4)- ASSign to one or both circuits Configures either circuit A or B or both for Class B normally open dry contact monltonng Input such as from SupervIsory and Tamper SWitches An ACTIVE Signal IS sent to the loop controller when the Input contact IS closed The active condition IS latched at the module Ordering Information Catalog Number SIGA-CT1-LG SIGA-CT2-LG Description Single Input Module - UUULC Listed Dual Input Module - UUULC Listed SIGA-MCT2-LG Dual Input Plug-In (UIO) Module - UUULC Listed Related Equipment 27193-11 Surface Mount Box - Red, 1-gang 27193-16 Surface Mount Box - White, 1-gang SIGA-UI02R-LG Universal Input-Output Module Board w/Rlser Inputs - 2 Module POSitions SIGA-UI06R-LG Universal Input-Output Module Board w/Rlser Inputs - 6 Module POSitions SIGA-UI06-LG Universal Input-Output Module Board - 6 Module POSitions Multifunction Fire Cabinet - Red, supports Signature Module Mounting Plates Signature Module Mounting Plate, 1 footprint Signature Module Mounting Plate, 1/2 footprint Signature Module Mounting Plate, 1/2 extended footprint MFC-A SIGA-MP1 SIGA-MP2 SIGA-MP2L Siemens BUlldlngTechnologles, Inc Typical Wiring Modules will accept #18 AWG (0 75mm2), #16 AWG (1 Omm2), #14 AWG (1 50mm2) and #12 AWG (2 5mm2) wire sizes Note Sizes #16 AWG (1 Omm2) and #18 AWG (0 75mm2) are preferred for ease of installation See Signature Loop Controller catalog sheet for detailed wIring requirement specifications MaXimum Allowable Wire ReSistance MaXimum Allowable Wire Capacitance For DeSign Reference Initiating (Slave) Device Circuit Wire Specifications 50 ohms (25 ohms per wire) per Circuit o 1 ~F per Circuit Wire Size #18 AWG (0 75 mm2) #16 AWG (1 00 mm2) #14 AWG (1 50 mm2) #12 AWG (2 50 mm2) MaXimum Distance to EOLR 4,000 ft (1219 m) Red lED (Alarm/ Act~e) TYPical N 0 Initiating DeVice & && Style B (Class B) lJ oc1 owJ 1 47Kll EOl UL/UlC Listed 47Kll EOl INPUT 1 INPUT 2 Green LED (Normal) Red lED (Alarm/Act~e) ~ Ul/UlC Listed 47Kn EOl Green LED (Normal) {DATA IN (+) DATA IN (-) DATA OUT (+)} DATA OUT (.) { DATAIN(+) DATA IN (-) From Signature Controller or PrevIous DeVice ;);, SIGA-CT2-LG From Signature Controller or PrevIous DeVice .& To Next DeVIce SIGA-CT1-LG NOTES .& MaXimum 25 Ohm resistance per wire ill MaXimum #12 AWG (2 5 mm2 ) Wire, MInimum #18 AWG(O 75 mm2 ) .& Refer to Signature controller InstallatIOn sheet for wIring specificatIons ill MaXimum 10 Vdc @ 350 ~A ffi The SIGA.UI06R-LG and the SIGA-UI02R-LG do not come with TB 14 .& All wiring IS supervised and power-limited & These modules will not support 2-wlre smoke detectors UUULC l.Jsled 47Kn.EOL &&& ThiS module will not operate without electrical power As fires frequently cause power Interruption, we suggest you diSCUSS further safeguards with your local fire protection specialist Green LED (Normal) Red LED (ActIVil) SIGA-MCT2 Warnings & Cautions .& D.taln+~ Signature ~ ~~~Utl ~ DalaOul + SIGA-UIO{R) series motherboard No connections required lor SIGA-MCT2 Other modules may reqUire connecbons Compatibility SIGA-MCT2-LG The Signature Series modules are compatible only with the Signature Loop Controller Siemens Burldlng Technologies, Inc Page 3 of 4 Specifications Catalog Number Description Type Code SIGA-CT1-LG SIGA-MCT2-LG Single Input Module 48 (factory set) 4 sub-types (personality codes) are available Uses 1 Module Address Standby = 250I-lA, Activated = 400l-lA 152 to 1995 Vdc (19 Vdc nominal) High Impact Engineering Polymer North American 2Vi' (64 mm) deep 1-gang boxes and 1 Vi' (38 mm) deep 4" square boxes with 1-gang covers and SIGA-MP-LG mounting plates Operating Temperature 320F to 1200F (DoC to 490C) Storage Temperature -4OF to 1400F (-200C to 600C) Humidity 0 to 93% RH On-board Green LED - Flashes when polled On-board Red LED - Flashes when In alarm/active Both LEDs - Glow steady when In alarm (stand-alone) Use with Signature Loop Controller UL, ULC, MEA, CSFM Address Requirements Operating Current Operating Voltage Construction Mounting Storage and Operating EnVIronment LED Operation Compatibility Agency Listings SIGA-CT2-LG Dual Input Module 49 (factory set) 4 sub-types (personality codes) are available Uses 2 Module Addresses Standby = 3961-lA, Activated = 680l-lA UI02R/6R/6 Motherboard Description (Signature Overview) The Signature Senes Intelligent analog-addressable system IS an entire family of multi-sensor detectors and mounting bases, multiple-function Input and output modules, network and non-network control panels, and user-fnendly maintenance and service tools Analog Information from eqUipment connected to Signature deVices IS gathered and converted Into digital Signals An onboard microprocessor In each Signature deVice measures and analyzes the Signal and decides whether or not to Input an alarm The microprocessor In each Signature deVice provides four additional benefits - Self-diagnostics and History Log, Automatic Device Mapping, Stand-alone Operation and Fast, Stable Communication Self-diagnostics and History Log - Each Signature Senes deVice constantly runs self-checks to proVide Important maintenance Information The results of the self- check are automatically updated and permanently stored In ItS non-volatile memory This information IS accessible for review any time at the control panel, PC, or uSing the SIGA-PRO Signature Program/Service Tool The information stored In deVice memory Includes . DeVice senal number. address, and type . Date of manufacture, hours of operation, and last maintenance date' . Number of recorded alarms and troubles' . Time and date of last alarm' . Most recent trouble code logged by the detector - 32 pOSSible trouble codes may be used to diagnose faults Automatic Device Mapping -The Signature Data Controller ISDC) learns where each deVice's serial number address IS Installed relative to other deVices on the ClfCUlt The SDC keeps a "map" of all Signature Series deVices connected to It The Signature Series Data Entry Program also uses the rnapplng feature With Interactive menus and graphiC support, the Wired CIrCUits between each deVice can be examined Layout or "As-Built" draWing Information shOWing branch wIring IT-taps). deVice types and their address are stored on disk for printing hard copy ThiS takes the 'mystery' out of the installation The preparation of "As-Built" draWings IS fast and effiCient DeVice mapping allows the Signature Data Controller to discover . Unexpected additional deVice addresses . MISSing deVice addresses . Changes to the wiring In the CIrCUit Most Signature modules use a 'personality code' selected by the Installer to determine their actual function Personality codes are downloaded from the SDC dUring system configuration and are indicated dUring deVice mapping Standalone Operation - A decentralized alarm deCISion by the deVice IS guaranteed Onboard Intelligence permits the deVice to operate In standalone (degrade) mode If Signature loop controller CPU commUnications fall for more than 4 seconds, all deVices on that CirCUit go Into standalone mode The CirCUit acts like a conven- tional alarm receiving CirCUit Each Signature deVice on the CirCUit continues to collect and analyze information from Its slave deVices When connected to a panel utilIZIng standalone operation, modules With their 'personality' set as alarm deVices (lOCI Will alarm should their slave alarm-Initiating deVice activate Fast Stable Communication - BUilt-in Intelligence means less Information needs to be sent between the deVice and the Signature Data Controller (SDC) Other than regular supervisory polling response, Signature deVices only need to communicate With the SDC when they have something new to report ThiS proVides very fast control panel response and allows a lower baud rate (speed) to be used for commUnication on the CirCUit The lower baud rate offers several advantages including . Less senSitivity to CirCUit wire charactenstlcs . Less sensitivity to nOise glitches on the cable . Less emitted nOise from the data wIfing . TWisted or shielded wlnng IS not reqUired Diagnostic LEOs - TWin LEOs on most Signature deVices proVide Visual indication of normal and alarm-active conditions A flashing green LED shows normal system polling A flashing red LED means the module IS In alarm-actIve state Both LEOs on steady indicates alarm-active state - standalone mode Testing & Maintenance - Automatic self-diagnOSIs Identifies when a Signature deVice IS defective and causes a trouble message The user-friendly maintenance program shows the current state of each deVice and other pertinent information Single deVices may be turned off temporanly. from the control panel Scheduled maintenance (Regular or Selected) for proper system operation should be planned to meet the requirements of the Authority Having Jurisdiction (AHJ) Refer to current NFPA 72 and ULC CANlULC 536 standards, Ouality and Reliabihty - Signature deVices are rnanufactured In North Amenca to stnct international ISO 9001 standards All electroniCs utilize surface mount technology (SMT) for smaller size and greater Immunity to RF nOise A conformal coating IS used for hurnldlty and corroSion resistance , ALS3 V 2 only , Retrievable With SIGA-PRO programming tool Information In thiS document IS based on speCifications believed correct at the time of publication The right IS reserved to make changes as deSign Improvements are Introduced APOGEE IS a trademark of Siemens Building Technologies, Inc @ 2000 Siemens BUilding Technologies, Inc Siemens Building Technologies, Inc. BUilding Automation DIVISion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Prmted In the USA (origin) Page 4 of 4 SIEMENS Control Relay Modules Model SIGA-CR-LG, SIGA-MCR-LG, SIGA-CRR-LG, SIGA-MCRR-LG The Control Relay Module and the Polanty Reversal Relay Module are part of the Signature Senes system They are intelligent analog addressable devices available In either plug-In (UIO) verSions, or standard 1-gang mount verSions The SIGA-CR/MCR-LG Control Relay Module provides a Form "C" dry relay contact to control external appliances such as door closers, fans, dampers etc This device does not provide supervi- sion of the state of the relay contact Instead, the on-board microprocessor ensures that the relay IS In the proper ON/OFF state. Upon command from the loop controller, the SIGA-CR/ MCR-LG relay activates the normally open or normally-closed contact The SIGA-CRR/MCRR-LG Polanty Reversal Relay Module provides a Form "C" dry relay contact to power and activate a senes of SIGA-AB4 Audible Sounder Bases Upon command from the Signature loop controller, the SIGA-CRR-LG reverses the polanty of ItS 24 Vdc output, thus activating all Sounder Bases on the data loop Standard-mount versions (SIGA-CR-LG and SIGA-CRR-LG) are Installed to standard North Amencan 1-gang electncal boxes, making them Ideal for locations where only one module IS required Separate I/O and data loop connections are made to each module Plug-In UIO versions (SIGA-MCR and SIGA-MCRR) are part of the UIO family of plug-In Signature Series modules They function Identically to the standard mount verSions, but take advantage of the modular flexibility and easy Installation that charactenzes all UIO modules Two- and six-module UIO motherboards are available All wlnng connections are made to terminal blocks on the motherboard UIO assemblies may be mounted In appropn- ate enclosures Features . Provides one NO/NC contact (SIGA-CRlMCR-LG) Form "C" dry relay contact can be used to control external appliances such as door closers, fans, dampers etc Document No 152-368P25 Technical Specification Sheet Rev 61, September, 2003 ., .,~~ MEA 8 I-L_j @@f) SIGA-CR-LG · Allows group operation of sounder bases The SIGA-CRR/MCRR-LG reverses the polanty of ItS 24 Vdc output, thus activating all sounder bases on the data loop · Plug-in (UIO) or standard 1-gang mount UIO versions allow qUick Installation where multiple modules are required The l-gang mount version IS Ideal for remote locations that require a single module. . Automatic device mapping Signature modules transmit information to the loop controller regarding their circuit locations with respect to other signa- ture devices on the wire loop. · Electronic addressing Programmable addresses are downloaded from the loop controller, a PC, or the SIGA-PRO signature program/service tool There are no sWitches or dials to set · Intelligent device with microprocessor All decIsions are made at the module to allow lower commu- nication speed with substantially Improved control panel response time and less sensitivity to line nOise and loop wlnng properties, tWisted or shielded wire IS not required . Non-volatile memory Permanently stores senal number, type of device, and Job number Automatically updates hlstonc information Including hours of operation, last maintenance date, number of alarms and troubles, and time and date of last alarm · Diagnostic LEOs Flashing green shows normal polling, flashing red shows alarm/active state . High ambient temperature operation Install In ambient temperatures up to 120 of (49 OC) · Designed to ISO 9001 standards All signature products are manufactured to stnct international quality standards to ensure highest reliability. Ground fault detection by address Detects ground faults right down to the device level Page 1 of 6 Installation SIGA-CR-LG and SIGA-CRR-LG: modules mount to North American 2Y2" (64 mm) deep 1-gang boxes and 1 '12" (38 mm) deep 4" square boxes with 1-gang covers or SIGA-MP-LG mounting plates The terminals are sUited for #12 to #18 AWG (2 5 mm2 to 0 75 mm2) wire size Compatible electncal box Wall plate, white (1-9an9) .... Q [~1", " 6\""""" "t9 SIGA-MCR-LG and SIGA-MCRR-LG: mount the UIO motherboard inside a sUitable enclosure with screws and washers provided Plug the module Into any available position on the motherboard and secure the module to the motherboard with the captive screws. Wiring connections are made to the terminals on the motherboard (see wiring diagram) UIO motherboard terminals are sUited for #12 to #18 AWG (2 5 mm2 to 0 75 mm2) wire size UIO Motherboard I Captive screws - CabInet or electncal enclosure Electronic Addressing - The loop controller electronically addresses each module, saving valuable time dUring system commissioning Setting complicated sWitches or dials IS not required Each module has ItS own unique senal number stored In ItS on-board memory The loop controller Identifies each device on the loop and assigns a "soft" address to each senal number If desired, the modules can be addressed uSing the SIGA-PRO Signature Program/Service Tool Siemens recommends that thiS module be Installed according to latest recognized edition of national and local fire alarm codes Page 2 of 6 Application The operation of Signature Series control relays IS determined by their sub-type code or "Personality Code" CONTROL RELAY (SIGA-CRlMCR-LG) Personality Code 8 - Dry Contact Output ThiS setting configures the module to proVide one Form "C" DRY RELAY CONTACT to control Door Closers, Fans, Dampers, etc Contact rating IS 2 0 amp @ 24 Vdc, 0 5 amp @ 120 Vac (or 220 Vac for non-UL applications) Personality Code 8 IS assigned at the factory No user configuration is required POLARITY REVERSAL RELAY MODULE (SIGA-CRRlMCRR- LG) - Personality Code 8 ThiS setting configures the module to reverse the polanty of ItS 24 Vdc output Contact rating IS 2 0 amp @ 24 Vdc (pilot duty) Personality Code 8 IS assigned at the factory No user configuration IS reqUired Compatibility The Signature Senes modules are compatible only with the Signature Loop Controller Warnings & Cautions ThiS module will not operate without electrical power As fires frequently cause power Interruption, we suggest you discuss further safeguards with your local fire protection speCialist Testing & Maintenance The module's automatic self-dlagnosls Identifies when It IS defective and causes a trouble message The user-friendly maintenance program shows the current state of each module and other pertinent messages Single modules may be turned off (deactivated) temporarily, from the control panel Availability of maintenance features IS dependent on the fire alarm system used Scheduled maintenance (Regular or Selected) for proper system operation should be planned to meet the requirements of the Authority HaVing JUriSdiction (AHJ) Refer to current NFPA 72 and ULC CAN/ULC 536 standards Siemens Building Technologies, Inc Typical Wiring Modules will accept #18 AWG (0 75mm21. #16 AWG (1 Omm21. #14 AWG (1 50mm2) and #12 AWG (2 5mm2) wire sizes Note Sizes #16 AWG (1 Omm2) and #18 AWG (0 75mm2) are preferred for ease of installation See Signature Loop Controller catalog sheet for detailed wiring requirement specifications Red LED (Alarm/Active) {DATA IN (+) DATA IN (-) From Signature Controller or Previous Device Data In + + Data Out_ Green LED (Normal) Red LED (Active) Siemens Building Technologies, Inc Normally- Open Common Normally- Closed Green LED (Normal) DATA OUT (+) } DATA OUT (-) To Next Device ill SIGA-CR-LG Control Relay Normally Open Common Normally Closed & & 1 234 No connections required for SIGA-MCR-LG Other modules may require connections SIGA-MCR-LG Control Relay Notes it Refer to Signature Loop Controller Installation Sheet for wIring specifications IA SIGA-CR/MCR-LG must be Installed within the same room as the deVice It IS controlling Lh The SIGA-UI06R-LG and the SIGA-UI02R-LG do not come with TB14 & The SIGA-UI06-LG does not come with TB8 through TB13 & Supervised and power-limited & If the source IS non power-limited, maintain a space of 1/4 Inch from power-limited wIring or use FPL, FPLP. FPLR. or an equivalent In accordance with the National Electrical Code !2. MaXimum #12 AWG (2 5mm') wire Min #18 (0 75mm') No connections required for SIGA-MCR-LG. Other modules may require connections Page 3 of 6 Typical Wiring Modules will accept #18 AWG (0 75mm2). #16 AWG (1 Omm2), #14 AWG (1 50mm2) and #12 AWG (2 5mm2) wire sizes Note Sizes #16 AWG (1 Omm2) and #18 AWG (0 75mm2) are preferred for ease of installatIOn See Signature Loop Controller catalog sheet for detailed Wiring requirement specifications SIGA-AB4 Audible Base SIGA-AB4 Audible Base SIGA-AB4 Audible Base - JW1 ;8';; ~JW2<;, ~JW1< ';;;2, - J'y,J, ~<E-/< , ~i~,:G\ t}~< < , J'Wi" t~, {'C); Listed 24 VDC Nominal Power Supply &. &. &. & & SIGA-CRR-LG & Signature Controller Opllonal SIGA-CR-LG for disabling/disconnecting sounder base SIGA-CRR-LG Schematic SIGA-MCRR-LG Schematic SIGA-MCRR-LG Pa.vef'" Power out UUULC Listed 24 Vdc: power supply Audible Bases - 19; JW1 JW2 6254A-003 I- D- EOl Relay ::> reqUired for l- e ::> ~ ~ SUpevlSlon e - - + + ;> ~ ~ '" '" C\ u; u; 0 0 Notes ,& Refer to the Signature controller Installation sheet for wlnng it. One Pair of Wires (24 Vdc power) & One Pair of Wlfes (Signature Data) & Single Wire 124 Vdc power) ,& The SIGA,UI06R,LG and the SIGA'UI02R-LG do not come with TB14 & The SIGA-UI06-LG does not come with TB8 through TB13 It. Supervised and power-limited & If the source IS nonpower-limlted, maintain a space of 1/4 Inch from power-limited wiling or use FPL, FPLP, FPLR, or an eqUivalent In accordance with the National Electncal Code & MaXimum #12 AWG 12 5 mm2 ) Wife, Minimum #18 AWG 1075 mm2) & End-of-Llne Relay must mOnitor and report ^ power supply trouble to control panel ~ Class B Data wlnng may be "T-tapped " Signature Data Data Out C1TCUrt + oala Out +~Il::,,& , Signature ~ Dala 2 CIrcuIt 1 + Data In _ Green LED (Normal) Red LED (Active) Ophonal SIGA-MCRR.LG 'Or S IGA-MCR.LG for d Isabhng/dlscon nectlng an audible base Page 4 of 6 Siemens Building Technologies, Inc Specifications (, Catalog Number Description Type Code Address Requirements Operating Current Operating Voltage Relay Type and Rating SIGA-CR-LG SIGA-CRR-LG Polarity Reversal Relay SIGA-MCRR-LG Mounting Construction & Finish Storage and Operating Environment LED Operation SIGA-MCR-LG Control Relay Personality Code 8 (Factory Set) Uses 1 Module Address Standby = 100>JA Activated = 100>JA 152 to 19 95 Vdc (19 Vdc nominal) Form "C" 24 VDC = 2 amps (pilot duty) 120 Vac = 0 5 amps 220 Vac (non-UL) = 05 amps North American 21j," (64 mm) deep 1-gang boxes and 1 Vi' (38 mm) deep 4" square boxes with 1-gang covers and SIGA-MP-LG mounting plates High Impact Engineering Polymer Operating Temperature 320F to 1200F (DOC to 490C) Storage Temperature -40F to 1400F (-200C to 600C) Humidity 0 to 93% RH On-board Green LED - Flashes when polled On-board Red LED - Flashes when In alarm/active North American 2Yi' (64 mm) deep 1-gang boxes and 1 '12" (38 mm) deep 4" square boxes with 1-gang covers and SIGA-MP-LG mounting plates Plugs Into UI02R, UI06R or UI06 Motherboards Plugs Into UI02R, UI06R or UI06 Motherboards Compatibility Agency Listings Use With Signature Loop Controller UL, ULC, CSFM, MEA Ordering Information Catalog Number SIGA-CR-LG SIGA-MCR-LG SIGA-CRR-LG SIGA-MCRR-LG Related Equipment 27193-11 27193-16 SIGA-UI02R-LG SIGA-UI06R-LG SIGA-UI06-LG Description Control Relay Module (Standard Mount) - UUULC Listed Control Relay Module (UIO Mount) - UL Listed Polarity Reversal Relay Module (Standard Mount) - UUULC Listed Polanty Reversal Relay Module (UIO Mount) - UL Listed Shipping Weight Ibs 04 (0 15) o 18 (0 08) o 4 (0 15) o 18 (0 08) Accessories MFC-A-LG SIGA-MPl SIGA-MP2 SIGA-MP2L Surface Mount Box - Red, 1-gang Surface Mount Box - White, 1-gang Universal Input-Output Module Board w/Rlser Inputs - 2 Module Positions Universal Input-Output Module Board w/Rlser Inputs - 6 Module Positions Universal Input-Output Module Board - 6 Module POSItions 1 (06) 1 (06) o 32 (0 15) o 62 (0 28) o 56 (0 25) Siemens Building Technologies, Inc MultifUnction Fire Cabinet - Red, supports Signature Module Mounting Plates Signature Module Mounting Plate, 1 footprint Signature Module Mounting Plate, 1/2 footprint Signature Module Mounting Plate, 1/2 extended footprint 70(31) 15 (0 70) o 5 (0 23) 1 02 (0 46) Page 5 of 6 Description (Signature Overview) The Signature Series intelligent analog-addressable system IS an entire family of multi-sensor detectors and mounting bases, multiple-function Input and output modules, network and non- network control panels, and user-friendly maintenance and service tools Analog Information from equipment connected to Signature deVices IS gathered and converted Into digital signals An onboard microprocessor In each Signature deVice measures and analyzes the signal and decides whether or not to Input an alarm The microprocessor In each Signature deVice provides four additional benefits - Self-diagnostics and History Log, Automatic Device Mapping, Stand-alone Operation and Fast, Stable Communication Self-diagnostics and History Log - Each Signature Series deVice constantly runs self-checks to provide Important mainte- nance Information The results of the self-check are automati- cally updated and permanently stored In ItS non-volatile memory This mformatlon IS accessible for review any time at the control panel, PC, or uSing the SIGA-PRO Signature Program/Service Tool The Information stored In deVice memory Includes · DeVice serial number, address, and type · Date of manufacture, hours of operation, and last mamtenance date 2 . Number of recorded alarms and troubles 2 · Time and date of last alarm' · Most recent trouble code logged by the detector - 32 trouble codes may be used to diagnose faults Automatic Device Mapping -The Signature Data Controller (SDC) learns where each deVice's serial number address IS Installed relative to other deVices on the Circuit The SDC keeps a map of all Signature Series deVices connected to It The Signature Series Data Entry Program also uses the mapping feature With Interactive menus and graphic support, the wired Circuits between each deVice can be examined. Layout or "as-bUilt" draWing information showing branch wiring (T-tapsl. deVice types and their address are stored on disk for printing hard copy ThiS takes the mystery out of the Installation The preparation of as-built draWings IS fast and efficient DeVice mapping allows the Signature Data Controller to diS- cover · Unexpected additional deVice addresses · Mlssmg deVice addresses · Changes to the wIring In the Circuit. Most Signature modules use a 'personality code' selected by the Installer to determine their actual function Personality codes 1 ALS3 V 2 only 2 Retrievable with SIGA-PRO programming tool are downloaded from the SDC dUring system configuration and are Indicated during deVice mapping Standalone Operation - A decentralized alarm decIsion by the deVice IS guaranteed Onboard Intelligence permits the deVice to operate In standalone (degrade) mode If Signature loop control- ler CPU communications fall for more than 4 seconds, all deVices on that Circuit go Into standalone mode The Circuit acts like a conventional alarm receiving CirCUit Each Signature deVice on the circuit continues to collect and analyze information from ItS slave deVices When connected to a panel utiliZing standalone operation, modules With their 'personality' set as alarm deVices (IDC) will alarm should their slave alarm-Initiating dliMce activate Fast Stable Communication - BUilt-in Intelligence means less information needs to be sent between the deVice and the Signature Data Controller (SDC) Other than regular supervisory polling response, Signature deVices only need to communicate With the SDC when they have something new to report ThiS proVides very fast control panel response and allows a lower baud rate (speed) to be used for communication on the circuit The lower baud rate offers several advantages Including · Less sensitivity to Circuit wire characteristics · Less sensitivity to nOise glitches on the cable · Less emitted nOise from the data wIring · TWisted or shielded wiring IS not reqUired Diagnostic LEOs - TWin LEDs on most Signature deVices provide visual Indication of normal and alarm-active conditions A flashing green LED shows normal system polling A flashing red LED means the module IS In alarm-active state Both LEDs on steady Indicates alarm-active state - standalone mode Testing & Maintenance - Automatic self-diagnOSIs Identifies when a Signature deVice IS defective and causes a trouble message The user-friendly mamtenance program shows the current state of each deVice and other pertinent Information Single deVices may be turned off temporarily, from the control panel Scheduled maintenance (Regular or Selected) for proper system operation should be planned to meet the requirements of the Authority Having Jurisdiction (AHJ). Refer to current NFPA 72 and ULC CAN/ULC 536 standards. Quality and Reliability - All Signature deVices are manufactured In North America to strict international ISO 9001 standards All electronics utilize surface mount technology (SMT) for smaller size and greater Immunity to RF nOise A conformal coating IS used for humidity and corrosion resistance Information In thiS document IS based on speCifications belteved correct at the time of publication The right IS reserved to make changes as deSign Improvements are Introduced APOGEE IS a trademark of Siemens BUilding Technologies, Inc @ 2000 Siemens BUilding Technologies, Inc Siemens Building Technologies, Inc LandiS DIVISion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Printed In the USA (origin) Page 6 of 6 SIEMENS Intelligent Duct Smoke Detector SIGA-SD The Siemens SuperDuctSlgnature Series smoke detector IS the most advanced and most reliable device In ItS class DeSigned for easy installation and superb reliability, SuperDuctrepresents the perfect balance of practical deSign and advanced technology. SuperDuctdetectors feature a unique deSign that speeds Installation and Simplifies maintenance Removable dust filters, conformally coated circuit boards, and optional water- resIstant gaskets keep contaminants away from compo- nents, ensuring years of trouble-free service When cleaning IS required, the assemblies come apart eaSily and snap back together In seconds A Signature Series photoelectric sensor is Incorporated Into the deSign of each SIGA-SD duct smoke detector. This sensor inherits the power and benefits of this exceptional line of intelligent deVices Signature Series sensors gather analog Information from their smoke sensing elements and convert It Into digital Signals The sensor measures and analyses these Signals and compares the Information to historical readings and time patterns to make an alarm decIsion Digital filters remove Signal patterns that are not tYPical of fires, which Virtually eliminates unwanted alarms Like all Signature detectors, the SIGA-SD features electronic addreSSing and Issues a dirty sensor warning when It reaches ItS preset limit The dirty sensor warning Indicates the sensor IS operating Within ItS speCified limits but IS In need of servIcing Document No 152-740 Technical SpeCification Sheet Rev 4, November, 2005 JI "I MEA @@<S> Features · Less than 2" deep for easy Installation and applications where space IS tight . -20 to 158 OF (-29 to 70 OC) operating range With 100 ftI mln to 4,000 ftlmln air velOCity rating assures reliability under harsh environmental conditions · Status LEOs remain VISible through clear assembly cover · Cover mOnitor SWitch for added security · Standard sampling tube spacing for easy drop-in migration from other detectors · Sampling tube can be Installed With or Without the cover In place and can be rotated In 45-degree Increments to ensure proper alignment with duct airflow · 15 2 to 19 95 Vdc operation · Magnet-activated test SWitch · One Form C auxiliary alarm relay for controlling anCillary equipment (e.g., HV AC controls) · No speCial tools reqUired for easy access to field connec- tions · Signature Series intelligence · Non-volatile memory · Automatic deVice mapping · ElectroniC addreSSing · Self diagnostics · Standalone operation · EnVIronmental compensation With differential sensing for reliable, stable, and drift-free sensitivity · Wide 0 79% to 2 46% obscuratlon/ft smoke sensitivity · Identification of dirty or defective detectors Page 1 of 4 When the detector's ability to compensate for environmental changes has reached Its limit, the duct smoke detector signals a trouble condition The SIGA-SD also uses differential sensing to prevent gradual environmental changes from tnggenng unwanted alarms A rapid change In enVIronmental conditions, such as smoke from a fire, causes the detector to signal an alarm state, but dust and debns accumulated over time does not change alarm sensitivity Each Signature Senes SuperDuct detector contains a micro- processor that performs comprehensive self-diagnostics and stores the results In nonvolatile memory Stored results Include details such as hours of operation, last maintenance date, and number of alarms and troubles. ThiS information can be retneved and reviewed when deSired The detector assembly cover provides easy access to the smoke sensor, Its wiring connections, sample and exhaust tubes, and the smoke chamber Itself Air enters the assem- bly by means of an air sampling tube (ordered separately). and eXits by means of a SIx-Inch exhaust tube (Included) Air enters the detector's sensing chamber through a sam- pling tube (ordered separately) that extends Into the duct and IS directed back Into the ventilation system through an exhaust tube (Included) The difference In air pressure between the two tubes pl!"s the sampled air through the sensing chamber When a suffiCient amount of smoke IS detected In the sensing chamber, the detector Initiates an alarm The sampling tube may be Installed from either the duct Side of the assembly or from inSide the sensor compart- ment, as preferred by the Installer (The exhaust tube must be Installed from the duct side) Sampling tubes may be rotated In 45-degree Increments so that air-holes can be aligned to allow the unit to be mounted at Virtually any angle relative to the air flow In installations where the duct smoke detector's controls and indicators are hidden from View, a remote test station or an LED indicator can be connected to the detector to prOVide these functions Remote Test Stations Labor-saVing Remote Test/Reset stations prOVide alarm testing from the convenience of a remote location Tests can be per- formed qUickly and safely - Without haVing to climb to the roof Magnetically-operated ~ and key-operated one-gang models are available Signature SuperDuct detectors are also compatible With SIGA-LED remote alarm LED Page 2 of 4 Application SuperDuctdetectors are Ideally SUited to duct smoke detec- tion applications where early Indication of combustion IS required Within the confined space of ventilation ductwork Its pnmary purpose IS to prOVide early warning of an Im- pending fire and to prevent smoke from CIrculating through- out the building It IS tYPically used to detect smoke In the supply Side of the HVAC system but can proVide supervI- sion of the return Side as well Alarm relay output Remote test station FACP SuperDuctdetectors continually sample airflow In the HV AC duct and Initiate an alarm condition whenever smoke IS detected An alarm IS activated when the quantity (percent obscuration) of combustIOn products In that air sample exceeds the detector's senSitiVity setting. Air velOCity In the duct as low as 100 ft/mln maintains adequate air flow Into the sensor smoke chamber through air holes In the air sampling tube and discharges through the exhaust tube. SuperDuctalr sampling tubes must be In- stalled With the Inlet holes faCing the airstream Sampling tubes may be rotated In 45-degree Increments so that alr- holes can be aligned to allow the unit to be mounted In Virtually any angle relative to the airflow SuperDuctsensors are engineered to operate optimally under the harsh environmental conditions frequently found In HV AC ductwork Nonetheless, before Installing the detector, test the duct air velOCity, temperature, and humidity to venfy that It IS Within the operating range of the SuperDuctdetec- tor Consult the SuperDuctlnstallatlon sheet for details WARNING Duct detectors have speCIfiC limitations Duct detectors are not a substItute for an open area smoke detector Duct detectors are not a substitute for early warning detection or a replacement for a bUilding S regular fire detectIon system Smoke detectors are not deSigned to detect tOXIC gases which can buJld up to hazardous levels In some fIres These deVices Will not operate Without electrical power As fires frequently cause power interruptions, Siemens suggests you diSCUSS further safeguards With your local fIre protection speCialist Siemens BUilding Technologies. Inc SIEMENS Optical Beam Smoke Detector FIRERAY 2000 The Flreray 2000 IS a projected beam smoke detector designed to detect smoke In a large volume The system IS comprised of three pieces, a transmitter head, a receiver head, and a control box. The transmitter projects a modu- lated Infrared light beam to the receiver At the receiver, the signal IS sent to the controller, where it IS analyzed If there IS smoke In the beam path, the receiver's signal IS reduced by a level proportional to the density of the smoke. When the signal strength IS reduced to a level between the obscuration threshold and 93% for more than 8 to 10 sec- onds, the fire alarm output relay IS activated. The alarm obscuration threshold may be set at 25%,35% or 50% obscuration, depending on the application Reduction In signal strength below 93% IS indicated as a fault condition The controller IS designed to mount near ground level where It IS convenient for maintenance The controller IS powered by the fire alarm control panel (FACP) and returns both alarm and trouble signals to the FACP via relay contacts The controller features an automatic gain control that automati- cally compensates for component aging, and dirt on the optical surfaces The optional Installation aid IS used to qUickly align the beam and a test card IS supplied with each controller to perform functional tests Features · Coverage up to 330 ft x 50 ft - 16,000 ftz · Use with prism reflectors · Supervised · Automatic gain control · Alarm and trouble contacts · Controls located at convenient level · Wide beam angle Simplifies alignment and provides stability · Lowcurrentconsumptlon Document No 152-566P25 Technical Specification Sheet Rev 3, March, 2004 I @&(f Application Projected beam smoke detectors are Ideal for large volume applications such as atria, warehouses, factories, churches, power stations, and industrial plants Detection time de- pends on a number of factors including the location of the detectors within the protected area, the volume of smoke produced by the fire, roof construction and the ventilation arrangements For flat ceiling applications, smoke typically makes ItS way Into the detection beam from the pOint on the ceiling directly above the fire due to air currents and heat layering effects At the maximum range of 330 ft (100m) the diameter of the beam IS approximately 10ft (3m). For reliable detection, the maximum distance either Side of the beam aXIs has been determined to be 25 ft (7 6m) USing thiS spacing Yields a maximum total coverage area of 16,500 square feet (1 ,524m2) Smoke layering IS overcome by mounting detectors such that the beam IS below the heat layer and projecting Into the smoke layer For flat ceiling applications the system IS designed to be mounted approximately 19 Inches (482mm) below and parallel to the roof or ceiling Detection time IS Increased In bUildings With peaked roofs should a fire occur at the fringes of the protected area No more than approximately 10ft (3m) of the beam path should be Within 19 In (482mm) of any wall or partition and the centerline of the beam Page 1 of 2 When access to the opposite wall IS restricted or where wiring IS difficult, the transmitter may be Installed adjacent to the receiver A prism IS then mounted on a far wall and used to reflect the Signal from the transmitter back to the receiver When prisms are used, maximum beam length IS reduced as shown In the speCification table Typical Wiring Shielded cable recommended for all winng The control unit must be grounded to the power supply. Terminate shields outSide the control cabinet at the cable clamp Do NOT let shields enter the cabinet Use metal junction boxes only, no plastic boxes permitted. Relaywlrlng --- -- --- as required CABLE CLAMP SIG~VEL LOW 0 HIGH o 0 TESTIRESET ON c::JOFF sws R +V Rx y B A TROUBLE ~D {~~ I ~ 1 N/C ~ COM B L E ~ S 2 + U 4 P v -L P d l c y SIGNAL Rx OV Rx ALARM LATCH ~ COMP 25% 35% >0% Tx ~ TEST METER + EXTERNAL - RESET B R g~~~ CABLE CLAMP , ,- _ ---:::1--- -------- -VE +VE (OV) (24Vdc) May be same P S U as for control Unit PS U. (24 Vdc) Remote reset SWitch or relay close momentanly to reset -VE -== +VE (OV) - (24Vdc) PSU Ordering Information PIN Description Ship Wt Ib (kg) 85 (3 9) 22310-18-01 Beam Smoke Detector Controller with Heads Beam Alignment Aid Prism - Beam Detector 1 (45) 03 (14) 0201-01-A 23901-00 Specifications Controller Power Requirements Standby Alarm Output Relays Alarm Trouble LED Indicators Reset DimenSions (HxWxD) Weight Environment Temperature Humidity Detector Heads Beam Width Length Alarm Threshold Wiring Requirements Transmitter Receiver 8.5mA 14.5mA Form Crated 0.5 A @ 30 Vdc Form Crated 0 5 A @ 30 Vdc Alarm Signal High Signal Low Fault Conflgurable, manual or automatic 10.5 In (260 mm) x 8.5 In (210 mm) x 3.5 In (89 mm) 5 Ib (2.25 kg) 250 F to 267" F (_40 C to 1310 C) 93%RH, Non-condenSing 25 ft (7.62 m) either Side of transmitter centerline 33 ft (10m) to 330 ft (100 m) 25%, 35%, or 50% obscuration 2 conductor twisted-shielded, 18 AWG (0.7! mm2) 3 conductor twisted-shielded, 18 AWG (0.7' mm2), 330 ft (100 m) max. Power ReqUirements Transmitter Receiver Dimensions (HxWxD) with Bracket Weight with Bracket EnVironment Temperature Humidity Beam Ranges uSing Prlsm(s) 1 Prism 4 Prisms In a square 6 Prisms In a rectangle Construction 5 mA @ 24 Vdc Nominal Supplied by controller 3 75 in (95 mm) x 3 25 In (83 mm) x 4 In (101 mm) 140z (400 g) 250 F to 267" F (_40 C to 1310C) 93%RH, Non-condenSing 6.5 ft (1.98 m) to 82 ft (25 m) 82 ft (25 m) to 115 ft (35 m) 115 ft (35 m) to 148 ft (45 m) ZinC Alloy housing finished In white ename Prism DimenSions (HxWxD) 41n (100 mm) x 4 In (100mm) x 5/16 In (9mm) ~ Information In thiS document IS based on speCifications believed correct at the time of publication The right IS reserved to make changes as deSign Improvements are Introduced APOGEE IS a trademark of Siemens Building Technologies, Inc @ 2001 Siemens BUilding Technologies. Inc Siemens Building Technologies, Inc. BUilding Automation DIVISion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Printed In the USA (ongln) Page 2 of 2 SIEMENS Heat Detectors Rate-of-Rise and/or Fixed Temperature 280B-PL Series The 280B senes of fire alarm Heat Detectors provide high quality. reliability. and the ultimate In design and decor The low silhouette and pure white finish blends with most ceiling styles to provide an inconspIcuous Unit These Heat Detectors are available with 13soF (S7"C) or 1940F (90oC) ratings. for fixed temperature. or combination rate-of-rlse and fixed temperature operation All 280B series models are single pole with normally open contacts. Features UL listed for SO ft (lS 2m) spacing . Single pole - normally open contact Low profile Pure white finish Mounting flexibility with screw terminals Easy tWist-on Installation Positive alarm Indication - for fixed temperature element On-site testing of rate-of-rlse feature Technical Specification Sheet Rev 2. February. 2000 Je' -:-:- -M~A<8>@. U____" Operation RATE-OF-RISE A temperature Increase at the detector of lsoF (90C) or more per minute activates the rate-of-rlse feature This closes the contacts In the detector to transmit the alarm condition to the fire alarm control panel When the rate-of-rlse element alone has been activated. the detector IS self-restOring Refer to speCification table for applicable models FIXED TEMPERATURE: If the temperature of the center disk rises to the detector's rated temperature. the fixed temperature element activates This closes contacts In the detector and transmits the alarm condition to the fire alarm control panel. The fixed temperature element IS non-restorable and. when activated. the detector must be replaced The need ~or replacement IS Indicated when the center disk has fallen free from the detector Refer to speCification table for applicable models Application Information Heat detectors are most SUitable for environments where rapid fire development can be expected When selecting the location on the ceiling for the heat detector. do not locate In direct path of hot or cold air flow Refer to the detector speCifications for the recommended maximum spacing Earlier detector response may be obtained by redUCing the spacing between detectors Use For Property Protection Only 1 DANGER - ThiS deVice dDes nDt protect life against fire and smDke In mDst fires. hazardDus levels Df smDke, heat and tDXIC gases can bUild up befDre a heat detectDr wDuld Inrtlate an alarm Independent studies Indicate that heat detectDrs ShDUld Dnly be used when prDperty protectlDn alDne IS InvDlved In cases where life safety IS a factDr. the use Df smDke detectDrs IS recDmmended The Intended use Df the Heat Detector IS tD prDvlde Dne SDurce Df InfDrmatlDn that IS supplemental tD smDke detectlDn tD Increase the probability that an early warning Will be prDvlded SD that property can be safeguarded Heat detectDrs dD nDt always detect fires because the fire may be a SIDW smDlderlng. IDw heat type (prodUCing smDke) Dr because they may nDt be near where the fire Dccurs. Dr because the heat Df the fire may bypass them ThiS detector Will nDt detect Dxygen levels, smDke. tDXIC gases. or flames AccDrdlngly. thiS deVice ShDUld Dnly be used as a part Df a broadly based program Df fire safety which wDuld Include a variety Df SDurces Df InfDrmatlOn Dn heat and smDke levels. Visual Sighting Df the fire. extingUishment systems, and Dther safety measures If they'are spaced In accordance With the dlrectlDns In the Detector SpeclficatlDns table. they can cDntrlbute, Within an Dverall fire safety program. to redUCing the nsk Df aVOidable property IDsses Under nD CIrcumstances ShDUld these deVices be relied Dn as the sDle measure tD ensure fire safety Danger Will result If these deVices are relied Dn tD any degree fDr the prDtectlDn Df human life 2 DANGER - ThiS deVice dDes nDt cDntaln a bUilt-in Signal Alarm Signals can Dnly be generated by IntercDnnectlDn With separately Installed Signalling deVices 3 DANGER - ThiS deVice Will nDt Dperate wlthDut electrical pDwer, and fires Dften cause cutDffs Df electrical pDwer ThiS deVice does not contain a battery backup power supply If the electrical CirCUit feeding the deVice IS cut. Dr IS nDt prOViding power for any reaSDn. thiS deVice Will nDt detect heat Dr prDVlde any warning Df a PDsslble fire, nDr will It prDvlde any warning that It IS nDt functlonrng 4 DANGER - The rate-Df-nse feature Dn the Heat DetectDr IS subject to failure Dver time The rate-Df-rlse feature ShDUld be tested by a qualified fire prDtectlDn specialist annually tD ensure that It IS In wDrklng order Document No 152-397P25 Page 1 of 2 Mounting Mounting uSing metal mounting plate TO INSTAll OETEGTOR - MATCH ARRQlNS ON DETECTOR AND MOUNTING PLATE PUSH UP AND TUAN CLOCKWISE 'J ' , ' I ...u'- ------.... 1.\... I ELECTRICAL BOX (Nol Supphedj The 280B series Heat Detector comes standard with a white plastic reversible mounting plate. The plate IS designed for surface or Flush mounting and InstaJls directly to a standard North American 3-1/2" or 4" octagon box Once the mounting plate IS fixed, a Simple tWiSt will lock the detector In place It can be removed uSing a screwdriver to release the tamper-resistant locking Finger. This helps prevent unauthorized removal The optional metal mounting plate has Four legs that can be bent up to accommodate exposed wIring uSing limited energy cable The plastic mounting plate IS molded to accommodate exposed wIring. When mounting to a surFace mounted octagon box (1-1/2" (38mm) deep maximum) the 6253 Trim Skirt can be used as a decorative cover. A 6252 Surface Trim Ring IS used to adapt the detector to fit a standard North American 4" square box TO REMOVE DETECTOR - LIFT lOCKING FINGER Wm-l SCREW DRIVER TIP AND TURN DETECTOR COUNTER- CLOCKWISE Flush Mount Conduit Wiring Ordering Information 0145" (4mm) -H- 1 4112" ] Catalog Number 281B-PL Description Shipping Weight 1 0 Ib (0 Skgl 1 0 lb (0 5kg) 1 0 Ib (0 5kg) 1 0 Ib (0 5kg) FROKT VIEW Metel Mounllng Plate p"" 28D-MPL (orderlSeparately) Heat Detector, 1350F (57"Cl. Combination Rate-of-Rlse and Fixed Temperature Heat Detector, 1940F (900Cl. Combination Rate-of-Rlse and Fixed Temperature Heat Detector, 1350F (S7"C), Fixed Temperature Only Heat Detector, 194 OF (900Cl. Fixed Temperature Only Detector Accessories 6252 Surface Trim Ring 6253 Decorative Mounting Skirt 280A-PL PlastiC Mounting Plate - White, Reversible 280A-MPL Metal Mounting Plate - White, Reversible o 25 Ib (0 1 kg) o 25 Ib (0 1 kg) o 251b (0 1kg) o 251b (0 1kg) SURFACE T ~I~NTING", .' "~I FLUSH MOUNT BREAK AWAY 2 SECTIONS FRONT VIEW ON CIRCUMFERENCE Plashc ReverSible Mountmg "Plate Cel No 2BOA-PL 282B-PL 283B-PL 284B-PL ----i 1- 21132" (S2mm) Specifications Catalog Number UL Temperature Rating UL Max Ambient Temperature at Ceiling Detector Type - see note D UL Recommended Coverage UL Recommended Spacing UL MaXimum Distance from Wall Contacts - Rating 281 B-PL 282B-PL 1350F (57"CI 1940F (900C) 1000F (380C) 1500F (660C) Fixed Temperature and Rate-of-Rlse 283B-PL 1350F (57"CI 1000F (380CI Fixed Temperature Only 2,500 ft (232 m ) - see note A 50 ft (152m) - see note C 25 ft (7 6m) - see note B Single Pole Normally Open 3 0 amps at 6 to 125 Vac, 1 0 amps at 6 to 24 Vdc, 03 amps at 125 Vdc, 0 1 amps at 250 Vdc Indoor - Dry 284B-PL 1940F (900C) 1500F (660C) Operating EnVironment Note A - MaXimum detector coverage has been determined by UL to proVide detection time equal to sprinkler deVices spaced at 10ft (3m) Intervals on a smooth ceiling 15 ft 9 In (4 8m) high Higher ceilings can adversely affect detection time In some Instances, earlier detection time may be obtained by redUCing the spacing between the detectors (See AppendiX C, GUide For Automatic Detector SpacIng, NFPA 72E, Automatic Fire Detectors) Note B - MaXimum distance shown IS from any wall partlon or ceiling projection extending down more than 18 Inches (457mm) Note C. FM rates thiS detector at 30 Ft (9 14m) spacing ThiS IS the maximum FM rating available Note D - Rate-oF-Rise rating IS 150F (goC)/Min Self RestOring InFormation In thiS document IS based on speCIFications believed correct at the time of publication The right IS reserved to make changes as deSign Improvements are Introduced APOGEE IS a trademark of Siemens BUilding Technologies, Inc <fJ 2000 Siemens BUilding Technologies, Inc Siemens Building Technologies, Inc. LandiS DIVISion 1000 DeerFleld Parkway Buffalo Grove, IL 60089-4513 Printed In the USA (origin) Page 2 of 2 SIEMENS Multi-Voltage Control Relays MR-100 & MR-200 Series The MR-Senes Multi-Voltage Control Relays offer SPOT or DPDT 10 Amp contacts which may be operated by one of four Input control voltages A single relay may be ener- gized from a voltage source of 24 VDC, 24 VAC, 115 VAC or 230 VAC by winng to appropnate Input terminals. Each relay position contains a red light emitting diode (LED) which indicates the relay cOil is energized. Relays may be "snapped apart" from a standard 4-module assem. bly and used independently. These devices are Ideal for applications where local con- tacts are required for system status, remote contacts for control of electrical loads and general purpose sWitching They are suitable for use with HVAC Temperature Control, Fire Alarm, Secunty, Energy Management and Lighting Control Systems. Features . Each relay position may be energized from one of four Input voltages . Each relay position contains a red LED which Illuminates when the COrllS energized This provides a timesaving convenience when checking an Installed system, no metenng IS required. . Single, dual or triple relay modules may be "snapped apart" from a standard 4-posltlon master . SPOT or DPDT relays available . Available In dustproof metal enclosures with LED viewing port . Track mounting hardware to faCIlitate Installation In standard cabinets . U L recognized relays rated at 10 million mechanical operations . U L1llsted as control unit accessory Document No 152-353P25 Technical Specification Sheet Rev 1. December, 1998 / MR-101/T MR-101/C, MR-201/C MR-104/C, MR-204/C Ordering Information MODEL MR-l0l/T DESCRIPTION Single SPOT relay with LED and track mounting hardware Single SPOT relay with LED mounted In metal enclosure 4-posltlon SPOT relay with LEOs and track mounting hardware 4-posltlon SPOT relay with LEOs mounted In metal enclosure Single OPOT relay with LED and track mounting hardware Single OPOT relay with LED mounted In metal enclosure MR-l0l/C MR-l04/T MR-104/C MR-201/T MR-201/C "41(~.. I MR-204/T 4- position OPOT realy with LEOs and track mounting hardware 4-posltlon OPOT relay with LEOs mounted In metal enclosure MR-204/C Page 1 of 2 Installation Wiring (TYPICAL FOR ONE MODULE POSITION) MR-101 (MR-104) MR-201 (MR-204) it!' SPDT Contacts 10 AMPS @ 115V AC DPDT Contacts 10AMP@115VAC / '\. ~ : [0001: :.D: I I 1 CJ I I CJ 1 I 100001 1 I. 0 24 115 230 .1 ~ ~ . . 1 NO C NC NO C NC I 1100000011 "RELAY 1 D I ENERGIZED" ----- 1 . I INDICATOR I I I c=::::J I 1 c=::::J I I 100001 I I . 0 24 115 230 . I ~ Input Control Voltage Input Con trol Voltage 24 VQC 24 VDC 24 VAC - 24 VAC - 115VAC - N 230VAC - H 115VAC - 230VAC - TERMINAL STRIP CONNECTIONS TERMINAL STRIP CONNECTIONS Specifications Power ReqUirements MR-101 Position 15 mA @ 24 VAC, 24 VDC, 115 VAC, 230 VAC MR-201 Position 35 mA @ 24 VAC, 24 VDC, 115 VAC, 230 VAC MR-101 U L Recognized SPDT MR-201 U L Recognized DPDT 18 ga CRS, plated with 1/2" conduit knockouts (top and botton) 10 Amps@ 115 VAC -580F to 1850F (-500C to +850C) U L Listed control unit accessory MR-101/T and MR-201/T 30" (76mm) H x 2125" (54mm) W xl 5" (38mm) D MR-104/T and MR-204/T 30" (76mm) H x 85" (216m) W xl 5" (38mm) D MR-101/C and MR-201/C 6125" (156mm) H x 325" (83mm) W x 2 5" (64mm) D MR-104/C and MR-204/C 6 125" (156mm) H x 95" (241 mm) W x 2 5" (64mm) D Relays Enclosure Contact Rating Ambient Temperature Approvals DimenSions Information In this document IS based on speCifications believed correct at the time of publication The nght IS reserved to make changes as deSign Improvements are Introduced APOGEE IS a trademark of Siemens BUilding Technologies, Inc <&! 1998 Siemens BUilding Technologies, Inc Siemens Building Technologies, Inc. LandiS DIvISion 1000 Deerfleld Parkway Buffalo Grove, IL 60089-4513 Pnnted In the USA (ongln) Page 2 of 2 Permit #05-432 Peninsula College Science & Technology Building Special Inspection Reports .. ~KrazaIl & AssociatesT,' IncL, FIELD REPORT NO: 66745 DATE 7111HY 0Zd~~ PROJECT#: Id6- tJs-/J9 PROJECT ..$c.IEA/c.G' AH~ '7$'e#".,t7Ud'-; LOCATION p~ NvruU'/- C~ ~UE II ~ KRAZAN PROJECT MANAGER: ft7 ,,~{) CONTRACTOR' JURISDICTION. ..or ..9/V~~~€f PERMIT#. 6/~~B' INSPECTOR /? $""": E~ Y WEATHER: r..~$ H,e f~1t J/~ PHO GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERNG CONSTRUCTION TESTING AND INSPECTION TEMP. 6::J J "1'1' S"/re ~"R r?.I)Ec/AG- .f,fl/S-/,E:~r;t:f}A/ ",-:' ~~/A/~/2CLL) ct)/vc~erE /'tA-cc~/Ehr- ~r s: (). t;. 1/1/ U/6'NCk 8'U/~J:>)A/~) 8.s- t7:J i).r; II -hJ 1::S. ~N/) # -hJ ..f. II -r<, /.2.. At.$ e r'~Ae~ /) . .$' r&m t...Il9u .!,~e; ""N /A/ , , "-/Ec# 8'tUGD"V~. . -r t~N~ /~" 1.7, I. 7L,,'V~. .:r~d K. tf'c/A/;eQ;eeUu~A/r . / } , ." .fNS"P~~ t)H RHI/n-~ ()~. rR ~~ 7~:2 # A'U),r/4N#II~ ~dN($~rlUJ'IV"t!:- 4",R ",,11/ , 12 t.INe N4TLb 1# ~ M~ 41!,4d,er: tI/5~h';/1&I) 70 .Ifi,; /N /'~I9e::..tC. K,#/,y;6,ec.~- IMENr' ~~"v..e"I€~/;vd n 5"-~L f)/2.A-WNV~S. ~<;?) ~""'~/Jf' d"& ANtI'LU5 14I1J<:: c- 9~YS-#:2 ~".> Pt-I9c.eb gy lJ4C#44 ,PUW'l~ ".J,7"N . tllV.e. C'4Nc;e~r,c C4Nf"~N),,"7Zj) d'r' HlEcNA,v,.C.A-<:" V/~"eR'7?tf1A/, ~&#C4e&rE- W77S -r~ sTt€,o h;e ~1'J{~$.RHn<A,E ~N.o Jt:-uPljJ, t:)N'~ 3;cr t!),c h(,A~ D~~PJeIl:$.II~A/ S ~~P?~ $' 1U~/2~ &Asr:- R c ~~,€ LN~ CI? /()'I()'I /b~ :2tf' /)19~ Q;#t,o/U'f$I'U~ S/',e.eH(;"-rH, I EquipmenVAsset Number(s): To the best of my knowledge, the abov~/ WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements roc"nldaL ~) Serving the Western United States Superintendent/Representative: 1501 FIeld R<'!Wlfdo( Revl<,lon I Ettectlve D,lte 5/25/05 The IOtonndl1oll DIOVldccl 011 thl\ renOlt 1\ nrePJlcd tor the cxdu'Ilve lI"e of the chelll rill', report mJY not be rcplodlH..ed In ,my tOllllut wlthotH the \vntten pCIITII\\lOn of the client _lOLl Kr.\L<lI1 & A.....,oUJtc') CYLINDER REPORT NO.: 10404 ~I<razan & . Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION tic I'V1 () 6/~ ~8 /? $".c~?Y pr A/I/,~~f C?h A-j? DATE' t! #fAY ~(/~ PROJECT #: I~~ -t/S-/:!9 PROJECT. Sr_h~' /Vcr hI/:) 7i{"c.HNdI.lTG V LOCATION. /"tDVII'IS"tU..H- CO~6',c KRAZAN PROJECT MANAGER' -7/5 CONTRACTOR. PERMIT NO . INSPECTOR. JURISDICTION: WEATHER: $tL) TEMP: ~o S Field Data Concrete I Supplier I ;:}tf/G/i'J.,~5 Reported Batch Data C I I - /1 ement Type Site MIx D Design I MIX No Cem Ibs I F Ash Ibs I C agg Ibs I C agg Ibs 21 C agg Ibs 31 Sand Ibs I Water I Admixture /P <; f 7 Other I Air Ent (ozJcwt) I Other I I Plant No. I / MIX Air Unit Temp. Temp. Wt. (F) (F) (pet) Icm[ll]l- Slump Time Truck # Ticket # % Air (In) I cf:.20 I~ 9J lillY'll? II ~/A II 6.r Placement Area Location $"Clllf!N&c ,tp $".,(),t;" 4'..r~ /)..s- ~ /I ,-.(),r~.... . ~ rr-,. II ~tJ I)... Rj{ltV~.4.e.f:I'WAN"- ({)~AI~c 'l!t4~r()~ ) I /" Il. ~~ 7'12. . FI4If't;'tlilJ i.s- 'IV C~ 41' II Remarks f't~CIE/) 4,c..I '1>>* P~M.f -I- tll'\I~ (/1'lCl9r,eJ), :1~ ()~,gt'/)S. fc = (J,"'7 Please refer to Field Report No. 667yr Water Added on Job (gals.) Field Test Methods ASTM C143 ~ ASTM C138 D ASTM C1064 ~ ASTM C173 D ASTMC31 ~ OtherD Inspector Design Strength I If d(/O Max Load I @ 28 days Camp Str, (pSI) II II II II II II Date Specimens Rec'd It (9 ~r I Break Laboratory II Type Test Method ASTM C39 I X. I ASTM C1 09 D ASTM C617 D ASTM C1231 ~ ASTM C1019 D Other I I Laboratory Data Cyl Test Field Code Date Cure ~ Dim I ~LZJI''''.211 I ~DrmEEI I ~D[ill I I IDUJD - I 110001 II 110001 II Remark', Tested By CF 101 101 101 101 101 101 Area Set# 101 101 II I 101 II I IDDD IDDD IDDD I I 4 Shear [Z] Test Results D Conforming D Non-Conforming I 1 Cone I X I 2 Cone & Spilt I ^ I ASTM C39=Cores +j- 8% Date Reviewed I 3 Cone & Shear I! I Results Reviewed By 5 Columnar (Split) []J Codes for Break Types Measurement Uncertainties ~KrazaIl & Associates', Inc\ I FIELD REPORT NO: 667 42 ! GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR V6M/tiJ JURISDICTION ,Pr" 19/V6'~U..) 6 I~ Stf I! S" lEI: kc,/ C t,1E-M DATE' ff' ~JYI :2tJ~~ PROJECT # / ~6 - /./f/.3' , PROJECT S-t:./Mva-- A7vo ~e.IINrU/(f y' LOCATION: ,Pt&1ft'NffAL..11' U(,.U(;e. KRAZAN PROJECT MANAGER' fa , I I I TEMP. n fI I I ~'" S>rt, ~R ,f,iINI':;,~aAA/;:/I./r IA/r~~t:..:t,()/.t ~" ..5:0.(;;. s~CrIfJKS I IN SCI&-PC,z g,.ol J:> l;.Ie, /fit IPS /1.5" ~ /),S- AN/..) H +o.:r: II #J 101 (, ,;y~ $ . I 1S'".:/;/~/qA. 6H-.t~//C.12 //1./ j)tAeL -rHIZt/(;(<;J'/t?LA"; S~.5 ''''-I4/'.u:>. dTd..I?'"Y' I ftt.N-f-. -r/?fi'ft,,v.5 7lf~.f.,D'. hA-1'J4. kSt,A(...4rthl /!?()M 1) 1/vrmar:;/) /1-r . ~lA-"n}4-r/~N t(.nu...s. RIVLJ :l' /Ir1/l. ,~fxl.. tA,4IL)/S.~ S1.41'l. /J;t/~/R,tJCt~#I $4' r / ~ 'I .8 4-,fs I9--r /if 1/ tzt::, ~II Wk~ ff4/-,;J~,en:.tJ tiN' I)tt)~t',cs~ pj//i. S..(c.f/fI/V. .!lIf:,'r AUNt; I~ {.",vL 7'l) #;t}v/E 1. htJPJ-r/dIl/'+t... / !,&ON6IrK,)IN4L #~ ,tJf)LJ~/); '/'111'.> -'ltJ .BL'-r$/f/~I'~/J /'~t'tI~ 777 CtT,,(fC€.I{7~ Pt-A-Ci:a1;[N7 '1 tVll9Y tJ(,. , PERMIT #: INSPECTOR' WEATHER. I EquipmenVAsset Number(s): To the best of my knowledge, the abov6i:J / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements, Technician' L ~ Serving the Western United States Superintendent/Representative: /50 I Field Reru)I t dOL Revman I EttectlVe Date 5/25/05 rh", mtnrm llllm nlf\\!lrlpd rm th,<. rf"nnrt 1\. nrpn l1f'd fnr thf' 1''1:"( hl<.lVf' 11,(' ot the Lhent Th,'> reoOlt mdV not be reofoduced In .mY tOlIll,lt without the wntten perml......lon ot the chent .me! Kr.\7.m & A.....,O(..1.ltc<, ~Krazan FI ELD REPORT NO: 667 46 & AssociateS', Ino. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE /1 PtI'lY cXctJ6 PROJECT # 1~6 -Of? J 7 PROJECT .Y~/4/'1~6: MIl> 77!:G#/V()l.-t1~ P LOCATION: jPr,N,NfUU1 CtJU~~.E KRAZAN PROJECT MANAGER: .:::rg I I I I I (5/\I..slrE n,f ~~ECI4t, f#s~ECfitYV t)/ n"c#N~LtJ~Y L?u/~P/#~ I $". tJ. t::.) E.17'l> J; f J'i> ~ EXct#1.oh'V~ ~,4/S"e:.o $(.A/S .#r 1n.7; .Y~ y. I .ptP:;c~o gL-' L/b/)I'M J'luyp A~,/) L/NE. YI'9.A1)/f dI9M/,//( LN ~C/k;/E' I , r,t//2"bld;/~e.1r r5U9/3 /I/?LI9. 147/?Jry/ PE#h'")7C,4?'"......d.lVJ'" ~P~..D. .PC'/} I ~fil/EL' C/:;/>)t:-L~,e V b~64.K .f,.p ,-PL~c..e ~4tJJ-(t;# db< r:- RE/N~~~""ENr I Ar rj),,~ ~r f'l'1lf.&'i) SlAg I't:;e P'€7-'h'~ /02/.s.s-d/. 410, ~'/Y?79NV~ I H$uZp4~c5#. CtJMctelS~ w,if..s 7'E$'/$,P ~A" 7Z;#~,,6'Af!Ar~ ANL) Jt:.M.rltA I I?,v.$. S$T 1tJ,F H~ CI?HAjJ/l6JJ'It/~ .5"7'~&NtGTH .<;A-M~&.-/.Es cAs;T;" I RE'&EtetfNc.€. ~,.v'cte67l5:. Re-~Q~r h"~~ c,( 1t:J~Q.r ~ rcS'r ~A-r,l1. I /pr YA-If.I>.r .4N~E(..ES #1/ JC. r- Utlf":/I:.-:l w"J-I ;;'G~J4A'UH I'~,+~D. I I #t!.p CONTRACTOR V/E'Me; JURISDICTION. ,PI.: R~L LL.> PERMIT # -t/6 Ji'S" INSPECTOR. ;:? ..rC:-.E' ~ Y WEATHER: ~ e:;/o)6 r TEMP S-/ II I EquipmenVAssel Number(s): To the best of my knowledge, the abovt(!jfj)/ WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements, Superintendent/Representative: Teehnocia'!::?' ~ I~ Serving the Western United States /50 I Ttefd Repol t dOL RCV\<;lOn I Ettectlvc D,lte 5l25105 Th" 'ntn,m ,lInn mml"lr>-d nn tl"., rf'nnrt I, n!r>n'lrpr! 1m thl', xllll<;IVf' 11\(' lIt fhe (hf'nt Thl" Lenort In.LV not be rCOlodlKCd m .IllV tOIl11<lt without the wntten pClml:"..,Hm 01 the dlcnt .IOU Kr.IL.lll &. A..,,,ouJ.le.., CYLINDER REPORT NO.: 10405 ~I<razan & Associat'es, I'nc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE II J41;?V ~(J~ CONTRACTOR: -dtMO PROJECT#' lOb -0S-/39 PERMIT NO.. ~/~ ~~ PROJECT S't:-If'IV~~ ';N./) rE("H)V~~~rI ;~INSPECTOR: ?~N >.ECz..tr" LOCATION: PEN//fftll-;4 &LL/~tS.e JURISDICTION: ff: - AAIt:6~t!~~S KRAZAN PROJECT MANAGER' .'77f" WEATHER. t!!) e ~S'r TEMP: .H; -:f Reported Cement Type I Site Mix D Design I MIx No Cem Ibs I F Ash Ibs I C agg Ibs I C agg Ibs 21 C agg Ibs 31 Sand Ibs I Water I Admixture 11'117 Other IN.r.1 ~ Air Ent (oz/cwt) I Design Strength I ~()t:l~ I @ 28 days Date Specimens Rec'd. I/~ 'I1rJ r:' I Max Camp Tested Break L b Load otr, ( Sl Set# DOe a oratory I 0 Test Method . ASTM C39 I.2{J II 1001 I ASTM C109 D II 101 II I ASTMC617 D II 1000 ASTM C1231 ~ II 1000 ASTM C1019 D II 1000 Other I I I I 4 Shear [Z] Field Data Concrete I Supplier I AN' I'1i' u~~ Other I I Plant No. 1 / Time Tru'ck # MIX Air Slump Temp. Temp. (In) (F) (F) 116oS-" l[mlml Unit Wt. ( pet) Ticket # %Alr 18: /0 II A ~ j' 111/60~ II ~ Placement Area Location rE~.v1't't:l!:8I1Y 4'Lj> 5:&.(;. 6#.3 ~,.r / r~ ~ I I E)Ce;"~/N6 j .r ~'J; JIO> 7J ,('A-I''=O ,$".48 AIC4A. ~ INoI:" v,,$1{A r,€b, ~ ; (/,11' /'I "-0 r J :l. t?J .5. Remarks I'u~er-t> tJy g,,()/I? tf~sr&~, Pelf 1~/sr()l. 36 Dr /oS- YA~PS Please refer to Field Report No 6~ 7Y~ Inspector I~ _('k~ Laboratory Data Cyl Test Field Code Date Cure ~ Dim I I~LlJI6)1'1..2.11 I ~D[u]~1 ~D~ I CJDOJD I 110001 II 110001 II Rem.'ksl Area CF 101 101 10/ 101 10/ 101 Results Reviewed By I 1 Cone I XI 2 Cone & Spilt IAI ASTM C39=Cores +j- 8% Date Reviewed I 3 Cone & Shear [] Codes for Break Types Measurement Uncertainties Water Added on Job (gals) Field Test Methods ASTM C143 ~ ASTM C138 D ASTM C106412tJ ASTM C173 D I ASTM C31 ~ Other D - Test Results D Conforming D Non-Conforming I 5 Columnar (Split) IT[] ~Krazarl & Associates, Inc;, FIELD REPORT NO: 66737 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION bN SIr" FJ/2 >~E(;1I4(... I'NS/>U?7t1;'\/ ~/' R~/NFtJRrLa1~r AT Se/4NU giAl('~/N( .FLAB IJ^' ~tt"'J)~. ~ v'c r ~ ~~~.r , / S...} ~ /).,r. i41V1> fl1'r>:r B'tA.L.k'I-I/U+J)/rL> t!)LLr ~ Pi/llr CdluHVV , , ~4,rll "r- 1~ ~,^e. ~MAI..vI'N& .5'~"'C 4~A #AS /S'Ht;! t/Ah,f -&fA~I'''L -/11/ ~tA~ r#~U4H()uT" JI}~VL ';'" ~,,~ /?J"- //EP1t<~/9V,c'-,f , .7h:A-i415 ;;rA-/'L'i>.. sr6't:"() fflA.J'7Itt:. /N ~dIC4J"r tI~ $/E/N~ A~,:J~.IhP I I I TEMP: ~ Kd I I I I I I I I A r ~NlJulr ,PEH~7I€AT/4N'S" 4.J,4I~~t /A/J1A,/~ N6r A~~~/CA~tt:..&,. I Rltltvh~~~U1wr~Y A'7'" /~" t!). G. C"ACH tuArl; Su,o,ot!)~T~/J aN (Ir,/ oS 9D.d) .f)~Q/IES. ,cDt:& ffA~S "P~"f&,c/) At:.4N6, S'/i>E.f i:J~ (',111.(."""# I 15e-t~k',,~1S- Jt:u,/'fJ rtP~MV()4~~ /IVS~&A7'.ItJN ~N .t/e,e7/cAL Mc.L I ~j: Ht.A.NdA/I'tM./ w;f'U;.s./ ~Ni'::> :)' ~ft"Z6Nr"'C- t.,(N~L< r5L/9&" I fir ~t..t- /~Il"I'H~KI'2$' r ~t<~6.Pr P~~~~Y$. I , SLD CONTRACTOR' W 1-oV'{) JURISDICTION. ?r ANdLl../.E"~ PERMIT #: 6 /~ Yl? INSPECTOR: ;:> >L'IE t.. y' WEATHER C -LA:~1'2 DATE: g ~ :2 ()() t PROJECT#: /O~ - t!Jf/f9 PROJECT. 5c-lliivd ~LJ /iiUfNO W(i Y LOCATION: !tlVtf\l.JULA u,{,{,,/-':~6" KRAZAN PROJECT MANAGER: .:rB I Equipment/Asset Number(s): To the best of my knowledge, the abOV@WAS NOT performed In accordance with the approved plans, specifications, and regulatory reqUirements Superintendent/Representative: Technician: 0 C , I L _ r ~ ")~1 Serving the Western United States /501 FIeld RefJ(J/f dot Revl''llon I EffectIve Date 5/25105 The mfonn,ltlOn Olovldeu on thl~ reoort I" oreotlred tor the excluqve ll\e ot the lIlent TIll'; report m.\y not be replOduced In .my torm,lt Wlthollt the wntten permt<;qon oflhe chent .llld KrnL.m & A<;<,ochlte" ~KrazaI1 & Associates', Inc'. FIELD REPORT NO: 66738 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION g(A>. -viJYfO JURISDICTION: ?r:-- ~N~.eJ,~S PERMIT #. ~ I {, vt? INSPECTOR' I~&IVN >cl5l"-'; WEATHER' ~LIr A~ TEMP 6 () ~ DATE, 9 1/J1J?}/ ~tf6 PROJECT # /tJ/!;- ~rl:?' PROJECT $G/triVt:.E Jt1Nt) ?&ulN~~"Y LOCATION ?~NIN '''''LA- C8t.,.(,CC.cr KRAZAN PROJECT MANAGER' 50 CONTRACTOR' t)N .f/r.E' ;q~ SP/.!C/~L :&/V.F~Ec7/t!)N t!) r CtPNc~cn~ ~~(;rm/EA/ r A-r $'~/'!"NcL KUILonVt:" s,,,.r;,) C-.:T" 9~t>1:l. 4"e.cLKN&AI>~t> bt-tt; s.,rr-tJ I), .$:-1- /~ 7'6 ..r; ./1 rt!J /.2.. RL/Nrd;ec:.$H4~.7 .rA/.r~~&r';,J) ANI) hu~/) C~N'~/JJ.UtA./&I? ,..,~y "t:." ,e:"R 6~ 7~7.1'fi><1 PAKu$ dr AN6'Et,~J Nt//( c- #J~~5'#:;! /.t)EIi4" .P.UU:~~ 4'~ ;(UlHt, /UHt~ A;er,d ~""/~dlV!) 9'" ,. 4" #"F4. /Jar ~4NeIrErL W-AS ~,uvSAi:.n:'}ArC'L:> "y IHEc.H.;INICA~ VldRI4r/'N, rt.J9r~If2K ~iltITC4Nr.u4t:.TiJte ur$O SAN/> ,t:'("rcf '7'D SM~/"A.r $~A. C~I> Ro/)' rC rA-1f l/~lV r 'pUNG'TI.A./t c ~,c V;9PI)/c'.. 6'AteA/cA..~ ~tJ'#t:~Er,e WIII.f 7Z~~~ r"~ ?2'#1;.cA!I+~ilZL A..vo S~ u,....-rA -r-tcJ4 fEU ~r /?:su~ "E~c..N C~#1.-u',e.Er.r~u.rr/ sAwo'lfL5' ~/rA!.e C9.rJ':' ?,?rER~c.e C/f /O:ltf>9 AA/I:> Cj(" /~Y'~.3' ~R e:1, .t)/9-Y .17/2eNt;rH ~"'n9. I Equipment/Asset Number(s): To the best of my knowledge, the abOV@ WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements, Superintendent/Representative: Technicl Serving the Western United States 150 I F/{:ld RepOll dOL Rev1'iIon 1 Effective Ddte 5/25105 Th". mtnrm .tlnn nm\1l1lpd nn thl<' rp.nnrt 1" nrf'n m'd lor Iht' p,<( 111<"lVE' tht' ot the' (hent TIll', teoort llMV not be rcmoduceJ. III ,illY format wIthout the wnltcn perml.......on ot the client .met Kr.1L,m & A......ouJte... CYLINDER REPORT NO.: 10289 ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. ~ M'Ary ~tJdf PROJECT # /19~ -~S-/.:rt PROJECT. $c.ltfN&L /4'Ytf> 7I&q/,Nt!J~,,~ y' t.r~ LOCATION' ?I'SNINJUt.J't Ct9U~(; L KRAZAN PROJECT MANAGER -.:::Ti:l CONTRACTOR tit: #1 () PERMIT NO.. ~ 1& Sit INSPECTOR &NN' S€EL Y JURISDICTION. ;Dr A#~E~",,".> WEATHER: C ?A: H-~ TEMP: S-S-- ~ DeSign Strength I 0/ ~ tJt; I @ 28 days Date Specimens Rec'd. Is lAt.""''';' Max Comp Tested Break Load lotr. Sl Dset# DUe Laboratory . Test Method ASTM C39 I xl II 1001 I ASTMC109 D II 101 10 ASTM C617 D II 101 II I ASTMC1231 ~ II 1000 ASTM C1019 D II 1000 Other I I I I 4 Shear [Z] Field Data Concrete I Supplier IItNI6f"r~ Other I I Plant No. I / Site Mix D Time Truck # Ticket # Mix Air Slump Temp. Temp. (in) (F) (F) II (;,7> I~[ml Unit Wt. (pet) %Alr 1~:lo II Att] II IIY(;f II #/;9 Placement Area Location $t:.I,f"NG~ 8' t. J>~ s. ". Go. Cofer 9 -Iv lot I A ~ Hell () ~ o.c.T: ~r ~ ,(). S- -/" H 7'lI .r; , / ~~ /02.. _ If f"1 ~ I!" l. ~NFdAH(S ~~~'7?7, $""'''''~cJ~. Remarks PC-4-Cl-.:tJ BY ,P1.<,.,w~. VI t?jI(A T e ,JJ . :I" "/It-ct YAAIU -ntJrA(;. ~ tf)..Y'.7 ~/"~''''U'' ~"T I +-11.'. 6~ 7 :78 Please refer to Field Report No. Inspector I C. --) k 1 Laboratory Data Cyl Test Field Code Date Cure ~ Dim ~LtJIIP~/211 ~D~ffil ~D~ I lOGO I 10001 II rDDDI II Rema'ksl Area CF 101 10/ 101 101 101 10/ Reported Cement Type I DeSign I Batch Data / - II I Actual I ~ MIX No Cem Ibs 1 F Ash Ibs I C agg Ibs I C agg Ibs 21 /8' .7.7 C agg Ibs 31 Sand Ibs I // 'fP Water 1 :2F.J1 Admlxture~ 3'hltlz. Otherc==JI -- I ; Air Ent (oz/cwt) I II I Water Added on Job I rl (gals.) . Field Test Methods ASTM C143 []Sj ASTM C138 D ASTM C106412[] ASTM C173 D I ASTM C31 [25J Other D Test Results D Conforming D Non-Conforming Results ReViewed By I 1 Cone I X I 2 Cone & Split I A I ASTM C39=Cores +/- 8% Date ReViewed I 3 Cone & Shear [ZJ Codes for Break Types Measurement Uncertainties 5 Columnar (Split) DO I I I CYLINDER REPORT NO.: 10403 ~I<razan & , Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. Y JI119 Y ;2l)tJ ~ CONTRACTOR: vIE /HI) PROJECT#. lt9b- tYS-/?? PERMITNO' 6/6 y~ PROJECT. .1'G/.Nt:.& AA'<IJ 7".t"cHH4LDcf'Y4~INSPECTOR 'pLH...v >$/rl..r/ LOCATION' j'/EIV'NS't.t e..A ~Uli'(;~ JURISDICTION' "or ~'#&'€~E.f KRAZAN PROJECT MANAGER -::J:O WEATHER' C ~ e I9te TEMP: ~ 0 $- Field Data Concrete I Supplier I I}N~IEt..ES Reported Batch Data Cement Type I /-1/ I Site Mix D DeSign I I Actual ~ MIX No Cem Ibs I F Ash Ibs I C agg Ibs I C agg Ibs 21 C agg Ibs 31 Sand Ibs I Water 1 Admixture If?' "I 7 Other I Air Ent (ozlcwt) I Other I I' Plant No / Unit Wt. (pet) MIX Air Temp. Temp (F) (F) 1~[il]1 Slump (In) Time Tru'ck # Ticket # %Alr I/,Z;/() II A-~t> 1IIIlf6'.2..11 tw/A II 7.0 - II J"f Placement Area Location >CI~t:L Ita{ S:~.&. C-rbr; 9 ~D/')'Pttl.KNIC"J>GJ.~ "1.4."-; 4r-;(J D.~-f H1'o.J l/rO/~. " I REIN~A.t:.~If,I$Nr C4HH~~SI CI?,~ 7.!~ FI1fIfAJ-!", - Remarks 51'1 ,..,t,G tJ An ,;! ~ 1.S- f'I.Rt;EIJ PY ,i)u.l+1jJ" t/11l1i,.,r.€J:> /;-3 4~ I'"~ Y/+~tJ.s 7/)"-,,". tJc ~(). '1(, 6~ 7 :19 Water Added on Job (gals.) Field Test Methods ASTM C143 ~ ASTM C138 D ASTM C1064 Ix I ASTM C173 D ASTM C31 ~ Other D Please refer to Field Report No Inspector DeSign Strength ['T,,~o I @ 28 days Date Specimens Rec'd. 1s-u-vt,...o,,1 Max Camp Tested Break L Load ~ Set# ~~ aboratory I~DL--.JL--.J Test Method II 101 II 1 ::~~~~~9 ~ II IDDD ASTMC617 D II IDDD ASTMC1231 ~ II IDDD ASTMC1019 D II IDDD Other I I ] I 4 Shear 1/ I 5 Columnar (Spilt) [][] Laboratory Data Cyl Test Field Code Date Cure ~ Dim I ~LZJI~X,211 I ~D[ill~1 ~D[i!] I DDUJD I 110001 II 110001 II RemaCksl Area CF 101 101 101 101 101 101 Test Results D Conforming D Non-Conforming I 1 Cone I X I 2 Cone & Split I ^ I ASTM C39=Cores +/- 8% Date ReViewed I 3 Cone & Shear [lJ Results ReViewed By Codes for Break Types Measurement Uncertainties ,- ~Krazatl & ASSOciate~, "In~. FIELD REPORT NO: 6 6 6 7 4 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION /1!?t92/1~ ;?;!/P c~ S/;,5 I/~/.j //#/'/- AS /'f6t?tt6sr6;:J C t?~ i;(/fcltJ'? /~t< S"/;f tlCliA//ll S a?L /"f~;:? tJUbl;;Je;.. / /IJ.5/cC-/lo.;J. I I I I I TEMP S-:S-(;l I I ffyl I I I I I . s'S, / & /:; t! e. 1f)"Jt.- G/,i~ L/;.I6 .- C/7"~~ 10 I l'Cnt? or ('(,7turn~.s .4/' (;.~//,) L,:V/5 9. 'I, Jv,! } JI. 'f -6 /2.; ~~ .t:/;f//f'/L I /0 /6- S J-2/ . l!~tI SrL IC~ J ...f'AM? /J/f If/? C ~Yh ;c?c.-676/J1 I I ! CONTRACTOR 1I~/?1G? JURISDICTION. Cl r'l t1r /~ dd?C' ~.6.f PERMIT # tit {If INSPECTOR /? 7/lfi/p? WEATHER ;d / c. DATE Sf - {) J - v" t PROJECT #. / tl6 - 0...5/:J 'I PROJECT /? L', .S'L;~Nct..j;. lee /I 8f../. LOCATION: /.sv 2- t L;9U,(Ii:J.s~rJ (fLi/!5J. KRAZAN PROJECT MANAGER' .J: /Yl. 13. f(/I12"tJ,rJ ///--: /~s/~cE.?/ ; . @ /-1. 5'.5., ?fJ'y'f1l littf;! 1"/111/ 47~CI-//.f dt .;;,;.)6- t'/Ii;J L,;';6 :r, 2 ~~I- JJ~7/?iL ,S' -6 It? /6-. S.s//, ;J-?-JI/ #-08 W6t,;}7Lb? flij C -' /.4l'" . /7 -@' ,:// LI ~I /.f J j;; jV IN/III I: /7 - ~ tJl/"/Z J 1<6r,e~ IZ? Sr~tI C-/0/fAL rfc rc/"'/ H- Oot) 2. 'f 2. I EquipmenVAsset Number(s): To the best of my knowledge, the abov@WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative' Tech";c,"" 4 ;f/ ;;:t~ Serving the Western United States /501 TEeld RelJOIt dot ReVl<,JOn 1 . ~~I<razan & OO()24;> , , Associates, GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION , In c. DSA FileJAppl. No. OSHPD No. Cltttt? Permit No. DATE: c;: - 0 3 ~ tJ b PROJECT #: I t? {- 03-' J J 9 PROJECT: I? (,. S~L-/I5,JG6 -b r6L:-11 f!!d lOCATION: / J &/ 2- i~ L /l tI, 1i?.6 N 1f.L 1/ j/. KRAZAN PROJECT MANAGER: v' /1'1. CONTRACTOR; L/ :f m ,tJ '-O.R.: // /t 7?J /Yl PRESENT AT SITE: -;: E ;' c;, /,,~J, /Jz ?/ /G , TEMP: -..5-:..5" t:/ COPIES TO: WEATHER. ~ STRUCTURAL STEEL ~/ SHOP WELDING ~ Item(s) Inspected: /-1, (..s: / @. c, cf.~ l-J F".,~~ S V.T. 0 MATERIAL ID 0 U.T. 0 M T 0 P.T. J: 2 /7. 'f , / t?, / ) J /. If~ / 2. J ;' / !;;:/ /~Lr1;.Jt6 -b 1/;[~7> C/1e,f @ J'. 21..s~ ~ Location: K ~ C,,7~;:?.f /' wlr;f /1/('/124~ ~ Welder qualification/certification verified for: t?,;..) // it! ~ POSItion. CFLA T VERTICAL HORIZONTAL OVER HEAo--.. ~ Filler Metal I{ E 7/ /' ? ~ ~ ~ Process SMAW GMAW SAW 0 Other: ~ Weld Type' OOET ~ P.P. PLUG 0 Other: 0 Weld Size. 3/16" }{." 5/16" 3/all 0 Other' ~ Codes' (fWS AISc:J TITLE 21 TITLE 24 USC ASME 0 NOTES D DISCREPANCIES 0 % COMPLETE ;r616~ Ie:? nett/' ;(tf/I/r'/ #"" t t t 79 To the best of my knowledge, the abov@ WAS NOT performed In accordance with the approved plans, specifications, and regulatory reqUirements. Super! ntendent/Representatlve: Technician: ~f ff' ~ 4237 Foster Ave. Bakersfield, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota A venue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 95772 (fUIC\ C:1"L??/'l/'l (?C:1\ QCA 1:1:1/'l (?/'lO\ :1AQ_??/'l/'l (A/'lQI ?7L??/'l/'l 723 Commerce CIrcle Sacramento, CA 958751 I f01C\ CCA ??/'l/'l I ~Krazan & J I] I FIELD REPORT NO: 66675 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE' s-- 0 1- '- 0 /; PROJECT #. / at - oJ"!, 79 PROJECT /? C. s C. )Ln/c'~ -b i/c 1/ 1ft#. LOCATION: /..502 ;! l.Ab(lti~"~*rz} I1tt/.cJ. KRAZAN PROJECT MANAGER. :;J: m- tl CONTRACTOR 1/ ~,rJ1 t? JURISDICTION, c::..'/'1 ~r /7: dd,?/'L;:5'fT PERMIT#. t / t If? i A --~-- I INSPECTOR /7. / n / P'P'/ I WEATHER //C TEMP' S-t 61 I I j(/(4zd~ ~/1/ t:J;J $/j,L //-//f P'//7L 4J /kt?t-I~Sa.c:? JPy! L ~;J/A/1C/Ir::. ~p,,< Sr/.1t1c rUA/lL- S/.b~L ~,,).t:J U~L#/~~ /-v5hc;7p'.,J. I "C-1. . ~ C J . ~i-# '.-:;; ./j r",,/d..~ . .v~ ! )/ '-'~ 7/1- /l L < ,f /1 E,4;( r'41f ~ wi 6/1 ~;? If,t;A /J-> /1/ 7 5 tRtf# L w ~Ljp~ /'1 ~tJ 4 ;) # -r;;;:! /9 w'V' Il ,G/I />; t./68 .70 C:u!.. U Pi --J r A'c...e d 77/1.;' ~ I ,s;/l;! {l;C /?'€4/h /~~ kl/--r '%310, w~c:.~5 ';::?<A'c,C'gJ gy I C-i..{//'/5' r/1wL5krJ w/71/ -0,,/' f71ry u/;~e, '! (ff) rYJiJYJ1~~ / (.:?"}rJ~C~LJ'~ c...J:/. t.....Jt:{~..5 '/;?,;4 /~LA'NC:~ A.;Jd'i J )f~4;l /4/./ N; RL~/h w~~ ~r./# orJ CJ/I/L'/. ,5'I;r%' ?J~ 66'A/Yl ; 'i/-/J!' /f6/7~ Wt!..# --rb C.?Lu~;./ r-J1C-~ /L~ #.6/It'/5:J/CJ, k/tir.1s /L4C6/J 1f1 .;:;&/,{& )/hj7-J/ ?vI/r~ E 7/-r:?~ ~/~ tJ/~6 /1lL w[L,!J5 tJ6,e,e /h/l#h.- c}N ()/;;.;~ Xvi/Ie LL'vt!l /!.n/pJ /L4~b ~ ~.K h4rJ~ /'1"';# C..,LJh; . . pf?;CE-~ 7a SJ/fUL7uA4L .If,6~~/#CJt?Jo2~3 I I EquipmenVAsset Number(s): To the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans. speCifications. and regulatory requirements Supennlendenl/Represenlahve: Technician CL-j f ~ Serving the Western United States 1501 Field Rep(Nt doc ReVISion I Eftecl1ve Date 5/25/05 e:~I<razan & ASSOciates': GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION In c. CONTRACTOR lOR: PRESENT AT SITE: COPIES TO: WEATHER' LOCATION: -0 KRAZAN PROJECT MANAGER: 000243 DSA Flle/Appl. No. OSHPD No. Permit No. r; /6 C;-~ V;;/n ?J A &/b/U .r; E, C. ~J: ~G;(, C TEMP. s- to &> ~ STRUCTURAL STEEL ooEY SHOP WELDIN~ ~ V.T. 0 MATERIAL ID 0 U.T. Item(s) Inspected: C. ~ J I! W ~Lc:JS --rb/ ri-I"9W& C g~/p/Y} Wt.t!.s On/ S~;JF ~oo~ L.ct/~L k/J:t-67 ~ o MT 4,r/L/' /1r OPT. L/,~/t /led LS A,,- 7:2/<1 ~ -&.10. I A~;tI , Location: t;1 Welder qualification/certification venfled for: K~ (;,:;1< tP.> t?~ hie' WI/# Ir/(,4Z/I.J ~ Position ~ VERTICAL HORIZONT AL O~ ~ Filler Metal: ~7' E 7/T-Y ~ Process: SMAW ~ GMAW SAW 0 Other: l}1 Weld Type: ~LET C.O P.P. PLUG 0 Other 0 Weld Size: 3/16" ~" 5/16" %" 0 Other IS4 Codes. ~ ~ TITLE 21 TITLE 24 USC ASME 0 NOTES D DISCREPANCIES 0 % COMPLETE ;(/f~;;~ 10 ni'LcJ ~,6'/tP;/r P t t,t 7S" To the best of my knowledge, the above9 WAS NOT performed In accordance with the approved plans, speCificatiOnS, and regulatory requirements. Superintendent/Representative: Technician. 4f~~ 4231 Foster Ave. Bakersfield, CA 93308 215 West Dakota A venue ClOVIS, CA 93612 25418 74th Ave. S Kent, WA 98032 550 Parrott St. #1 San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95875 ~Krazan & If) r FIELD REPORT NO: 66677 . Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE S-- CJS - tit PROJECT#. / (J b - O,{" /31 PROJECT ~ (:. S c /~;/t-~ -6 7/tc-l-I !Jit1, LOCATION: 1ft? 2- JEq L/lu,4/~5J!~ ~Lr//. KRAZAN PROJECT MANAGER 5. frl . . ,If!!. L.Jtlr15 ,cJL4C~# /~/ ~L4A.J5 /f~ C~xJts. siE/.! rJ/!,!: I g /5:J 10, l?~rE/ /0 S/~l.{crtl;('4t If~ /'1;/j #-0002231 I I I I Equipment/Asset Number(s): I To the best of my knowledge. the aboV~WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirementS TeChn;C;an~} e ~ Serving the Western United States Superintendent/Representative: 1501 Field Rep()/{ doc Revmon 1 Pff""",,,,,,,f),t,,, <;;/,,><;;,fI<;; ~I<razan & Associates'; I'nc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. ,)- 05' - 0 b PROJECT #: / & t - 0 S I 3 9 PROJECT: ~ {; cS L I L rJ c.t: ..6 ~ ell jJ't~ LOCATION. / ->0 2. IE L ,f!up It;? sf N 1ft I/#. KRAZAN PROJECT MANAGER: ::J~ /'YJ. /7 CONTRACTOR: 1.0.R: PRESENT AT SITE: COPIES TO: WEATHER: 0002Z3 DSA File/Appl. No. OSHPD No. Permit No. &/t'ff/ TEMP: t v 00 STRUCTURAL STEEL 00 ~ / SHOP WELDING [}2l V.T. 0 MATERIAL ID 0 U T. It'm)~m"""d C, c:r: ~ W~ Lt'J. ~ Ow S/! N~ liL-,~' . CJ, 'I , / t' J rllll- Ad.t:J J 2 /7 '" / ' o MT. L .1J1r o P.T. L.,ev,6L #T Location: ~ Welder qualification/certification verified for: Jf?CtJ;(J:1S brJ /-lt6' WI?-/! /(~/12 /l ~ ~ Position: FLAT VERTICAL HORIZONT AL OVERHEAD ., 1kI Filler Metal 't~ ~ ?/~cY' fS(' Process: SMAW ~ GMAW SAW 0 Other: ~ Weld Type: CFTUET C?:> P.P. PLUG 0 Other 0 Weld Size: 3/16" %" 5/16" 3/8" 0 Other: ~ Codes: (EWS AI~ TITLE 21 TITLE 24 USC ASME 0 NOTES 0 DISCREPANCIES 0 % COMPLETE ~.er~~ /0 r/i.I.~ If ~/'&r'r -p; 6 {, (; ? 7 I To the best of my knowledge, the abo~:~~~); WAS NOT performed In accordance With the approved plans, speCifications, and regulatory requ,remTnts. Superintendent/Representative: Technician: I ~~g :If: ~ t/ 4231 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 215 West Dakota Avenue ClOVIS, CA 93612 (209) 348-2200 25418 74th Ave. S Kent, WA 98032 (253) 854-1330 550 Parrott St. #1 San Jose, CA 95112 (408) 271-2200 123 Commerce CIrcle I Sacramento, CA 95875 (976) 564-2200 I f €;!Krazan & ) ~) r FIELD REPORT NO: 66680 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION f(/f/1-ZA~ ~e /: /;.,) s~~ 07 6~ : , CONTRACTOR i1~I??~ ! JURISDICTION ~/'[if pJr ;Or: 4,J~.6L~.J I PERMIT# t ~ 7': Y I INSPECTOR. . J;f~t/ /YJ I WEATHER C. ?/~4 ~ TEMP &tJ ~ I I I I I I I DATE ~-"' 0 f5 - tJ 6 PROJECT #. / tJ b - &..1-' I :J f PROJECT: r: c. S G//.!rJc6 -6 ~C)/, 1ft??' LOCATION')0~L ~ L4u/fIL?<;,.GnJ :il/,(J. KRAZAN PROJECT MANAGER - ;;:;-: . (1 /~;e42~;-J ~~/ tfJ;.) SI/b' 7///:; LJ4':r~ #5 ~~ O/f-6(/}5L7 11; C.;7~ r~,4c~,r( /~/Z .s/~uc/?//f'4('. J'TZhL- 4;'/# 0~L-,:;J1;J6-- / ;JJ/;!..c 1/; ...J, Y;b? #;tG/~ w 6L;/ IP / S //NJtt. . /fL L. ,{/pc:A" {)e.tA If- 6L/~~~0 jJL;1 {?-tJ /J #;:} c.:?/Yl '/'?L;t.~ t9,V ;:/[/1 elf#' ~.;f.~ /'c#~. . .-;/- C.9~/l/:G7'I;~ L. J. ,w;t.t~J t9~ rL )./~ b rlnltJ Vt;(,7/?4t. .4:7" J/-/c.4/. -TdU j2;> ff/!#/h VL!1 4f" JA~5 If tl~ / L t l/ f t /? r :5', 2 J J , 9 /(J5-/;f~ ~ S//fuc./'UXJ'1t /ff-h..--r 1=P' 0(/&:2 2~ I Equipment/Asset Number(s): To the best of my knowledge, the abO'BPJVAS NOT performed in accordance with the approved plans, speCifications, and regulatory requlremen~s Superintendent/Representative: Techmek". ~ Af'A-r- ~ ZJ. ~~r'"' Serving the Western United States J 501 FIeld RepOll doc ReVl&10n l w -,,j~I<r ~,- - -=.~ azan & Ass 0 cia t e.s ,I _I rt c . GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION OOU2Z4 DSA File/Appl. No. OSHPD No. Permit No. (9' / ~ 0?' DATE: CONTRACTOR' VK'/7?O PROJECT #: 1.0.R.: /I. 1/11P p-7 PRESENT AT SITE: -r~. C, COPIES TO: ~{ ~C/ WEATHER' TEMP: t.Oo ~ STRUCTURAL STEEL J... Il- G7 t( '-/ ~L t:? I~. tJL elf Arl~ ~'oCII/-o;(rn wJft~lf;;J d;J~ Ow :2 r-J/Jl ~/! i/~ 1/ LJ/ -5/1~~. /1~tt7 u r~v.nl I I t/;J@& I I I I I I Location: G_u,;#. WbLrf' /1/ J. z. / I. 9 ~ Welder qualification/certification venfled for: 0C1 Position: c;AT ~ Process: SMAW 1';iJ Weld Type' ILLET D Weld Size: 3/16" ]4" ~ Codes: ~ AISS) D NOTES D DISCREPANCIES Kt~ to~/f1j ?J~ /?L.tt. A T If itA 24~ HORIZONTAL ~OVERHEAD -:) J2 Filler Metal: ,6 7/7'- $' S p' 5/16" 3/8" D Other. D Other: D Other GMAW SAW PP PLUG TITLE 21 TITLE 24 UBC ASME D % COMPLETE If~r/~ rv ,hL.tt:? r?~/L?/J ::J;:J:- t t &~O I .c:.YJ I To the best of my knowledge, the abov~ WAS NOT performed In accordance With the approved plans, specifications, and regulatory requirements. Superintendent/Representative : Technician: 4231 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25418 74th Ave. S Kent, WA 98032 (253) 854-1330 215 West Dakota A venue Clovis, CA 93612 (209) 348-2200 ......... ~ _.-.......~J 550 Parrott St. #1 San Jose, CA 95112 (408) 271-2200 -ff~ 123 Commerce Circle I I Sacramento, CA 95875; (976) 564-2200 ~ ~Krazan & .. " liP FIELD REPORT NO: 66682 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE' -...5- 0"1 - (/ b PROJECT# 1t7&- o-r/Jtj PROJ ECT I? c., Sc 1;{,,}Cl~ -6 76 C/-I. I1L~ LOCATION: I,)";:; 2. E, L4u /t i:t(ErJ fl(v.p? KRAZAN PROJECT MANAGER .,J: /?'1, If. d~t,6'L;5f I I TEMP (;. 0 v I I /(tf4z 4;,) ;f;t/ ~~Sl/'b j/-//J ~4/~ 4) K~q't1..6J/6,p? /?~ I CD;'? 7-</fC~~ /p/( S7/fUt-7C1/'f/1f, J;)6~L /1;-,/4 LJ"6L~/;';c: /);JJ/Ii'c.:1/~~ I ~J I? ~ & r .L ~ I/I~ L . -Or r J C- C 4-:/ C;:k, /;:J J.{, 2 - L /1, 2 - / I, ,y 1 /) e C /-( /t!..4 c;;!;:? ~ rJ~ W ft. LLJK~ /..:? tJ ~d Y)/1 f, .s ~4 /h f C-,;(/frt"/}cbl /lr/61 r S WI:' L,??J C51yY'/L;f'..r~~. t-,//;:;~?I_/ iA/J4S' ;//je. O;f7tY a:: 7r --'I /.A/~ Lbl ft ~ /.;J /L/c;..~. ~ blC-/=:' rt:?;'(fr7 6(/ /~ CiP/h/Lb?8.. 1 I C?{) K.:Jt7r L6vc t /1 - f(, :5 / if - b I /J;E e-;:r /L/lCE~ /7 r/ w~ t d ~ r ..s", WI -b L? ' l/ 67 ~ ;[,-r;/! i~ -;~ e ~/M/i;i7$/J CONTRACTOR. V tf /?7 t:J JURISDICTION c-,<rt;t p~ /;-; PERMIT#. C I t ~g' INSPECTOR- # J/:l7'V/2/l WEATHER C L.;t,.?'~ I Equipment/Asset Number(s): : I IN ./1<. t7 ~;E.5.s To the best of my knowledge, the above Vr/A3/'vvA'S r1OTperformed In accordance with the approved plans, speCifications, and regulatory requlremenis Superintendent/Representative. TechniCian ~J-;!1: ~) Serving the Western United States 1501 FJeld Repull do, ReVl~10n I Effective Date 5/25/05 ~ t') .... ~KrazaIL & Associates, Inc. FIELD REPORT NO: 66685 i I I I CONTRACTOR ~ m t? JURISDICTION C;/~ dr I'~ #,.;Lel..et' I PERMIT # t It 'f~ I INSPECTOR' A. -'-/.1 7P/I? I WEATHER ~ / C, TEMP: C, t:) If1I I I d~1 " I I I I I @ C i?ll.lwutJ I1A.r~ .~/~~ /,~;t9r&( I.A/Jt{.N::J~~ ,;..; /'L.~ce A:r- ;;;2/,:, 6k/f;~J. I'L/( t1~7~i. /'f/S11/ I GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 0-;' / tJ .. t9 6 PROJECT # / ~ b'" Ps/:J 1 PROJECT: f( C. cf e-/.E~C" '-6 12e-#. t!t/l. LOCATION: / (""() '2. If Lt1~~/;?.J'L,,) 11/.;1/;. KRAZAN PROJECT MANAGER' .:r: m. 8. ff/~Z4,J ;(tf~ ~;Jc5;;re r~A5 ~da /lJ ;(LI2146S/zjj1 C.O,.) I~,ICJO~ rtl"f Sl,et.lcrq~At S~,eL #J-JI'J? w6w/;J? IN{ j?~C?/;'~. 11';(/12,.4;) ~6/ /wS/L~r~#; (ff~ '<"1/ Ar j(- k:J / tr -, ALl.. r;,~ S~A"'" W~LIIf!.f c:..:I'/Vt/LJ5~ I A,.)/) /-IS..! .j-X.Jxf/r rAlt. /;t",!Zt:,1/;;.j s 1/9,.)c,/oII~N} W~t.t:1c~ ,;.) j7LAtt,1€ I'M t161"AIL IS/S...r:J./. (9 LEcre.t,u HA~L ,e'""r. .six rAI..L /'~'11!cr/~#.J ..5719wC/i'/;AJs w6~e, /'(,41:-""1// /.61(" J1lt!r~/1. JJ" /~ ~I/ 4 @ tr4tfAi? If 4/1 A;e4t.(Al,tj ,;- ./"/1I/e d/~Nl~& A Il/j/? !I//l/dA'AIt. 61'''/ sr/9ilfw,!'1.j.fr r~ .2"'~ ~;v~l. Ar A'~;?..Y .:T:2- :r:.S-/J-'-t /A/fi4~e. , If"/- wtttJ!{ /,L.4?,e~ /~,<. /L## A~ ~ c,/L. I Equipment/Asset Number(s): ~. ' I To the best of my knowledge, the abov~ WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements, Superintendent/Representative: Techn,c,ano--/ ;t/. ~ Serving the Western United States 1501 Field RepOl( due ReVl&101l ] ~Krazan & .. f. ,.,., FIELD REPORT NO: 66686 Ass 0 C i ate s, I nc . GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE' VI! /h C JURISDICTION. C,'r"1 (;?~ //: /!",;/LLt€f PERMIT#' tit t.;~ INSPECTOR /1 //f';r;;/h WEATHER t? / c I I I TEMP' f 2 ~: ! - ~-//~t?C PROJECT #, / t? 6 - t?";- / :J r PROJECT. ;: C. -S c. /;[,nJt-k-..b fit 1/ 1.1L-.:fl. LOCATION: /.5-,,72 6 L,1v/I#.5Jf rJ f~l/trP. KRAZAN PROJECT MANAGER. J/?? tf' CONTRACTOR /(~;fZ.A'.n/ ~;.t/ o~ J';jp- ///13- P4/~ /If //t:.?Utf5//f~ .tfy Lp.J IA/'1Ctb,L /~?~ 5//tvC-l/,f;<r?/.. ..t"/"L)[i d,.J/ WlfL.#/;J c; I.n-'S/;!C,/i ~~ L I';J,G /9//% WI:' L#.f ;&t!./1~/~,#' /9L/;lrlC- t1,J///!~ cJjJ ~/'J1l L':: I/~L or olhc!'5 t/rJ L /'7. 2 -II. ? /r"': /7"- S- . - ',; ---- ,/ Lf! & wL.(~J rLA'C/Zr~~;.) 1/1/~,( /J;Jt:1 .5>,#1,... / tJW/;:,/l 4 r J - J. 3 / O. 2 - J/l, ~ 2. /VV' -b ;( ,;JCl/ L~t/i5 L . ;!/LL t..;/Etl!? s /L/l c,rtOJ /;~~ /L4,)J /1r/# /p C.?~c. I Equipment/Asset Number(s): To the best of my knowledge, the abOV@/ WAS NOT performed In accordance With the approved plans, speCifications, and regulatory requirement~ Techmc'an 4' tf ~ Serving the Western United States Superintendent/Representative J 50 J rleld RepOl ( doc ReVblon I ~~J<razarl & ASS 0 C I ATE S, I N C . GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 10, 2006 KA Project No.: 106-05139 WASt. Dep1. of GA E & A Svcs. James Copland PO Box 41012 Olympia, WA 98514-1012 FILE RE: Peninsula College Science Tech. Bldg./Pt. Angeles, W A Dear Mr. Copland: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: February 22 February 27 March 10 March 15 March 17 March 21 March 22 Concrete Report No. 09830 Concrete Report No. 10004 Field Report No. 61149 Welding Inspection Report No. 7614 Field Report No. 65984 - Field Report No. 65896 Welding Report No. 000216 - Welding Inspection Report No. 7617 Field Report No. 66101 - Field Report No. 66141 Compaction Report No. 14603 - Field Report No. 65897 Welding Report No. 000217 - NDE Report No. 2644 Field Report No. 65898 - Welding Report No. 000218 Field Report No. 65899 - Welding Report No. 000219 Welding Inspection Report No. 7620 Field Report No. 65900 - Welding Report No. 000220 Welding Inspection Report No. 7622 - Field Report No. 66340 Field Report No. 65796 - Welding Report No. 000221 March 20 March 23 March 24 With Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C. Poulsbo, Washington 98370. (360) 598-2126. Fax: (360) 598-2127 ~~I<razarl & ASS 0 CIA T ES, IN C. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~j'~ Penn Seely, Laboratory Manager Peninsula Division PS:pm Enclosures Cc City of Pt. Angeles - Jim Llerly LMN Architects - Rich Johnson (emall) Magnusson Klemenclc - Owen Kohashl(email) Peninsula College - David Wegener (emall) The Verno Co - Steve Parshall (emall) Zenovlc & Assoc - Steve Zenovlc Verno Co - Rodney B With Offices Serving The Western United States 20714 State Hwv 305 NE. Suite 3C. Pou\sbo. Washinl!ton 98370. (360) 598-2126. Fax: (360) 598-2127 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 09830 Project No. 106-05139 Cy!. Code P9810 Pour Date 2/22/2006 Report No. Weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Engineer Location PORT ANGELES WA Architect Client WA STATE DEPT OF GA Contractor VEMO Field Data Supplier ANGELES Concrete X Mortar Prisms Grouted Time 11:25 Truck # Ticket # A43 10346 Site Mix Plant No. 1 Grout Flex Beams Reported Batch Data Cement Type I - II Design X Actual X Mix No. C4055 C4055 Cern. Ibs. 505 517 F. Ash Ibs. 125 126 c. agg. Ibs. C. agg. Ibs. 2 1940 1938 c. agg. Ibs. 3 Sand Ibs. 1245 1234 Water 43 30 GALS Admixture 25.2 24.9 OZ Other Air Ent. (ozlcwt) Water Added on 5 Job (gals.) Placement Area Ungrouted Other Footings X Slab/Deck Walls Slab % Air NT Cone. Air Temp. Temp. (F) (F) 55 51 Unit wt. NR Slump 4.75 Columns Grade Beams Other X Pilings Grids E.5 TO H ON 3.9, E.3 TO J ON 1, SAMPLED @ 1 TO 3.9, E.3 & E.5 & FTG ON 9, H TO I. Remarks PLACED BY PUMP, VIBRATED 18 OF 23 YARDS W/C .39 Items Inspected Conforming X Non-Conforming Inspector PENN SEELY Laboratory Data Test Dia Date Age Dim. 3/1/2006 7 6X12 3/22/2006 286X12 3/22/2006 286X12 3/22/2006 28 6X 12 Cy!. Code P9810-1 P981 0-2 P981 0-3 P9810-4 P981 0-5 P981 0-6 P9810-7 P981 0-8 Remarks FR# 56663 Results Reviewed By ~~ Codes for Break Types: 1 Cone ~ 03101 Rev 1 EffectIVe Date 11/15/02 Reviewed By ~ Design Strength 4000 Length Max. Compo Load Str. (psi) 137210 4,870 184270 6,520 182410 6,450 183100 6,480 Area 28.18 28.27 28.27 28.27 Date Specimens Rec.d. 2/23/06 Tested Break Test Method Set # By Type JSD 4 ASTM C39 ~ I JSD 1 C-1231 ~ JSD 1 Other JSD 1 Compressive ~ Flexural Test Results Conforming ')(; Non-Conforming Date Reviewed }"Pr PL 2. Cone & Split III 3. Cone & Shear [2;J 4 Shear IZI 5. Columnar (Split) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 10004 Project No. 106-05139 Cyl. Code P9848 Pour Date 2/27/2006 Report No. Weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Engineer Location PORT ANGELES WA Architect Client WA STATE DEPT OF GA Contractor VEMO Field Data Site Mix Supplier ANGELES Plant No. 1 Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Cone. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 1:20 A55 10400 NT 4.25 57 45 NR Placement Area Footings X Walls X Columns Grade Beams Other Slab/Deck Pilings Slab Grids FOOTING LINE 5.8, G.3 TO J.3, LINE J.3, 5.8 TO 6.5 WALL 3.9, H TO J SAMPLED @ 5.8 & G.4 Remarks PLACED BY PUMP, CONSOLIDATED BY VIBRATOR 9 OF 27 YARDS W/C. 35 Inspector PENN SEELY Reviewed By ~~ Design Strength 4000 Length Max. Compo Load Str. (psi) 134990 4,760 181940 6,410 176750 6,230 178700 6,300 Laboratory Data Test Date Dia Cyl. Code P9848-1 P9848-2 P9848-3 P9848-4 P9848-5 P9848-6 P9848-7 P9848-8 Remarks FR# 65971 Age Dim. 7 6X 12 286X12 286X12 H 6X12 Area 28.37 28.37 28.37 28.37 3/6/2006 3/27/2006 3/27/2006 Reported Batch Data Cement Type I - II Design Actual X Mix No. C4055 502 123 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ills. 1933 1224 26.7 GALS 25.3 OZ Water Admixture Other Air Ent. (ozlcwl) Water Added on Job (gals.) o Items Inspected Conforming "f.. Non-Conforming Date Specimens Rec'd. 2/28/06 Tested Break Test Method Set # By Type JSD 1 ASTM C39 "'A JSD 1 C-1231 ')( JSD 1 Other JSD 1 Compressive ~' Flexural Test Results Conforming l' Non-Conforming Results Reviewed By ~ S Codes for Break Types: 03101 Rev 1 Effective Date 11/15/02 1. Cone I6J Date Reviewed .Y fA, l 2. Cone & Split [J 3. Cone & Shear 0 4 Shear 1/1 5. Columnar (Split) ~5KrazaIl & Associates, Inc. FIELD REPORT NO: 61149 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION fiIl/l.R 2 ') u 2006 DATE: 3- /0- Ok PROJECT #: /0 G e S"f Jr PROJECT: P~..N/.V~u.. L.t Cr) /If(.,~'e.. SC/'/2-AICC f /E"'<./f . v LOCATION: l.oi)o;L. E. L 4 u..'~/a4c..A./ F?t...j/,J,? , KRAZAN PROJECT MANAGER: ---J /'n 8 . CONTRACTOR: VE/l4-O JURISDICTION: C7'; CJP fid 4A/G,L;Le--_i PERMIT #: €O,u F/ /c:. INSPECTOR:-r:" iA./4rsc ,,) WEATHER: fJrL7 C4 _ TEMP: i../ 0 - IS;' /eJJ o 'e.c-r S;.Je j-a/'2. s-lr-udLi.di4L , r'c:. - c<J/Jdu..cIi" J c...;~/Le ~c.-lC:.. Mer \t1/i~ r:..e~'IJe.-eAL Ct9A.Jh"4~ ski e~.d~.v ~Mf'AN y/ CcY~-e- f1 e.f r-e ~ ~j(J -/-:Vfl.- A.).)::J ~,,-J.~v.. CIVJl..c..L eA-j; ; AJ eC':d -nIt:f:' EN-s);JeeL A.u.p ~St2- J)/lct:<<;.c,~-I ~"'l/'~e-D + .~o fOll(jw/~; Af"A I /.') t/ - _ I, I __ L ' 0 I " . ~ - l...V ~ C ) 7U :5,~ e. c:r; Q.Ll 4 J e..s-rP~(j' w<<> u..~ b t1" r <E?../'ro,......~ Ea 0 AJ -t-t Mnivl e....J C?-C ...Ld? r-I-,' I!)JJ,.;) AS" 'Jed-4 " LJ c.J H 5' ~ 3- 8 0../ - . II C/ ' t)F ~;:M.Ll""~ 3So AJ..J..1) 4s- F~ tT')udL;,A,JJ ;,J cP4,.jJ-I~ ~ (TF FE'M.4 ..3S'.s , -r.l../€ E~IkM. ~N5f1.. ~l.a..r oF MQM~-f Co' j; I' pi!/' -f~r /h ~~ ~ W~z.o C""~s tf) t.U:J L;;;J -J.e; F G M-A Ail.. ~ e../' W cd. Lf W 0 uti b JZ.... r R/'fe,/. /'11. E a 67 c:::..G1L-I-tF,'fZ"f:) 'A IEELnCI< s -rpp<e.. rf S.).t!J.I"~e. 6~ +=i'~/2 ~A-;.4& lM4s' AL~<.u..$S-C.o <;;:'~T (' 0 A 'I CA~ 4.WS, ~~ ~-!!::S /~ ; < ~ l' < ,eo rl A<..1= -tIa.. C/LcZ cbe... ~ I"",,,,,,j) 4 AI Its ~ --fk- _~e..r IA-'-. J IUSA f:-ckn. -10 u...S4:.. -t:I<. ~s- 0: .r=6 " Q);I.)/Jech' oJ.J Wa uJJl ~ f..e-~.-tJ, 14/A8o ~ Lt1d~ \i\/-4S' -+R,.. t..J ArO ;fJ~E2:;) / I Equipment/Asset Number(s): AJ f:, t To the best of my knowledge. the above W/45 / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. - Th~ lee ~Iclan: _ ~ _ Serving the Western United States Superintendent/Representative: '~l, 1501 Field Report doc ReVISion 1 Effecllve Date 5/25/05 '1'..... ................'">.11''''''' nrn"..1..A n", th,., _n...rt ." .............r..ti fnr th.. pvrl".,::nlP II".. nf th,. l"h..nt 11m:. rp.nnrt mav not he renroduced In any format Without the wntten nerrrusSlon of the chent and Krazan & ASSOCiates WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 3/15/06 NO. 7614 PROJECT Science & Tech. Bldg. Peninsula College LOCATION Port Angles WA CONTRACTOR Vemo OWNER PAC I WEATHER Overcast TEMP. 44 F I PRESENT AT SITE Vemo, The Erection Co., Krazan I I ! PERMIT NO. to be provided I TO Krazan and Associates, Inc. Contractor, Owner Rep., Project Eng. Building Official Krazan Job No. 106-05-139 SPECIAL HS BOLT TESTING Arrived at the job site approximately 1230 hours, 3/15/06, for HS A325 bolt testing with the Skidmore-Wilhelm tension unit, SN 11238. Set up the S-W unit to test 7/8" diameter A325 TC bolts. The erector's bolting crew used shear wrench to test the bolts in the S- W unit. TC bolts, JH manufacture. Minimum required tension 41kips. Tested bolts met the minimum required tension (see Krazan field report of3/15/06). Ken Havens, Senior Inspector, AWS/CWI, ASNT III ~Krazan FIELD REPORT NO: 65984 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I '7 "'If~ ;?tJ()~ PROJECT #: I()~ - /)51.Y9 PROJECT: ..>e./~"'-c? ANt) LOCATION: f'lJNiJVGu e.A- KRAZAN PROJECT MANAGER: CONTRACTOR: V~H1~ JURISDICTION: n- ANQEt?~-S 1ilCIIN1~~Y.8tbPERMIT#: 6/~ 'IA> ~~~e INSPECTOR: If' $E5"t."Y ~f8 WEATHER: CLL-" ~ TEMP: y~ DN r7/ r~ rf;>/f 1('~/Hfi/~c..ME'hr 'zN~~trc77,pN' (1)r /Cld ~;Vdt'..r .~ ~ ro r-l-;7; ~r J:: , /bo1/A/t$ etu.~ ;:::.. ~ ~ n~ uJ/rll (~1I6 ;,9J?~ E.W.) 1910/0 (41) /f ?Y~~ t.-U,:TH I'€) #--b ~ /AJ_ ~d'1/AM".f OIV...:r~ .4~L r:.1 r,...~_ ~~7/4;dHF m~T1NtG ~~ r~ ON S~/J (~) IF'I t.I.)/tI81-rl(IJJ'N"~.) ~'1 fiAA.N-'tI~ AT /A '; ~t.f (/~/?17~t. 1';t}~5 A, /;;J.:I ?~/A/dI,4r k +-J HA$ ~~) #7 I1EKlI&'~~ tJA~ /NJreR.lJ t!'/" (I) #,9 I '11h~ j7&~ Cl!;NvQ$;I1/t;"v (JJ:TulaH ;'a'tI$' ~AJ/fHAu.. ~NP /YII< .4~f(}c:., I EquipmenVAsset Number(s): To the best of my knowledge. the abovet!f:!J/ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirement1 Superintendent/Representative: Techn;cIan: 0 )~ /~...- - \ Serving the Western United States 1501 Field Report doc ReVlSlon 1 Effective Date 5/25/05 ~~ ___~ _ _______.J r__ .L_ ____I _ _ ..~_ _'- .1._ ...1...... T&..... ....-'^... ......"u "'...... h.. rP....-ntlnt"'..r11n !:lnv fnnn!:l' UlI.hnnf tht". wn"p.n neTTtlISSIOn of the chent and Krazan & AssocIates ~Krazan & FIELD REPORT NO: 65896 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION )(;{;t 2/fd ~t/ tJ;,) S/~~ r~t< .sr/fuc-1't-tx'4L SabL .4NQ1 I I I TEMP: S"o ~ I I I I I /;!/ /;';.5/~61';tp7 !5,(,1C;[ r/tAml! -b tJlfACt! /,..(~Mtt C,,;J;/I/ItJ'd!f:. ~t,.?//~ I -r; c" L L( YhAJ W pC- /,;.; t-, . I (i) i..-t1/'lfJ( ~tf,4c,;f r~;? Me. ~Lf;t r.; /1-.#76 C"y.JN;! c1/tJ~.r Ci/~e /5/7/.,16''< I .5J;:?.(tfS /J f' q..r L,'.J/F. 1..fJ' LI!vtfl ' I o LOWhA If'<AC,,{. ~lfl'1mJf I 1ttLf~ r..? hPl7L CO,A)#$C,1/v'",.)f G L,;o)!5 ~/T##A I Si/JL ()/~ 1..) L I ..,.Iii 21't1# LL III! t. I J 1...? /A,J ;v( 'C, 1t 'i"""" L 'L/ /;f r;J ~ 0 t tI /111.,; /3/1 Nt? L~ I/,tL..5 1ft ',J&~ If. It? /f...J; I -6 {J,J; /2.. I ~ ALL w~L/> {t?L,J1'/,)~L~ AJ1~i/L. w~/fL- tJo;.l1f 4'1 /JtJj,(6-- .5/)4/7'#, Vt'J~1i1 ~ 7/7=$ ~t- J,...IJ~,{, wJrl! /;(~IItf,Al", ALL Wtl#.f w6~,6 /1 ~ ~e./1"~g'L.t J CONTRACTOR: t.J If M tJ JURISDICTION: C/I'1 or r;.rr /1.tJ?cLtf f PERMIT#: b It, 'it? INSPECTOR. /1. T:11#frI WEATHER: 0/ C ,] - ) 7 - 0 G PROJECT #: / tJ t,,, 0 .,5-'/ :J 9 PROJECT: I! CJ S CI/tNCJi -6 ~cJl dl.dl. LOCATION: I..H 2 ;! i.,fuIfJL?5/t/tJ lliJ/d. KRAZAN PROJECT MANAGER: J' /h If DATE: /ILL L J /' / /?-?P/l?~,..)7 C:JN/Vt5 t-//~;.J5 tPrJ C t./;-J~ .+ IA/~I?h;,)? ~ PoL/' c'LJ/J 'r/!~/YJ tf - C L,-;.Jt- ~,./t? L~l/b L #11/1/6' tl If /11 #~ K /1 ~ frJ.5 r~ t) ;nJ Ir t{.f):J 6- IE 7/ r- ~ h~ m tfl/l?#NJ' ~"rI"I. .6 ~ 1/ rrr - r~;! CLI/.! .fqte, /1.6#7 w;4S ~fl5#'. /ILL wtfL~.5 w/f~e Acc1f, /;-#,lJL~. ' ~6rL~ 1L? J/}(uC.:J'I4~pf{, /k/t'J/'/ -# CJOC2./6 I EquipmenVAsset Number(s): To the best of my knowledge. the abOV~ WAS NOT performed In accordance with the approved plans. specifications. and regulatory requirements! I Superintendent/Representative: TeChniCian~ .g:: ~ Serving the Western United States /50/ Field Report doc ReVISIOn 1 EffectIVe Date 5125/05 _ -' ~_-'._ __.. ~___.. .....L.._.... .1.._ n....H..._ __..........~......... ",f th. ...1.....t <Inti l(r!107~n & Ao;:o;:n,..,Slt,.,<: ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 000216 DSA File/Appl. No. OSHPD No. C/~ Cfff Permit No. DATE: J - J 7 - 0 t, PROJECT#: / 0 b - tJ S' / 3 9 PROJECT: f: C. SC /'f.nI,-,;t ~ r,t~fI. Ill//'. lOCATION: j S"v 2 K:.. L u,(/;:;s;t~ /fil/II'. KRAZAN PROJECT MANAGER: cr. /h. CONTRACTOR: t/ It /P? tJ I.O.R.: A, 1/::;~J4'7 PRESENT AT SITE: IE If It t:..1I J~ C v I COPIES TO: /If f7J,t C. / /?? I--~. WEATHER: O/C TEMP: JOP ~ STRUCTURAL STEEL ~~/ SHOP WELDING IE' V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. Item(s) Inspected: /J~/lc.,.f /'~.4/J?;[ -J. 8;L4GIt /~4/P1~ Cr.;rJMt~7P~ /t.A're ~ c::. 11(. U//?# l.f -I .2.,vt:J L~v6L r,(:;,.,.., f1 ?'j.lICL( C. L-I;.J~ C:Prh/ure. I'.f.kC),/1/ lot!... fA //;t~ 2~# Ltf,vJt.t.. IJOt.tt ...s~/rll """#.5 W,6/'~~,( , CO/.d? m p/VJ'€'/l/r c.tl;J~,ev1/~rlJ ,e' C L/~6 (4,~ /L;5.7~,. Location: /1-74/1( A.;f/l?..57AtJ;J 6- v-/4J wtL~~ 0 Welder qualification/certification verified for: !Xl Position: @ ~ HORIZONTAL (OVERH~ 0 Filler Metal: ~ Process: SMAW ~ GMAW SAW 0 Other: ~ Weld Type: @' @ P.P. PLUG 0 Other: 0 Weld Size: 3/16" %" 5/16" 3/8" 0 Other: 1j1 Codes: BY AISC TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE SEL /- ~ A, CS&'1'C ri6),/ 6 ~/'1' To the best of my knowledge. the abo"..@/ WAS NOT performed In accordance with the approved plans. specificatIons. and regulatory reqUirements. Superintendent/Representative: Technician: 4r~ 4231 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25418 74th Ave. S Kent, WA 98032 (253) 854-1330 215 West Dakota Avenue Clovis, CA 93612 (209) 348-2200 r-u r- ""'''r''\'.1 550 Parrott St. #1 San Jose, CA 95112 (408) 271-2200 123 Commerce CIrcle Sacramento, CA 95815 (916) 564-2200 WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 3/17/06 NO. 7617 PROJECT Peninsula College Science Building LOCATION Port Anglels WA CONTRACTOR Vemo OWNER PAC WEATHER Overcast TEMP. 47 F 1300 hrs TO PRESENT AT SITE Contractor, Krazan, The Erection Co. Krazan and Associates, Inc. Contractor/Owner PERMIT NO. to be provided Building Official Krazan Job No. 106-05-139 NDE-UT TESTING Requested by Krazan for NDE-UT testing of completed CJP BF welds at the project. Arrived at the site 1300 hours, 3/17/06. Set up and calibrated UT unit with 70 degree shear wave transducer. The tested welds located GLs Cx9-10, BF 2, Level 2, A992 C.S, W16x45, .565t, detail 7/S310. Welds ID 1,2,3,4, marked, welds 1 and 3 backing bars in place (upper flanges), welds 3 and 4 (lower flanges) backing removed and back welded. UT examined in as welded condition, weld reinforcement in place. Welding FCA W by The Erection Company. UT unit- Staveley digitallOOOS, SN B1554 Tranducer, 2.25 MHZ, SN 6846 70 degree wedge Calibration-IIW Block, Type 2, SN 90-5290 Couplant, Ultragel II Reference level, 43.6dB, + 14dB sound path Leg I, + 19 dB sound path Leg II Testing per A WS D 1.1, Section 6 Findings: Weld # 1, upper flange with backing, acceptable, no relevant indications Weld # 2, lower flange, backing removed, back welded, acceptable, no relevant indications Weld # 3, upper flange with backing, acceptable, no relevant indications Weld # 4, lower flange, backing removed, back welded, acceptable, no relevant indications Ken Havens, Senior Inspector, AWS/CWI, ASNT III -- ~Krazan FIELD REPORT NO: 66101 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: cJ.t) m~~ ;1(;O~ CONTRACTOR: tltJW/1P PROJECT #: I~ 6- tJr/31 JURISDICTION: /r .Hll/d4'~eS PROJECT: JC./~IVc..~ ;rAID .rEc.HAI/JLI1If" SU> PERMIT #: " /~ y~ LOCATION: PEN/N.$Uc.-'t C~U~(i~ INSPECTOR: r: J'1!!".rt..~ KRAZAN PROJECT MANAGER: ..TB WEATHER: ~;A':"" ~1.J4'1t I I TEMP: H-r.r+ I ~J./ j/-r~ h,~ K&/NrMeep ulVc~~rE S;P.LCI#ft:.- r#S~/5'C,-n~N. I I RE'/#~;et:r~LH-r ~EI/IP~r(;r' .L"iVFJt'cc;n<!';p. /? mA,e.t::?~ -t::'A#'~eJ~M'NI:_1 t/,2 f1t},i/).$"~ A#~;EUS' HlI'X $'IJI:J~;'~ ri"lcEIJ ,t7y ~d~ Pa~~ I 7" rsf)-r{N~:; AT G~/"t./iN'.e$: /.7 rt:J "dN K. 7.3'n, ~~ ~",.:J7':l. I , " HI I r3 ..,..Y/J,€ tM/ .:r: 3.".r; .fA,v1'p~t!'ttJ T Td' "IV K. ~/V4 .$~r or ~.a~ HyCi L/)ht~IiEJ.I/6N' JA,""WS CAsT': ~;-HjO. ANIJ f~u-.tp r/5s-r/Eb. I REj:'E~$NC~ C~ I()a~ rt;,f -rESr PA-rA, I I I I I I EquipmenVAsset Number(s): To the best of my knowledge, the abov~/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory reqUirements' Tochn~;i~ .>: ~ Serving the Western United States Superintendent/Representative: /50/ F,eld Report doc ReVlSlon 1 Effecl1ve Date 5/25105 ~ ~Krazan FIELD REPORT NO: 66141 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: A t) mJ4,~ ~Oc:>t; PROJECT #: I (do. -IJ.>IJ' PROJECT: 5G/L,..,CE. ANI) r'€~NN6/.Ort' 8/,j) LOCATION: l'eNIIIISut.A CtJt,t.ct:E KRAZAN PROJECT MANAGER: .7B CONTRACTOR: W #'1 D JURISDICTION: ?~ AN~~~/ES PERMIT#: ~ I' Cl8 INSPECTOR: R S et: ~ Y WEATHER: t:: (,. ~ A ~ TEMP: .r-r ON f/TE ~~~ ~;041t.T ~/~e,. "~NS"rY rE.rr/N~ 4.r I""tS/A.J ~,' I've .fcwcte KUNN/,.,~'UNl)o!' ~~1IN6S If?"" liKE ~. $:1. ~K. /?/5/~KLN~E I? F I jr 1)11. ~Nr/l"t:-;tM!. ElCcAI/Jtl7ed J)tf')41~ r~ l'rhJ /.J ~ dc~KJ -;1lA-r1f4tL dLA~/A/~ /t/llr/f/E .51HL tA Ye~ ZIJ&N1"'/,c"Ed dY ~E" '-/E~# (iF R.Eu~J). SH,4NN~N WIt:..JtfJN,. rrlls lVA-rlvE $U4~ItAIPE tA./I9S , r- PllclS,f;O /8Y I::"JtAZ,",N' Rtf/>., ANI:> rlJ~J> ~ HJ4I/~ "~NErIlA77"w /)jr /"-/0 I~ ", ~N/)le,4.rOl/t6 it~WJ. .8I!A<NJ~ Ct:JNIJ~r/4K.. ,1" pre. wA.f S~~~/lL~ w,-r/l ~' J'TEEG /J,PG L ~/.!,e If/I ~")".JtNe4sE.t> 4J/r# ~A ,G~AV&1.. "HEN ia:JutG#r 'fO ~~)C ~7/A/tG" Su8;;~AP~ 1.)17# :Z:HJjJI). .fT~~~n L{... ;foT/(/Et.L PI 7/11"r "#'~.4IA~ CI)W1""t:.""~/) wlrH HIE PAe~ d?I!JKNr.€"b "'AI #lrA&H/ /&~ 7"~"&~#,,E; ""'''1.1 milt ,.t!~ IA L ""E~r~tJ F4~ .orNs,Ty WI,-14- ",,,L ~1I>u"rs t[)C Gc$qlN'~ ff% C."WlI'Acl1dH, ji'E/'&"If6fle:.&~,e I~~;;? h,~ r~rrPH'/I" Equipment/Asset Number(s): / r~ /) )( t. &1( (I '! ~ .2 To the best of my knowledge, the abov~/ WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Technician: j/ s::.. 1~'~5 Serving the Western United States ~ Superintendent/Representative: 150/ Field Report doc ReViSion 1 EffeCl1ve Dale 5/25/05 f~';liiV_ =:=="-l.azaIl & Associates, Inc. COMPACTION REPORT NO.: 14603 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION :2 f) WlA~ .!lc,$)C PROJECT#: I/)l - "rI3'1 PROJECT: .fc/~NeL A/II'O -rE~HN~U;~Y LOCATION. . f'.(.NINS14I./I C"t~e~t KRAZAN PROJECT MANAGER: ;:)'8 $(.1) CONTRACTOR: PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: /lIE >>1 tJ e I/Jet! ? S'tEI5"LY pr 19A1~cLES" Cl.cA I( TEMP: S-';- DATE: o WASHINGTON DENSOMETER 0 SANDCONE RI NUCLEAR TEST ~ OTHER ,cK ~/b7' / LOCATION MAP N + o Paved Areas (circle one): Sub / Agg / Asphalt o Building Pad (s) o Other ~ Trenches (circle one): @Water / Storm Drain / Utly Curve Unified Soils Classification Opt Moisture ,.t:J ~PS- Test Elevation Location(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction I, ;'~7' 1<.2 .,.. "I.INE ~JD.r 1''' /J/r. r /,1), ? ,~ ,r 2., ;;. c.j 'I' ::r.~ -1-0 L'W~ I 1''' /J~. , 11.1 9t t 3. '-'1.1" K.'- of 6 t.,,.,4 - (j/), y , 1>. .2 " ~ Map Location: Curve Test "~/5'r 7 This tesllng does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future construction actiVities or rainfall events. The compacllon tests were performed at the approximate o Attached Daily Avg Std locations and elevallons shown and indicate relative compaction at those locallons. Honzontal and Count Densities 2'1.1 0 vertical limits of the compacted area were determined by others Our firm does not guarantee earthwork Daily Avg. Std "~I or paving construcllon, nor does our work relieve the contractor's responsibility to conform to the Count moisture Ii/I/. 1 approved project plans and speclflcallons. Gauge# To the best of my knowledge, the above~ WAS NOT performed In accordance with the ~roved plans, specifications, and regulatory requirements Superintendent/Representative: Technician: (~r u.. "-? 215 West Dakolo Ave, ClovIs, CA 93612 · (559) 348-2200 4221 Sf/ekell St., Onlorio, CA 91761 (909) 974-4400 2205 Coy Ave., Sokersfreld, CA 93307 · (661) 837-9200 1501-15" St NW Suite 106, Auburn, WA 98002 . (253) 939-2500 1025 Lone Palm Ave #2E, Modesto, CA 95351 (209) 572-2200 20714 Stote Hwy 305 NE Suite 3C, Poulsbo, WA 98370. (360) 598-2126 54S ParroItSt., San Jose, CA 95112 . (408) 271-2200 19501-144' Ave NE #F-300, Woodinvdle, WA 98072 . (425) 485 5519 5808 - ~~.~"':~~:= ~ ~_~.,~_",."",::=:_~ ~ _._ _,__".. __ ___.,~",;'::h~~_ . I ~ Request for Information 081 ij Detailed, RFls Grouped by RFI Number Science & Technology Building, Peninsula Colleg Project # 0501 1502 E Lauridsen Boulevard Tel: 360-417-7998 Fax: 360-417-6216 Port AnQeles, W A 98362 The Vemo Company RFI #: 081 Date Created: 1/26/2006 :~~w~rC9mp~nY ~':::, LMN Architects 801 Second Avenue Suite 501 Seattle, WA 98104 (qo::R,sP9i:f~ent _ ',~, :4nt!~eRt~ E;iy' , Rich Johnson " " : "Aut"br C9mpaQY ,_ The Vemo Company Port Angeles, WA 989362 , ~',:': ,:<', :,~U\I:1,Qr'~'~y: -::3.' Steve Parshall ,,' ,,: :'Al,Ithor: RFI Number " , < ,- , "'~" ::. '::.:!.. .:i, r;~:~',.t\' '~l:Ibj~_cL:,:~ ,::::' : ',c, Sewer under roof footings '~,c:\);C:onjpa"y'Narij, " ;Oiscipllne Civil Cat~gory , A' ?<' ,~ . '. ;) " > .:"~ " :\ .~~: _~ ~" 'r~ , Contiilct N~me Copies Notes " \;'" - " , -,: - ~...' ,'Qu~stjo~ ", , The new 8" PVC sewer runs under the footings at grid O. Attached is a sketch and photo showing the condition. Please confirm that the sewer under the edges of the footings is acceptable. , " I),ate Reqyir~~:"1l21!20Q6 , ~uggestion ~~~,er ' ,-- > ,- ~ ~> ,'~ ,,~,D~~e"~l)s!l@fE!~;, Provide a 4'-0"long steel pipe sleeve or lean mix concrete fully encasing the pipe (min. 12" cover) at each location. RMJ LMN 1/30/06 Prolog Manager Printed on: 1/26/2006 VemoProlog75 Page 1 )I /~; \---j' - /,- ,-~~ '~ I I-I I I I 11'J I :11, -=0,1 ': ----I I i -- -'H : -- ~ : MFl : ---r h.,. ,,4/?50l .. ~II-- F7 : I ['\' ;5IM, _ _ _(:]'il"L_ , ;:;::: r. J / 1 : -' (I): - I MF1 5/5502 i ". : I, -- ,- 1- -- ~ I <~ I - -: u I~, 1- slj 2"0\' 2'-3" : I ~ ." . ;; fLJ . : I l ' - ----: --.-~~-- : "'-:1' I ~\--(-2'1l") -::;r: 5"2Y2": "~-I 6" , .-1 - 'H' (I). i I : '\ S 1 EP FTG ' -4' , f - - ,11111\1 I : ;ri I}] : I - -, ,-- : 1_ : I I : MFl MF1' I: : """1 I I : I "...",.: I I 5'-0" 1 : 2' 10" ,: 'iF- ;( - - , I' - I -/'I~- -----,' ~ .(( Ii ... ~1.~':~ '/ I i'- '~ "I l '// ,/' ,:' P,l ' I, I' L, - ,"" "-3 ~ -' J~, ' )' '~:- 9 I 'I ,I I -- >, -'10 I -I : (-1"11"1 . I; 'i I ~ - !" =' Ii ~I i- ----- BUILT-UP , I I, , - I' - , SL AB TYPE ;;>: I I : ,...., : MI'l I : a STAIR.: I.': : , I , , I t -- : I, I I~:" : I I I 5/S5~Lu _ .5:: I: '--;- V 'II' I' : 51_pI' : 51-011 : : )'-- 1':' ),' I, : :;~ I 1 F4 I I I' '.' I ~ _H___ n' -- --1. ItIJ~I:1 . j~ r - i: If-111.~, , _ n , , I = I 1 (-2'.:n -- I. I. : l~{ ~ 1,_ ~ ~,~F 4 MF 4 I : ~ >:1 /: STcP FTG , ~(~'1.Q.~._- : 1-- I : , V:I ': '.~ 7" CONC WALl ' I MH I : : t I I '\ I '1/ .' I If{ !,,;!'.C Jr,:JI _ 'F3 'I :,1. I~ M14' i I: :-1;. lh" CONC WALL ' [Y'i } \ < ;:;~ l() Vl V1 "- " 1_____ , I- I' .-- ---- , :F4 EL ]'-3" -~-_.-- - - CONC CURB PER ARCH, TYP r , - 1 ' . ,.,,'? ~ , - ~ , In 1- _~_ , I I I I - ,- I. --I --1' -j - , ---~; . rtr--: , , , : 1_ -. : r4 I I , 1 I I I I J. 10'-4" I I ~ I ~ I ~-"-~-,B!~"-:-!ll L, _. !. ~ ~ll,i: Co , ~ I: ~~ > I: ~"T I: 6" f: I """, , ~w I: , I, , I: I: ^ ----- 12/5501 TYP F4 , : I -- ----- -- -- -: --lp- 1- ;:; ~!8 > V1 '<1' r ::>01> (n~ "- <n lQ/C:l;r\1 III \t.'/V is --<6 I MF2 I / F7 . :-r1 -U:-:Q.~l, I , " , ,,~.I ~ (~//-t~ .~ -- - ......>~ A -STEPFIG :;.~I , 'fj Co i .1.=]'-.ltl" I -, / --- -- rIG PER "TYI' MIN FTG" DET, CTR ON STEM WALL -- - 8" CONC STEM WAL UNDERSIDE OF BU ' LaC BELOW LANDIN SEE ARCH FOR ADD / / - STEP FTG ./' ,- / I F5 (-1'-11") I -- -I I I I I I I I , I I f7" CONe WAI L : F5 (-1'-11") 2'. 3" , 5TI:.P FTG -, _ . / " ,,' 9,,1 / 01'- A~" io.','-" Associates, Inc. FIELD REPORT NO: 65897 <<=Krazan & GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 - .2.:J - tJ t PROJECT #: ?;J / P 6 - tJl~ J :J 1 PROJECT: f; L-, S LI "LdCt5 -6 7'/ZCI! Jf{P'# LOCATION: /0 Z e. L/lt(j(/~s6,J /JLtlJ1. KRAZAN PROJECT MANAGER: J /h tJ CONTRACTOR: tI~~p JURISDICTION: C;r'1 p,r 4",.1' /1',)1-& l~.5 PERMIT #: / ~ c,"/ t 7t? INSPECTOR: d 7/1a;1/l WEATHER: /(: TEMP: Jt/ ~ k~/f 2.4AJ IfL/ (,?;J ..s1J-~ /I//~ ~d/L' hd ,.S1/fUC,/u;e#'1L s J/t~L ,4N~ WICLp7/;J~ I9s ~talA &-/6.;:1' tflf C,p;,) ~J1C.70A'. 1f~/1 ?.4~ 1?15,Pl ;#~ /Lc1'6,e,? w~tblJ' /f'r,' (d) L~/,A.Jt~ G~/lc,( j~/7J')?J!. /irJP? C!Jtwn,;J 1f$~ s-it:P~ /(,412 WbL.#J 7 57' L~1/;;L r;/; a ? S /7/1 tJw6, /f~ -'" ?(~ ~ /f-nJ,V' c::..,LU~M) I.fI'1JI! I~i /2/fre W~t-e?'s ,47' /.f'r L~1/6l (;-/11. 1f'1 ;(e.n/,;z);5/'# tJ. ?A,,;Tz . h/AIlJl WtJ1'9J5 <:?0 01//14< /I~4ck ?~/?n?lt /.sf' L~I/~L /1/IJ1!/ L.()/;tJft~ ,tJ~4C:,t! //(~/h.c /17...2.,v# - ~~v.6L ,4y G II I~ rtf''t t:lOi.-{L" .5;4?;/'// (lJ) LA/'/?~ 1f~4t;t r~I'hU If()Rr L~vJ!L 4~ C/;o ~C/f ;44/L? p1,,) jP/c. ~~ (J y f(~# G R'n/l? (gJ c:f~ W~t-t1..5 1'<.7v?r 1-15-1/151. /1;- c;, /12 -b 6-/1 J 'I- It? /6,2/1,11"')1, 111 h7;f'<11 /?/hJ//(tfJr/6-, C 15/ w6W.5 /'t/?C-ft,::? wir/l 671 r-t Jlsl'. ALL t)?/I/~'< WE w~ /LH'C6# w/;r# L 7/ 7=,,$ -%/: /9LL- t-'1111 ~ /L flM/: f)1/l);"e 17''1 tJl/ ,bl.ec..f( 1-1//..) J/e,f".J /L.4CM /?;.I,tP' J'~Ct/~~ p~ ~ ;,,/~ r~P/? '1-)2 / 15- r L"....Jef /f;{r-~~ ~ ..5'.7l<UL. ;/~~/1" /'f..6',P't?,.--7 "#:6002.17 I EquipmenVAssel Number(s): To the best of my knowledge, the abov@ WAS NOT performed in accordance With the approved plans, specifications, and regulatory requirements, Superintendent/Representative: T.Chn~ 11~ Serving the Western United States 1501 Fjeld Report doc Rev1Slon I EffectIve Date 5/25/05 The mformabon provIded on thiS report IS prepared for the exclUSive use of the chent ThIs report may not be reproduced In any fonnat Without the wntten pernusslon of the chent and Krazan & ASSOCiates ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPEalON 000217 DSA FileJAppJ. No. OSHPD No. C,'.:~' t;::" Permit No. t, / ~ 'f- t? CONTRACTOR: l/ f.;1J {} 1.0.R.: A'. 1/f7P /1"1 PRESENT AT SITE: /3lfkC-I'/J;"J C.? COPIES TO: ~... :r: ~ c7 m~~. WEATHER: ~ TEMP: e::? DATE: PROJECT #: PROJECT: LOCATION: ~ STRUCTURAL STEEL psJe / SHOP WELDING JXJ V.T. 0 MATERIAL 10 0 U.T. 0 M.T. Item(s) inspected: B,(;4CIf /~Al"J?tt.5 j,II-J:, 2.nI# L;t.t/~L G//I I ~ C/q ~ I&/~ ~ C f /' ;(?p/ i.L,v,5 t r;./// J &./12.. ~ / v/6.-, 2 o P.T. r;/IZ G//.J,c)// Location: ~ Welder qualification/certification venfled for: /4/1/rI ;t:/'If t:1 6-/"fN'lZ vv/fPP WtJ'tt/J, , ~ Position: @' ~ (6VE~ 0 Filler Metal: &?/ /-6.J, 67/7-? ~ Process: SMAW GMAW SAW 0 Other: ~ Weld Type: & @ P.P. PLUG 0 Other: 181 Weld Size: 3/16" ]4" 5/16" @ 0 Other: ~ Codes: GP AISC TITLE 21 TITLE 24 USC ASME 0 NOTES D DISCREPANCIES D % COMPLETE To the best of my knowledge, the abo@ WAS NOT performed in accordance With the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: CLJtf~ 4237 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota Avenue Clovis, CA 93672 (209~ 3~8::??9.o 550 Parrott St. #7 San Jose, CA 95772 (408) 277-2200 723 Commerce Circle Sacramento, CA 95875 (976) 564-2200 LMNARCHITECTS MEEllNG DAlE 5/30/06 SUBJE~ Structural Stud Framing LOCAllON Site A llEl\OEES Jim Lierly Tracy Gudgel Arne Verno Steve Parshall Peter Schomaker Rodney Broome Rick Owen Kohashi Rich Johnson City of Port Angeles Cityof Port Angeles The Verno Company The Verno Company The Verno Company The Verno Company Vanderlip MKA LMN D1SlRIBUllON Attendees, Jim Copland, Matt Graves, David Wegener NOlES MEETING NOTES PROJECT NA.ME Peninsula College Science & Technology Building PROJECT NUMBER 03186 lit, The purpose of thiS on-Site meeting was to dlSOJSS the studxlnflguratlon and shot pin installation related to the rorrectlon noba:! ISSUed by the Oty on 5/12/ 06 OJrrent Iy, the Slena:! wing is the only building with metal studs Installed 053006 1 The Oty noted that the structural design df1e studs is approwd, howe\ler there are outstanding issues regarding stud oonfiguratlon and shot pins as Installed 053006 2 The group Inspected and dlSOJSSed the framing athe edge of L.e>el 2 slab on the south side of the building LM N noted that this framing is a different configuration than at roof le\el The Oty had no stud ISSUes In this area exrept that the group ageed that the header studs at openings should not be fastened to the full height jamb stud to allovior deflection between tlfl two LMN Will reView where JOints may OCX1Jr In the GNB or sheathing 053006.3 The group mowd to the Inside of the building toreVlew the beams at the edge of L.e>el 2 slab on the south Side of the building The Oty, M KA. and VanBr1lp used the scissor-lift to dosely inspect shot pin penetration through the beam They noted that at some pins, the tip of the point is ViSIble and at others there is?"ly a slight dimple in the web 801 SECOr-DAVENLE,SUllE501 SEATllE,WASHINGlON 98104 206.682.3460 FAX3439388 ~ - .:s ~ ~ 'F ~ --- c[ CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5th Street, Port Angeles, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 08-00001047 Date 9/12/08 037340 1502 BLDG M E LAURIDSEN BLVD 06-30-14-2-1-0000~0000- PEN. COLLEGE - SCIENCE FIRE SPRINKLER SYSTEM PUBLIC BUILDINGS & PARKS 20000 Application desc ADD NEW PENDENT FIRE SPRINKLERS FOR NEW CEILINGS Owner Contractor WA GENERAL ADMINISTRATION PO BOX 41000 OLYMPIA WA 985041000 (360) 902-7272 Structure Information 000 000 NEW FIRE SPRINKLERS INC 1014 N ST STE 200 SUMNER (253) 862-0099 FIRE SPRINKLERS FOR NEW WA 98390 CEILING Permi t . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date FIRE SPRINKLER COMM NEW FIRE SPRINKLER HEADS 132902 347.75 Plan Check Fee 9/12/08 valuation 3/11/09 226.04 20000 Qty Unit Charge Per Extension 95.75 252.00 BASE FEE 18.00 14.0000 THOU BL-2001-25K (14 PER K) permi t . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date FIRE SPRINKLER COMM INSPECTION & TESTING 132910 100.00 Plan Check Fee 9/12/08 Valuation 3/11/09 .00 20000 Qty Unit Charge Per BASE FEE Extension 100.00 Special Notes and Comments Call for cover inspection for all sprinkler installations. A full acceptance test will be required for all fire alarm systems. 0i IJq Ir 9/ V ~, 0& Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 447.75 447.75 .00 .00 Plan Check Total 226.04 226.04 .00 .00 Grand Total 673.79 673.79 .00 .00 This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examimrl this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. '1jIZ/O <2 . Date Signature of Owner (if Owner is builder) ~vt~ Sign~ture of Contractor or Authorized Agent Date ~Krazan & Associates, Inc. NDE REPORT NO.: 2644 GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ::,'U)t~~~ ~, ',~ ~ 0 L~ 5 3 - :< 0 - O~ /0;- ~~ ~A'- At" ~ r p U11<::: LOCATION: 110 7)" J j~; 8ft- J &-'em I 0:. KRAZAN PROJECT MANAGER: ..J ~ DATE: PROJECT #: PROJECT: CONTRACTOR: PERMIT NO' INSPECTOR: MISC: WEATHER: TEMP: <I~6 rsg STRUCTURAL STEEL g] ~/SHOPWELDING 0 V.T. ~U.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-96/~- Material Alloy ~ Weld Joint Standard no. AWS D 1.1-96 ~ - Material Thickness ~ Weld Process Calibration Standard IIW type 1 or. S Ref. Dwg/detail ns=near side. fs=far side. Tf=to f1an e. Bf=bottom flan e. Wb=Web. N.S E.W.=com ass directions. t=to . bottom. T & Bf=to and bottom flan e DATA DESCRIBED IN AWS D1 1 DISCONTINUITY INFO ~ ~ z ~ en 5 z ::5 :::> <!l z <( 3: !<e D- o z :::> o en o MATERIAL ID OM.T. o P.T. a: ~ W I- :-: z 0 w z 0 C,,) w Z w 0 0 Ii: C,,) --' --' i'1: w w 0 a: :;: :;: D- :::> ::;; ::;; u.. w en 0 0 a: ::;; a: a: w 0 u.. u. C,,) a: w w Z I u. C,,) C,,) W l- I Z Z a: <!l b: ~ ~ w z en en u.. w w w --' 0 5 5 a: a: 0 en 0 --' t; z w 0 > i'1: --' w --' w <!l w <!l w --' z z :;: w ~ --' > w 0 u. w C,,) ~ 0 w --' z a: a: ~ :::> t; w :::> t; a: z 0 w w w >= w w u.. u. ~ u.. Z C,,) W W w PC MK I Gnd Line <( 0 0 a: Cl :::> a: C,,) Cl 0 D- <( lD IN HOURS OUT ST OT MIL CONFORMANCE OF WORK ! To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory reqUIrements. Superintendent/Representative: Technician: 215 West Dakota Avenue, ClOVIS, Ca 93612 · (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 · (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 · (209) 572-2200 545 Parrott St., San Jose, CA 95112 · (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 · (916) 564-2200 226 N. Sherman,S. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 NE, Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodmvllle, WA 98072 11913 N E. 103rd Avenue, Vancouver, WA 98662 · (909) 549-1188 · (253) 939-2500 · (360) 598-2126 . (425) 485-5519 . (360) 254-3200 Associates, Inc. FI ELD REPORT NO: 6589 8 8Krazan & GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J - 2 I - 0 b PROJECT #: / 0 t - o5'l:J 9 PROJECT: f? C. Sc. '-~nI Cob <6 UC-II /?LItl. LOCATION: I.f'o 2 /~ '-'19""'<'#"> /-,.,) 15i.. 1/J1} KRAZAN PROJECT MANAGER: z:r /?? If CONTRACTOR: V ~I/h 0 JURISDICTION: C/j''1 pr ~/ r PERMIT#: (; / t 4~ INSPECTOR: /7. //'1/,p,.,., WEATHER: O/C d~b-~l~.5i I I I TEMP: .52 5' I I I I I I I /(//iZl1rJ /,t/ tJl;,) Jll$ 11{/-.5 //'/1/Z h,( \)1/(t/CIU/.4L .s/z6t. #~ WeL~/;';6-- 1"J.J'/l5.c;J/~;,)As /L cfwttf16P' If,,;, C.?~J/<~-?e;.JO;,(. . 1f~1!24.J R'~/' J/iJu;1L{;'1 /A/J/Lc~.(/ W6t~f ~ " @ L ~fr/6~ /!,(t1c;,t r'<~/l? &.5 4#,1 C.9LU;n~ ~".5t:.. t;/L/J,#M 5' i sr LIf v"€/- /PT G/;o. I/1 ~ Wttt15 /L/lCPJP If r ~tltr SY'?/rlf , ~ 8 u ~ ct 1'/'7e-.f /.Jr)..."vtt. 'I'" t1 '(9w!rSn-,/1' C i! I(, ~t. ~.J ~LJ )..t1l6L C . 'It) (J,2. wllJly J?L;fct# Jf~ #,1,nl;IVtl'/I (;r1~/2. @ C:5 ~ Wtft#..t /Pt' ~ ~pr L6//tC. r/9.7 I r /'l J;, :r. 9111 -p qp,g' .. 1/1/&"#..> /t#Ltt/' If'! m#~i( /l~n?.fr~v".JtY (l) ALL- C ';)~Nt?l'/;~.5 IJp .J..,.;t:' )"t,vet- j"./ /-I1!t<6 Il;f,/?/VJJ CO,.},n/p Cfi# 70 wt.;f t'r ~.?j.tlrn#..5 /?,./~ 4.;.)~L~ f"ttJ,;,) CLI/J ~.;J t:?/ ~~ tf~/I/'J?f wet~&.# 10 C:JLul1'J#J WAd Aj(c C:;""'/L~7if# A-/-P 9-/2~ 4LL W~.f JPt.4ctf4 /Jcco/,,.t)/;Jt... Jc; /I//,;(,)t/6~ r'L4';J.s ;1,;,}tJ7 A//J..12~dLb . ~JJ1Njj/1/f/J-> /5&r~;< ~ 57;<tlc.,/C-I~,lfi ~.L~/f/ qtJJC)o~/~ I Equipment/Asset Number(s): To the best of my knowledge. the abOV@/ WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. rOChnlCia4 ff ~ Serving the Western United States Superintendent/Representative: 1501 Field Report doc ReVISion 1 Effect,ve Date 5125/05 Th.. .nf""..........h....n n.......'''.-I...-I nn fhu~ .....nnrt 1<:' nTPmlTPf'i fnr th... pyrl....:lvp m.p of thl" c-!lpnt Thl<:. I"p.nnrt may not hI:': re:nmrluce:d In any format Without the wntten nel1TIlSSIOn of the chent and Krazan & ASSOCiates ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION o 0 0 1).3 8 ~... Jl DSA File/Appl. No. OSHPD No. t /{;'ttf Permit No. DATE: :J ... ;2..) - t) b PROJECT': I t? t - (:;..5-/:/9 PROJECT: ~ G . S' c i~ ~tl5 -6 ~Clt rtf'd, LOCATION: Ifoz.. L L.-?t{~/~5L;) .$'GI/# KRAZAN PROJECT MANAGER: .f /7? ;:to COPIES TO: WEATHER: CONTRACTOR: I.O.R.: ~ 6--;5;( TEMP: ...s 2. Q 00 STRUCTURAL STEEL Location: D Welder qualification/certification verified for: ~ Position: ~ ~ €JRI~ €ER~ D Filler Metal: ;;7/-;;.t -b tf?/T-~ !XI Process: SMAW ~ GMAW SAW D Other: !Sa Weld Type: B" @ P.P. PLUG D Other: D Weld Size: 3/16" 14" 5/16" 3/8" D Other: ~ Codes: GY AISC TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE ..5~;f h~t4 Jf~~y'/ -d ~Ji'rR i To the best of my knowledge. the abov@/ WAS NOT performed In accordance with the approved plans. specifications. and regulatory reqUlreme~ts. Superi ntendent/Representative: Technician: 4tf~ 4237 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota Avenue Clovis, CA 93672 (209) 348-2200 550 Parrott St. #7 San Jose, CA 95772 (408) 277-2200 723 Commerce Circle Sacramento, CA 95875 (976) 564-2200 Associates, Inc. FI ELD REPORT NO: 6 5 8 9 9 ~Krazan & GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J - ;2 2 - t? b PROJECT #: J 0 (, - t:J.s').3 CJ PROJECT: /:c.., SC/IIAlCL 6 ~c./I ill4. LOCATION: 1J'P'2. L ,t,4t1~;.t:J.5tf~ IStvt1. KRAZAN PROJECT MANAGER: J I"? 1f'. CONTRACTOR: ~~""~ ',.,)6hLd'f PERMIT #: INSPECTOR: WEATHER: TEMP: :1 ff/4ZA.d ~,e/ t?~ Si7b ;Cp~ S/'/I./c'~/f/9L S;h!.it.. A~L? vVeL j}?1;,)~ IhI.s~~Cr;j;,J 8cf ,R~ &>tI~Sa.GJ ,8?'f Co/l/'h<Ac"/IP...e , I I I I I @ c.:r:A tJittf'f t7,,) 2",,/fJ J.LVhL A:r c;ll/.{, . (;..///.'I j C.,S'IIl~ -p:L. ?/II I Wt.t/.l.J ~L/lCIf.j)1 w;'rll It. 7/ r:t x.:lJJ2'f Lfr Ji?4/f'J.( 4~/h5-7/e?#6- I I (!) t.pWe;( /!,(/1CI!. r,,(/lm/! /'9vt!) CpLt..(MJJ I!/I.f,e S/tJ~/JL4~.5 4;- .Tlq J ! :;:/JI -j,. r//o IS7' L;tv-tL A;./~ U//~/f ~/;?C-~ r~4fi?~ W~L.#f 1,fT! LeI/e.!. ~/ I/1. t' /L,fC,6/J? w/Y,I/ ..6'71 ;/-R x 14/' 11'1 attc; ..1>>1/;-#: <<&.1' I/I~ u/lll '! /W.5/~c1ftb' wfit#S: ([) U I'/e;( /tf#ce r~,,4P1~ wp,:,/:1.5 ;2.,J~ Lbt/~t. #r Gal ~ G/lo ~L,4ct5# M./lTJI /~?/r...? x ,%"," If,? f(~N"J6-r// t:--4/1/1'2- /It? W~l#5 w;&;t~ //6/;I~#7~~ /~~f/: I<Eff.12 Jr; ..s'f/!.I4CTuK/ll ;(;~rr Ff- &;00211 I Equipment/Asset Number(s): To the best of my knowledge, the abO@ WAS NOT performed in accordance with the approved plans, speCifications, and regulatory requirements; Superintendent/Representative: TechnJcian/2-wt5 ~ ~ Serving the Western United States 1501 Fleld Report doc RevlsLon 1 Effecbve Date SnS/05 Tht" mfnrmRtlon nrovlded on thl" reoort .'; oreoared for the exclUSive use of the chent ThIs report may not be reproduced many fannat without the wntten perrrusslon of the client and Krazan & Associates 000219 azan & Ass 0 cia t e s, I n c . GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA File/Appl. No. OSHPD No. .J- ;2. 2-0t PROJECT #: J t? b - P 5'/ 3 cr PROJECT: /!c. SC,;'€NC,k.J> 7/;c-1I tfLP'. LOCATION: /SP2 .Ii J../luAiJ1-:f,.~,J /?LII.tJ. KRAZAN PROJECT MANAGER: J. /h t1. . CONTRACTOR: &16 7'~ v,G/YJf) /9. 7/? r /J/'h PRESENT AT SITE: 6 ~Ji c..:rl; ~ C- 0, COPIES TO: ~~.:JJ~t-/ m/1,,)46-1E1'f WEATHER: /'/ ~ 1;:,;(/1 i.v TEMP: 5'3 p Permit No. DATE: !.O.R.: ~ STRUCTURAL STEEL ~ / SHOP WELO~ ~ V.T. 0 MATERIAL 10 0 U.T. Item(s) inspected: C~ <oJ.r: tJ6t-tl.f J 2N~ L~l/6 t #:/ 1., 2/1 I ' gt<,4?~ f~A/h~.f. IS'/' J..~vbL Af' f5~ /I tt ~ re/-l /J1;t.j J. ~J/ j.. 61/ t t .4 /' /I t t Vt/ t,t;/ 5 o M.T. 0 P.T. G/II. b / Gill, 'I J G- ~;,/lt>.p ;)/"1 J fill / f/Jp -6 Z /&1, t (;/11 J (; /10' . /L-#?6~ W/~/I /'~kll~#l Location: o Welder qualification/certification verified for: g) Position: 8 ~RH~ 0 Filler Metal: (1//,- '6 E7/r:t ~ Process: SMAW SAW 0 Other: I8T Weld Type: ~ ~ P.P. PLUG o Other: 0 Weld Size: 3/16" 14" 5/16" 3/8" o Other: ~ Codes: @j) AISC TITLE 21 TITLE 24 USC ASME 0 NOTES 0 DISCREPANCIES 0 % COMPLETE S~t! nit# ;('"E/PI"'/ ~ ~..J5'9? To the best of my knowledge, the aboveG;}/ WAS NOT performed In accordance with the approved plans. specifications, and regulatory requirements. Superintendent/Representative: Technician: 4#'~ 4231 Foster Ave. Bakersfield, CA 93308 (80S) 633-2200 25418 74th Ave. S Kent, WA 98032 (253) 854-1330 215 West Dakota Avenue Clovis, CA 93612 (209) 348-2200 550 Parrott St. #1 San Jose, CA 95112 (408) 271-2200 123 Commerce Circle Sacramento, CA 95815 (916) 564-2200 WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697.1771 FAX (360) 697.7316 TO Krazan and Associates, Inc. Contractor/Owner Building Official DATE 3/22/06 NO. 7620 PRO.JECT Peninsuls College Science Building LOCATION Port Angeles WA CONTRACTOR Verno OWNER PAC WEATHER Cloudy, Lt. rain TEMP. 51 F 1215hrs PRESENT AT SITE Verno, Krazan, The Erection Co. /1.1/ t', PERMIT NO. to be provided ::J '.1' , ?f)f!(' J Krazan Job No. 106-05-139 NDE-UT TESTING Requested by Krazan ofNDE-UT testing of completed CJP welds, W -beams to BF connection plates, Level 2 and Roof Level. Set up and calibrated UT unit with 70 degree shear wave transducer. Welding FCA W by The Erection Co. welder MA. Upper flanges, backing in place, lower flanges, backing removed and back welded. Welds ID, marked, 5 through 34. Examined in as welded condition, weld reinforcement in place. UT unit- Staveley digital 1 OOOS, SN B 1554 Transducer, 2.25MHZ, SN 6846 70 degree wedge Calibration-IIW Block, Type 2, SN 90-5290 Reference level, 43. 8dB, + 14dB Leg I, + 19dB Leg II Testing per A WS D 1.1, Section 6 Ultragel II couplant used with manual scan Findings: Weld # Location, within GLs 5-10 GL Cx9-1O rooflevel 11-12 GL Ix9.9 rooflevel 13-14 GL Ix9.1 rooflevel 15-16 GL Jx9 roof level 17-18 GL Ix9 roofleve1 19-20 GL Gx10 rooflevel acceptance range. 21-22 GL Gx11.8 roof level 23-24 GL Gx11 rooflevel 25-26 GL Ix9 roof level 27-28 GL Ix11 rooflevel 29,30,33,34 GL Gxll-12 level 2 31-32 GL Hx10 level 2 Results Acceptable Acceptable Acceptable Acceptable Acceptable Acceptable, minor indications upper/lower flanges, within Acceptable Acceptable Acceptable Acceptable Acceptable Acceptable Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIGNE ~~KrazaI1 & Associates, Inc. FIELD REPORT NO: 65900 I GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ~ Il If.. AN 6-,6" l.6'JI I I TEMP: S''f tP I I j(/4Z/fA/ ;(1/ tJlp .site -r/I/j ,t:1#a /f5 /'~tRt.l65a~ /1'1 &~M'A~P~ J/~utJtfIf4L s7ZfiL Ani(/? Vt6?4/';;t..- /;J~/L(/!lP,;J I I I I u/lCJe,,( t';(At~ ?~A/hL Vbt~.f ISI .L;~v6l .4-r Z'{J7", , J),/L !- L '1/9 .:'4(./~ L()w~tt.. i"(ArL r~AML w6U.5 2NJfI.L.6t.J~L 41" -'-/~t. //5 J-.'t/9-p .J..,(.l9 At'- rJr7';L/LSI5 I..-JE1-P'.5 LJ~.eL /'L#C~~ J11J a7~{:.,s~//I;wi71/It7/r:-? I I I CONTRACTOR: vl~~~ JURISDICTION: C/"/'1 ole Ar/ PERMIT #: Is, / t 'I? INSPECTOR: A /'/1 7bm WEATHER: )7 C- DATE: . ? - ;2. :3 - 0 ~ PROJECT#: 106- tlSlJ1 PROJECT: If C I ..>c.Jdwc.1f' -6 /;1.(;/1 tfLr/~ LOCATION: IFa Z ;! L/1'1;</~SIf;-J tfLt/J;1'. KRAZAN PROJECT MANAGER: if. /1?.,tl. J(.4AZ;9;J ~;i/ )~.5~LL1;t,tJ Wtt#J: - IA f1//f~ 11~~{,,e. r/f.4/YJk w6t~{ .2~;f' L..ev~L pJ/' r /10 . fll/ i .:l'//L?-b r/q w6'-<~ h,4C;f~ g'Y ){;!d;Jh7'1I (;.,4.n/1'$ W;17;- /f?i r:-r . C . ;f, /: WLl#J' 2/1/# J.bviJ.t 47' r /9.'1 j r /9- t -6 J /1 ~t.4t:f# 8., m/9.t<ft 4/tYJ/J<'J"Lo.d~ WI'r'1I ~ 7/~~' C .J. /'. wlt~.5 f(ov! 1-1~l/tt.4/ C /9 j 8.)//1 ~ (J,.5!i:2. ~L,~~~/ 81 m,1~K /1;t/YJ51"~v~6 j"J//I/ 61);--8 rtLL w.eL#J ~L4C/JL1 WI/II /'1f6'-II/C/P/ j{K-/;!A 'It.7 Sr'~ t/C,T t("e /?t /<~/~/lT -p:. t:JOt? 22 .;? I Equipment/Asset Number(s): To the best of my knowledge, the abov<!fib9; WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Technician: ~ ~ ~~ Serving the Western United States Superintendent/Representative: 1501 Field Report doc ReVISion 1 ElleelLve Dale 5125/05 ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 000220 DSA File/Appl. No. OSHPD No. Permit No. C /, 9.? DATE: "{ - 2. "5 - tJ t PROJECT#: / ~C - 06/31 PROJECT: I!' C. Sci&;r)t:-~ AvA? Yt:-// (Jt,t:? LOCATION: ISO 2 ~ J..At{~ it? fJf,;,) 1ft I/If? KRAZAN PROJECT MANAGER: .T, /J7 . If. CONTRACTOR: 1/ e A f} I.O.R.: 4. 1/1 ~/1'7 PRESENT AT SITE: /t~;t Ct/P;J ~:J; COPIES TO: ~t)fl!' t:--r /??4;J/?&-~,< WEATHER: / t:. TEMP: ~ STRUCTURAL STEEL m~ / SHOP WELDING ~ V.T. D MATERIAL ID D U.T. D M.T. D P.T. Item(s) Inspected: ur'/J1A /f;e#~13 r^/I/he. tJ~L':?...5 ~ ISJ1LJtl./eL. #/ J:/1.~ /J/~ I j.'1/'1-6 I~~ 1'1. 1 1-f)W,e~ J5~/)C~ ~~~Y1'J~ w~tl1s 2n1.t/. '-~t/.{,L,4r r/1.t.J II/I.,j I: '1/1 7 I, '/r ' '1 Location: t.-1/'f,t,< /J~AG/;' .I;(t?mJt lJ/El;/S 2.N~ J..LV~l ,4/ F/lo. f/n.I//ol -J7,re:1 ,., I C J" /' ti/ tE..~;I' .s .2. ,,; t1 ).6 v/G L. .# r 1 C.S I' Wews ~p,?f t,~//t! l. /11' I D Welder quahflcatlon/certificatlon verified for: ~ Position: g ~ ~ER~ D Filler Metal: E7/f-? -6 ~?I p~ ~ Process: SMAW GMAW SAW D Other: ~ Weld Type: ~ S/ P.P. PLUG D Other: D Weld Size: 3/16" %1- 5/16" 3/8" D Other: ~ Codes: @ AISC TITLE 21 TITLE 24 USC ASME 0 NOTES D DISCREPANCIES D % COMPLETE ;{tr~;t 1P r/ilb? ;f~~rT # ~~9t)tJ To the best of my knowledge, the abo@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: T echnici an: 4;t/~ 4231 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25418 74th Ave. S Kent, WA 98032 (253) 854-1330 275 West Dakota A venue Clovis, CA 93612 (209) 348-2200 ~II r- _"nv 550 Parrott St. #1 San Jose, CA 95712 (408) 271-2200 123 Commerce Circle Sacramento, CA 95875 (916) 564-2200 WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 3/24/06 NO. 7622 PROJECT Peninsula College Science Building LOCATION Port Angeles WA CONTRACTOR Verno OWNER PAC f" 0 0, \" t ~ . ~f t,'"\( '. ~' 8 2006 WEATHER Cloudy TEMP. 52 F TO PRESENT AT SITE Verno, Krazan, The Erection Co. Krazan and Associates, Inc. Verno/Owner PERMIT NO. to be provided Building Official Krazan Job No. 106-05-139 NDE-UT TESTING Requested by Krazan for NDE-UT testing of completed CJP welds, W-beams to BF connection plates, Level 2. Set up and calibrated UT unit with 70 degree shear wave transducer. Welding FCA W by The Erection Company welder, ID MA. Upper flanges, backing in place, lower flanges, backing removed, back welded. Examined in as welded condition, weld reinforcement in place. UT unit-Staveley 1000S, SN B1554 Tranducer-2.25MHZ, SN 6846 70 degree wedge Calibration-I1W Block, Type 2, SN 90-5290 Ultragel II couplant for manual scan Reference level-43.8dB, + 14dB SP Leg I, + 19dB SP Leg II Testing per A WS D 1.1, Section 6 Welds ID and marked 35 through 40 Findings: Weld # Location within GLs 35-36 GL Ix9.4 Level 2 37-38 GL Ix9.6 Level 2 39-40 GL I.2x11 Level 2 No relevant indications for the above examined welds Results Acceptable Acceptable Acceptable Welder MA has completed 40 CJP welds without rejection. NDE-UT examination will be reduced to 25% of completed welds for this welder. Ken Havens, Senior Inspector, AWS/CWI, ASNT III ~KrazaI1. & Associates, Inc. FIELD REPORT NO: 66340 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ;l <! h1-~ ~ t!JtJ~ PROJECT #: / (!) 6 - (!) S) :1'9 PROJECT: f~lV~ ~ ~ LOCATION: fMIN5<<l.A ~(,t,4&.L KRAZAN PROJECT MANAGER: ::TO CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: L/~1I1 () ff' "A/~p.4ES "/~~' P~A1N .$&GI.Y! ~t$/I~ TEMP: .1B:S &A/ fIre /fNt JI',e"&I,4';' .cNJ,PA~C--ndN "~"R,t!"I"IVrd,,r~4~ Ce1;'V&-'?t/t. r,,:1 f'l.4c.E-WlENr A r {., e (! rM...-ltJ:. riA -t..L reJ c.A.N D" rUIN IV A- L. L- I (;/tID i-/~~S' X ~.r; 3 .s:; l. -UV~ ~ ~ .j::r pV 7,1'(.~~r. IIl}f)) 8.~) 18 fr> 7.7, s=t,. ~1~~6"'J 7,97 1$192 +0 cSI111 14t.~(J. k12/ I,,' I 7'0 " S7"6tr1 ...v/fI.,L" K6 JJ./ ~1Le.E, ""'-EN"" C,IJ ^', t? It. WI S rCJ S 7" It. c,( c: rwJt- I I I4L f)Il.AtUIAI~~. Cnu,...,#rG 'Ut/lL~ Dr PUnfP ANn /'A,A./$'LJLlbA?'~b 8t" W1feIfANN~/U. VIQItAT/~A/.. ~d"'~~erlE '7"If:Sr6t) rofl reJrlr.eK,,7t;tItF. I S(.liU+fP. row/( C"~RJ!'JJ7fIW ~A-W'7jd('E$ ~ 1'1$ r "r: 141..,6-'=( E S' ,."" ~ ' I r <10 S" S- I /<' e r € It eN c..1! c.. R I r; () 0 IJ ro/f TEST ./Jlt"rl'f. I I C()"'17bfCrf)~ 1ft-so I'l/f-G60 ~ ~A~Pj tJr ~N6~1.~$ n'1/>< C-YOs-r~:J.. JM r#r TLs;' PA-NLL. ~~/<,,;Jt~ ~L "'c../~P tAl L I/Crs ITer B06e,A'r" I1litcl('€r.. ri!JN~~ t:.tJKSIJI,,.-,~J) "." ~eN"N'le~'- i/1/~~77tJN'. C~u~~GT/S, T'lEsn:g 11-r r6W1At'IlJt~€-. ;'1IIt) S(,wWlr! rdt;tA C,,~r-It,rS"S'It7A/ r $"Pl-I'nP(,E..S 1:19-$/ rblC Sf"ie4AI~~ 77ES'n~.. R~FIS~~.IlU:_/~ C. R I" ,,(),., Fo~ ~5. r -1J-F1- Y">>-z I EquipmenVAsset Number(s): To the best of my knowledge. the above(!!!) WAS NOT performed In accordance with the approved plans. specifications. and regulatory requirements. Technician: e )': -- "-(, - Superintendent/Representative: Serving the Western United States ~ ] 50] Field Report doc RevISIon 1 Effecn ve Date 5/25/05 The information orovldoo on thiS reoort IS nreoared for the exclusive use of the chent TIus report may not be reproduced m any format Without the wntten penrusslon of the chent and Krazan & ASSOCiates @KrazaIl & Associates, Inc. FIELD REPORT NO: 65796 I GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 - :J. If -vb PROJECT #: I () t - t?fl.J 9 PROJECT: I!L. Sc/'~,t;L oJ 12~1I /lt~ LOCATION: J.Jo'1. 1". J.At1"/~S~~ /ft,vjj. KRAZAN PROJECT MANAGER: .::r .m. ,tJ'. tJ ~ffJt? JURISDICTION: t::,,1"., 'Ie ~/"r 4,,;j,J5'te..r I PERMIT #: t;, ~ 't B' I INSPECTOR: . 7I1vI'" I WEATHER: t:~t>1I,?'f W ~AI;"; TEMP:..5'"2" I I 11~11:2/1# ~Bf? ,,;J .5.1~,4 r#iJ ##% ~.5 /K&tI~.5r'.e,tIJ ,/~ I t:o,.J1/<,4c,-;;'~ t!.:1j( Sr/fdc,rb~AL ~~~L. A,vP' VEt#IIJ&- /AJshc'.JI;;~~ I I I @ All A,,)~Lt fA"JJ c,t;/J,J II;'; 1'"yd d~ dtAm..t rlld c~##~~r '10 W~# ~~ I C~ lUWJ,,)J "Jt,> :1,.J~ ).,rtll!J. C /'1' /1. r/?,,:) /1' I" I.JA1/~ 41te,,) wi! tiIP,E,d I I I CONTRACTOR: k'A/I Z;1J11 ~t'/ /AJ.5;'~t,f'.6t?" l~el~J ~ . @ ul"~~ />,fA?f, f~l9mt w~t/.J ~~ ).~() ,I.~v~t /lr q/~ 1> 1/f /lJtI'I ).:;lJi,< J,(Att r~I1P1& !/Vtu.J f))t) ISf J.~//IJ.. /If' ;J'/~ HAv~ iJe~~ tJp,;& Iflf )(~A/;-J~fl/ (;AJJrZ U.5/;,)6 ~t" E?IT-8' . @ J.. "fA)~~ t$~A~& /~/lh11! WLtlflJ' p;.J l.tr /.Lvl!t. /lit/~ ~tJlH"'~ /J,f{/! SIPlE ~"t4 r~.f ~:r ~ 1.:1 -6 r' /.J 1-111111' B~~;J LJ~J./f J''f L/v'-lt S~/r# w/rll ~, II J!? J r-tf 'I). C .;f./'. ~ttJ.f '17Il~l/dt 4:7'"' ~ 9/3 t1Ppt 11'1 /J'?,4~K 4t<.lns f~i),v? /lI-t WeL.L1 ~/I"e~ /?~~If)r.dl;';~ rp /L4,Jj ~ /'/fcH.6,(/ WW U./J!,d. If ,6/&1<. 1i? 5"7 ~~ ~ 1 ttA',I /.., ~~/i;)' / -I:f: h PO 2 2 J I EquipmenVAsset Number(s): To the best of my knowledge, the abO'€fJ'/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technic"", 4- ~ ~ Serving the Western United States 1501 Freid Report doc ReVl5l0n 1 EffectIve Date 5125/05 "T'L_ __.c___~.__ ___.....1_..1 __ .....~ __..._ .n ___.._..1 ~....~ tk_ ..........1...,..... nO'_ ^.f tho:. ...I,,~nt Th.", n>nnrt m~v nnt hf> I"f':nrnrllll'f'.c1 In any format Without the wntten oemusslOn of the chent and Krazan & ASSOcIates fiI nOt) r. -II tj,} (....t...l · ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA File/Appl. No. OSHPD No. Permit No. C I~ 't~ DATE: CONTRACTOR: 1.0.R.: PRESENT AT SITE: TEMP: ..).2' ~ STRUCTURAL STEEL ~~ / SHOP WELDING R1 V.T. 0 MATERIAL 10 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: U//~A ~M~~ /,,(;?yn.!t W~t,~J' ,,,.; 2,.;lf1 ~~(/tft AI' &f/.z ~ er/~ L "lVtJ< I!~et rAA/'?.t Wt't..I.J d~ 1./1' J.~v~t 111' .7/1) 6-/.7~ //.J C. .;;.~ wl-lJ.5 ~vpl J.J!vel 1-1. q 1:1 -6 JIJI./ I I I 2AJI1'I I I I I Location: .,;/ AiVt,;t~ fJif}AJ Ctl/..f 1I'Ir' /lL,4p, ~ t:pL<<JI'f1~ ~~~I5(;-1/t!);.u J..~vtl ~tl~1"? C / q.., 1"- 7')1;(01 ~ I e; -/~ 0 Welder qualification/certification verified for: BI Position: @ €RTic~ ~ ~- 0 Filler Metal: E7IT-t /;?IT',r ~ Process: SMAW ~ GMAW SAW 0 Other: ~ Weld Type: @" &/ P.P. PLUG 0 Other: 0 Weld Size: 3/16" Y." 5/16" 3fa" 0 Other: ISd Codes: (5j> AISC TITLE 21 TITLE 24 USC ASME 0 NOTES D DISCREPANCIES D % COMPLETE ,,(J5/AA 1/:; h~t~ /f,,6h/'r ~ ~f71t To the best of my knowledge, the abov@/ WAS NOT performed In accordance With the approved plans, specifications, and regulatory reqUlremerts. Superintendent/Representative: Technician: 4zf.~ 4237 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota Avenue Clovis, CA 93612 (209) 348-2200 ..... _"""""-r"'lV 550 Parrott St. #1 San Jose, CA 95112 (408) 271-2200 723 Commerce Circle Sacramento, CA 95815 (916) 564-2200 ,,'@Krazan. & Associates, Inc. t. ' FIELD REPORT NO: 6614 7 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE II /lfJfilL :A~~ U, PROJECT #: I ~ &:, -t' !rl.3 if PROJECT ~c;,1 ";IV"-F- "*() ~CHNIU..t96 y tJd) LOCATION .;Pt;fYINrt(C4+ CO~d1~ KRAZAN PROJECT MANAGER: T[l CONTRACTOR' VIi--"1-1 () JURISDICTION. j7I ~~V&G~> PERMIT #: ~/" 0/8 INSPECTOR f? >fiE l.,'-I WEATHER /!) ~.5r TEMP: t1N SIre n~ >.Pu~/9~ TNJ,!J~c-Tl'f't/ C),C" RAii'H/i1~C/~ ~11/C)2/F K tAr tt.-crJ.tdE /Ilfi,l- t..JA- t..L- $'€~r;4,yS. ~;rI()(.ltMr--S:. 1'1//~ ~ # NJ .r. s- f' "IV .f':'t A",IL:> 7.3 t.INES. R~,,~n;,eC/~pt.-f,:Hr~l!'~h~s 7'"2i ./}$ rnlG5 9'/ III ".N f) If/ tiN $ S-D I . ~ I .!1f,ll,b.t' a~ P/U'l) #d..~ JU/k:. c- ilO~.r.p::-~ PL~Ce:.J) IN (./,ef';$ VIA "d[)P1. ;Ou#-t,O, /I~L . (J>IVC~&.re:. uJl1J ~ON.){)(.tJjI4-r4=1) BY ~~~#;4,v/<::.A-C 1/1t$.€Ar7t!'N-p A sA/IAjO(,,I! WA--~ ~BrJfHNet) rAt);'JA, A/a'r- t.1/=-r (JP -t '-'''vi€: ..s-; 8. C~J<clll::.r~ "cJA-s -r$.sTeb FbR 7?~,o/L',eltrU€./E. SULc./I44JO. , . /JHL ~~r "",&= 14~ U/AAF'Re.$$14N S;lf-M~t.U CASt T4~ 5rlZ~-r#' o~n+. RE F,€.e,z.,va CR /00/ Y r~J€. .,-;C's r f)~A-. FIll I Equipment/Asset Number(s): To the best of my knowledge, the ab~ WAS NOT performed In accordance with the approved plans, speCifications, and regulatory requirementsl I Supenntendent/Representative: TeChnic,aL f~ r: i . ] Serving the Western United States J 50 / Field RefH)/ 1 dOL ReVl~lOn I Etteclive D.lte 5/25105 The mtornldhon [JlOvhlcd on thi'> report I'> prepdred lor the c'{du'>lvc use 01 the dlcnt Thl'> Jrport TIldY not be reproullI__ed In <lilY formdt Without the wntten perl1l1',"IOIl of the client .mtl Kr.lz.m & A"''''OCI,ltC'\ --' CYLINDER REPORT NO.: 10014 ~I<razan & Associates, Inc. .. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE' / tJ ~1'1tI~ dU''''' PROJECT #. /d~ -t1'.r/J tt PROJECT ~&I,!Nai:- AN" 7ke##()u,It"" t!T4!) LOCATION. "pM'/.!/.$'L,/e./4- ~~-G'€ KRAZAN PROJECT MANAGER: ..:Te CONTRACTOR: *: UA l) PERMIT NO. 6/~ ~8 INSPECTOR &A'/'r ,>6~ t!-Y" JURISDICTION. ~ A/Y~p~~5 WEATHER' t)cl4-rr- I @ 28 days Date Specimens Rec'd. 1/1 A-I?G Pf Camp Tested Break ~ Set # By Type Laboratory I~DI II I Test Method II IDr--lD ASTMC39 [RJ ~ ASTMC109 0 II 1001 I ASTMC617 0 II 1000 ASTMC1231 [Bj II 1000 ASTMC1019 01 II 1000 Other I . I I 4 Shear [Z] Field Data Concrete I ~ Supplier I 14#~ LL5 Other I I Plant No. I Site MIx D I Time Truck # Mix Air Slump Temp Temp (in) (F) (F) II S":7s l[ill[li][ Unit Wt. (pet) Ticket # % Air 1t.1:10 II A~tJ III/DIY 11/,,//1 Placement Area Location Let. Tc.(M 13(.,1>. WA-GL ,5"/!c..7'lo/Vr-: /J,p/l..olC- rl "'0 r. '> () AI .}';? It;( () '7. $. .sfl'~/J(,G..p let ,,;:~ ~N r;~. j(e,# ;;'trCl~""" PIE rr 9. " 19) d' N S 'IT 0 ( Remarks PLAte-I> 1Jj/ .P~14A1' f- t/14JlA-T~..D. f or: 21 ~~/e{)$ fJt/Tc,zD ~: (). 3' Please refer to Field Report No. 6(,/17 Inspector Laboratory Data Cyl Test Field Code Date Cure ~ Dim ~~~I Design Strength I tdt/(J Max Load Area CF 101 101 101 101 101 101 ffi~1 IDDDI IDDDI Remack,1 II II II II Results Reviewed By I 1 Cone I X I 2 Cone & Split I ^ I ASTM C39=Cores +/- 8% Date Reviewed [ 3 Cone & Shear I ^ I TEMP. .r-9 Reported Batch Data Cement Type I / -1/ Design I I Actual 0 MIX No I ~. roS'.r#"'~ Cem Ibs I II .>t!)"7 I F Ash Ibs c=J1 1:2 'f I C agg Ibs c=J1 - I c '" Ib, 'I II /1'P- I C agg Ibs 31 I - . Sand Ibs I I J. ? tf Water I I 7. I Admlxture~ n.:I- tj Otherc==J1 _ Air Ent (oz/cwt) I II Water Added on Job r-::??I (gals.) ~ Field Test Methods ASTM C143 ~ ASTM C138 D ASTM C1064 00 ASTM C173 D ASTM C31 Other D Test Results o Conforming D Non-Conforming Codes for Break Types Measurement Uncertainties 5 Columnar (Spilt) ITD or'''€;:KrazaIl & Associates, Inc. FIELD REPORT NO: 6 6145 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: 0 0 (.d ()c':;;- PROJ ECT S c.. ae,.n c-(.,. LOCATION: oPe-fl.I"" bullA.. KRAZAN PROJECT MANAGER. Je"lO ~ ?~ 1H,5e-le-..> ~i~~B i Per", .seeJtt I f<.n.8S-/L,t liJ tel6-#rl OV'y CDth-r=""' TEMP: 5(pc I I Df\ ~\'T12 ~ ?RE>~'De- ~Peur4-L l~bPl:u1i:lN Dr:: Rg=i~POUe:ro c.c.,"'c...t'e:rg! 1> \ A-U...v't'\ ~ -1=-. ~ e.= I "'R>1't.e.Me "- T li"'- 1b9~..,. G..b rA.."T L e t.:T1-,Le- U-IIJ-J' (W4t h..): 5. g S I , . ~ l. (r..>G \ ,b +0 j.::; \ ~he _ 'Ke.... 1\1'\ l=orc...~W\~ -\- 4-~ p~ berf.HLS I ct; lSj ~~} \0, J!, 2..0 btJ tplQ..f..,..G .52.t':?r o~ S+"'V~-\.ClNli..-\ Jrc...""fr\~s.._ 7d~1""etR.1 0\""\ :r.34-" qt'\t- hctcl l~)~7 v~,..~jc.lf3.-1 b4l's,. Ari.AeJ C\nt"l in('jo~~ \A,')1+h I C!to~ U-c..., :2."1o'\.4c.... ~ H-oo~~ '15 ~ 4- bA~ pel' ~"t1e,..~tl-H;'''' ~ ~+Wee.Jl\ I b,,?C\.~.s.t+~~l. cu\d m.r(.. /.k~Dt-. f'~vtU'd;,.,~ ~~&t~~ 0+ Piia,s+er-J ! I I I I I I I t3Cr tJ retJ. if No IoCr'1 (lA{f~~ ..J13 CONTRACTOR JURISDICTION. PERMIT #: INSPECTOR. WEATHER 4 ... is> -(:J ~ Ap'M~. f1 ~y,l> ~ ~~/,j~'o NU)( r; -4oSS-.:it 2 W~ fi\o..t..~ b1 p~ t\l\f ' A-{l ~ N~L.. \..Q~ ~f\ ~ hd.o...~ b!:::t n1 ec...~ Mt\ a; ~ \ vi b Ua....-+I.a~, Cc",',u-J..e..- U7C,..A". ~+e! -CoL,..-. TB"MP.. I $lv\lY\. P ^ 0 V\~ ~e.-=\=- o~ ;4. tcW\.r~~<;;t7r.......I ~t\lN\.p\~ ~, ~~ ~~ \tx:)\ L ~..,... ~-+- d~~ I Equipment/Asset Number(s): I To the best of my knowledge, the abO~/ WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements! I I I Superintendent/Representative: Techn;c1an y~~ Serving the Western Unitea States -"" J 50 I Fwfd Rc>polf doc Revl',lOn I Eftectlve D.ne 5/25/05 The lntOlmatlOn orovldeu on thl.., report 1\ Dlep,lIed for the eXthl'>lve ll...e of the chent Thl'> report nldY not be icprodm..ed In JOY torm.u wIthout the wntten perml..,..,lon of the client ..md Kr,l7an & A..,<;o<..l,lte<, . i" ~I<razan & Associates, Inc. CYLINDER REPORT NO.: 10012 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 4 ~ fo ~D (p CONTRACTOR' PROJECT #: I O~ (),5 L",q PROJECT bc..le. t'\(', t" A, T ~r~ H-I\bLbC,"! LOCATION: 7-eff\ I f\ ~t.) \lX. ~ \ l4.t1-e. KRAZAN PROJECT MANAGER' ~ B Field Data Concrete I '1 t:S I Other I Supplier I 4nj~/~ e.onud4 Plant No I () I Site Mix D Time Truck # Ticket # % Air Slump (In) l/' Mix Air Unit Temp Temp. Wt. (F) (F) (pcf) 1[lf!]~1 I ;:4511 A3ct 11/0')90 II =e- II Placement Area Location l. ~c--h,i'"e t-la \ \ ~\ \~ ~ 5. ~ Line. ~ ".:3 Li 115 -h? _L 3 L-ill\e.. ..?DrMr\~ @) .3 ~ \~ 'Ke .~-Oc,rc..e... yY\@At- ?er 'De...+. Cf) \Q} \C\ I ,S- ~ 2.0 1), . S;2.o ~ _ Remarks 1>\C(c.e.c1 b'1 P" l'n p) v-, berc...+ecl , S 4l't'lfl eel \ ~ o~ \5 ~o\~. we. -= 0, ~q (g Ctz \ 4 S'" Please refer to Field Report No Inspector Laboratory Data Cyl Test Field Code Date Cure ~ Dim rif LlJ I '-'FIt II D~I (;1<11..11 D~[I]I I lliJDc:J1 IDDDI II IDDDI II Rem.,k'l Design Strength I 1.\ 00 0 I @ 28 days Max Camp Load Str, (pSI) Area CF 101 101 101 101 101 101 II II II II II II I=JL I, I Actual I X Ii ~-IHos5!t I~ I~. I~ II~ I II lq~~ I Water Added on Job (gals.) Field 'Tt;r;ethods ASTM C143 ASTM C138 D ASTM C1064 ~STM C173 D ASTM C31 ~ Other D Results Reviewed By Date Specimens Rec'd 114 -l-O~ Tested Break Laboratory . 101 By 10 :~T~tc~ethod IDDD IDDD IDDD IDDD IDDD I I 4 Shear [Z] I Codes for Break Types 1 Cone I X I 2 Cone & Spilt fA I Measurement Uncertainties ASTM C39=Cores +/- 8% Date Reviewed I 3 Cone & Shear III ASTM C109 ASTM C617 ASTM C1231 ASTM G1019 Other I Test Results D Conforming D Non-Conforming I 5 Columnar (Split) [[] , , ~Krazan FIELD REPORT NO: 66466 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR ~ YJ1 () JURISDICTION l-r I'I)(~/.;("~S PERMIT # ~ I~Y.R INSPECTOR fJ. S'~ELr' WEATHER. (J cAr-r DATE :7 #/'/<1<- ;< t!)c:) ~ PROJECT#' /OG - a ~I $? PROJECT fC..I,!,NC~ ANi:> r&eWN()(J)~ Y LOCATION' !'~/"'~~t.A Ct:,,~~~ KRAZAN PROJECT MANAGER -.:r-p TEMP: s-:L j'j,v JI7'7E n;f ""IEt/dY.L eN $//e c:.. r-i();.,I o,c- /t';;o.l;C"~ t:./~ L) LC'I'V'CK/.;rk'I p~ v)t,!N r NT Gltt--cr.u;f!IE J.!;:Jc...t.- WA '<..5 I Ctl/b UN/(.$: q.~. .F:',~ ?", I ,r8J &e. r -1-0 #: 7.8) tir.,?"'a ". s4m/'(..e1) ~Nti) /.1J~r ~r 4)191./.,'5 ~ " I FJ, $ D Plllc.l.f) J t-/N~ ~ 8 r'I) lA./"I1)1-1 '7'"u./ t.V "TLt.) I..f -I-a rI~ I .R~ I^O:'8lle,e J1t-E",r ~6te Jrjellc..ruR.I/'- i>~tlfwuv~ so ~ i/~,eT:i ~,., 0(;..- /~#(J, l.:l'/ ~c......J f),f.-r47u ~/7.-r /t? A~ SrD/. flf}t?j(~ .$AA$ IN ,Pt~e.e AT' L~N:r,<!', . I C ; AI c.~ r~ ?7E S"" r~ I.J r 4 d S (. /A I4--t /' "...~nO 77rl4U ;;> JE~~ ~ I ,~fl/tE Cl;J1A.;JIe~r.>i'o/ll SJ4..e4Apur c~sr: ~c,c~Il€N'c.JE G'A Id?'-~ I roR. r;.<,F'- ,V./I-r/9, I I I I I I I I I I I I I I I I I I EquipmenVAsset Number(s): ] To the best of my knowledge, the abOV@ WAS NOT performed In accordance with the approved plans, speCifications, and regulatory reqUlrementJ Superintendent/Representative: TeChnlCian~ ~ ~ ~ r Serving the Western United States 150/ iteld Rep01/ doc ReVI~lon I Eftectlve Dnte 5/25105 Th". mlnrm 111/111 nll'\I1,lpd nn thll" If'nnrt ,I,. nrf'n1rf>rl fnr lhp ex{ !t1\lVe u"e ot the c.llent Till:' report mJY not be reproJu<..cd In .mv format without the wnllen perllll"i...,on ot the t...hent .md Kr.ll.m & A......Ot-l.lte... = ^~I<razan & Associates, Inc. CYLINDER REPORT NO.: 10928 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE ::1 M~/c.. ;2. ~ t) ~ PROJECT #. ( 6 ~ - ~r/ 3 9 PROJECT JCt~lVcl!. ~N" r.€C.H^,DLtJ~f/ LOCATION', ?eNI"'~tc.l.JIt c d "-~~€ KRAZAN PROJECT MANAGER. r,# CONTRACTOR. PERMIT NO.: INSPECTOR: JURISDICTION. WEATHER' t/~lifo f:,/~~K I? .r~CLy' I" r A # ';/:'(... t:!' s o c." S' r I @ 28 days Date Specimens Rec'd. I ~ Al'L. Comp Tested Break Laboratory I~oset# ~~ Test Method ~ ~~ ASTMC39 ~ II 101 II I ASTMC109 0 II 101 II I ASTMC617 D II 1000 ASTMC1231 [X] II 1000 ASTMC1019 D II 1000 Other I I I I 4 Shear IZJ Field Data Concrete I Supplier I 14#"~(..ES Other I I Plant No Site Mix D / Time MIX Air Slump Temp. Temp. (In) (F) (F) II /b. .;t.rI~1 ~~II Unit Wt ( pcf) Truck # Ticket # %Alr II:/~-II ,4~1 1/10'11 II IV/f Placement Area Location t..eG(~ HAt' tJ AH..,; 6,3 5"':1 Td 7. "J / ~8J 4.'J -r- " 1+) 7.7, ~o.1 f-o 1-1. ~t>~D1fI-TftJl'f W04-U--: ~t ) 2:..rYd ;t. Remarks $ JI,~ P tG.. 0 wALlS G, 'Y ~ ~.r ~"O '1I:r' l'i ,,~ "-7 "I)~. P....~fG.D) VIti ~4"'cQ W/ G- 01, Please refer to Field Report No (, ~ y~~ Inspector I e- - k 1 Laboratory Data Cyl Test Field Code Date Cure ~ Dim I~L!JI "xl<11 I~@!]I II I~~I II ID~DI II I DIII(TR;4ID I II IDDDI II Design Strength I $((/(10 Max Load Area CF 101 101 101 101 /01 101 Remarksl Results Reviewed By I 1 Cone I X I 2 Cone & Split I ^ 1 ASTM C39=Cores +/- 8% Date Reviewed I 3 Cone & Shear [2] Codes for Break Types Measurement Uncertainties TEMP: 't..s--"-;e; - I Reported Batch Data Cement Type I / - II I DeSign I I Actual I >(' I MIX No I ct y~.r.r '# ~ Cem Ibs I II S-o () I F Ash Ibs I II f:l. '-/. I C agg Ibs c=J1 - , C agg Ibs 2c=J1 /1~3 I C agg Ibs 31 II - '1 Sand Ibs I II 1:J..r '7 I Water I I~ Admixture I 1~7 I~ Other I II - I Air Ent (oz/cwt) I II -- I Water Added on Job ~ (gals) ~ Field Test Methods ASTM C143 I xl ASTM C1064 1 X 1 I ASTM C31 [kJ ASTM C138 D ASTMC173D otherD Test Results D Conforming D Non-Conforming I 5 Columnar (Spilt) OIJ '~KrazaI1 & Associates, Inc. FIELD REPORT NO: 65984 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1'7 }t)/'fl'f ~t1I)~ PROJECT #' (()~ -- tJ5I.:I9 PROJECT ~/L/IIc.? ANi) LOCATION: rliNlN~fA t:.A KRAZAN PROJECT MANAGER: tI,6l41~ JURISDICTION: n- hvdE?c-$ rftch'~U'~Y,.?a)PERMIT#, 6/& 'T8> ~~de INSPECTOR If'S'E5l"Y ~..:r(} WEATHER. C L,~-1'1 ^ CONTRACTOR: TEMP: ~<J' ON r~1 r,€' ~tf /t'.t!'/Hrt1)tft:.MtNr zNej;t>p:'t:;7/t1',.y C';C ~d 71A1t6;f" if. ~ 1'0.r r- ;r; ~;"- x.. .... ~I /bot/AI''' ctu.~ - H ~ c. ~ ~ n~ uJtt'"1I (z)1J6 ;,9/(> E...w.) /}/Vo (4!) 0 ry~..e:- (;.V,r#~) #"-.6 ~ ttJ_ ;::-~o'1/AA/t'.f ON...:r.< 4/?'L r.J r""",c_ ~~/V7/4'dH? m~T1Nt;;' r4~ r~ OK S$l)/; riJ ,4;1 t.t)N61'1Z(tJIN~t:--) ~'1 !'iMN"I/~~ /9T /;:; '; 1Ft/- (/~I?17Mt. #.;lfJ(5 /If /;;L:' P?I/I/~ ~r k +-8 HAS (!~) #7 IJEI? 1It~" ~t9~ IAlfrE,fi> ~/' (J) il=tP I 77//,- )7&~ C19Kva~;I?Ji;A/ (3~TuJaN ~~t1&' ~Ai?fHAlL P9-NP IYI K 4~>(J~, I Equipment/Asset Number(s): To the best of my knowledge, the abovet!!flJ/ WAS NOT performed In accordance with the approved plans, speCifications, and regulatory reqUJrementJ Techmc;an, (/ )~ /~ A.- - \ Serving the Western United States Superintendent/Representative: 150 I rleld Re!,OI r dOL ReVl<,lOn 1 Etfeltlve Ddte 5/~'i105 Th,"' mtnlll1 111nn mmllrlf"d nn 1111\, n~n()rt I" nff"n lrf'rllnr 1he I'Xi ltl\IVf" lI\C" ot the client Tht\ reoort m,IV not be reoroduled 1I1 .lny form,lt without the wnUen pern1i<,\lOn ot the client .md Krd7<lD & A~"OlJJte.., ,- .' ~Krazan FIELD REPORT NO: 6597 4 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION I I I I I (;N7Ir~ ri;~ 1# ,PtAe-E O/S>>'~7Y 7E$r/H~ 0r fll4rI/JA!T ..rr;e14e.71A-~"G I ~t("t. At"' k LIN~ 4 r 1 -I-D ~ l.INE A,,4PAiJJU~?? CCJAd"~71ue ~NHN~J. '17> L><CA till rE Htf ~ 1"IN& L./N.l>L/l PIJf~c..TlU'I "F sh''1,^,.A4IV lIJll.,:$ttJN I I6EtPrE<:"lINrc,f'- r~tG/N~~R.. U/Vn~ .rc,urfl/.TG.L 4LAJ&Nt; :;d/~' A~E I ~A4-IEO.*J)U& ~ ~~EAJc,l( '-tHE RLi',Pl.I9e;e~~r NLAA K ~hYGJ I rll4"~~r f'rJt&tlc..rV.It.AL h~~ P~k$P ut' n> J:'8 A"IJM~X'~"'~Y w."s I .$-r8P,4~1J 5H~A.r ,,1= K ~ uVE.*A-"'~/l~)C,""Ar4'~Y' ,;'l,,r ~~ :rei ~~A~.f I ~~ C/!')W1JJAc7LI) r"'~Ar ~rU wA5 ~~I!JJI27AA ~ 70 ~N~ """X/.Eb I l.tUrN ~u(71'16~$. Ex IS 7),v,: .f~/L7 .I'E,;.I~ .EJCc;1v'1 riE €) ~/l r#~ I J< t.INL ,.&t;D7/Nt:. I.trl-leH IEA,:?IN~ ".~/t...J' ~AAL REAc#$O I A L.AC/LK-.. ~t& ;J."t/>> ~" Rtlc.K ,P~I9G$P /'rjf')/(s' r./lu;K AN~ C4Ht~Ao7EiJ I 14/77-1 HI!)~ 'pAK. AN A'p/lA~)I'/I'nJ9,E / '" r#/I:K ~ ,;cr ~F r~,,~~ r I I .srA!.ucr~c RL~ w~s P~Ac./.:~. ~~/lPE.J) IyJ ~Ar: e:4AA/'~7ie/") I gy rRA&.KHd~ hlt'e.<NTEb #t>EPAA-: .PEN~/?T' rF~7f P,;;:.e,F~.eP1ZL:> I 11"/ RIIN~/ W'rrH 1'9~~ 71:&;$ ~o~nA/~ 4;fe EIC~/:s.,$L)/NfG I ~'% ~q1~Ht!:-77~N Rtr~U'/2E.M6A/~ KEF~;e~IVc..~ ~nt"AC,7tI)N I f(EPf)Rr /c(S'T'! ff;/:.. nsT ]),IJ,,t},, I I I I i I I I I I 8t.-b CONTRACTOR: Y& M () JURISDICTION: 'pf; AN6"~E oS PERMIT#: b16YS> INSPECTOR: P~#IV ..>ccLr WEATHER: PTZ~ CUIAJ) Y DATE: 7 M/ft( :J..a~~ PROJECT #: /01:, - r;r/3 , PROJECT: .sc.J~I'I&E AN/) reGIIN~tlJ6Y LOCATION: PENI/{St/l./t Cc~~I!t:",e KRAZAN PROJECT MANAGER: 5g TEMP: ~, ~~""~ WillS P/)"l 'UVltNJSL.'-; 3E~Ktr fDD1iN~S ~ J w~E 'pLACE/). Equipment/Asset Number(s): '1bXl../i~ &A~~ .:IfQ.otII'J To the best of my knowledge, the abOV@; WAS NOT performed in accordance with the approved plans, specifications, and regulatory reqUiremenJ, TeChniCia~ - CA- ~ ~ Superintendent/Representative: Serving the Western United States 1501 Field Report doc RevIsion I EffeclIve Date 5/25/05 The mformatlon prOVided on thIs report IS prepared for the exclusive use of the chent TIns report may not be reproduced m any format Without the wntten penrusslOn of the clIent and Krazan & ASSOclstes =€H1Krazan & Associates, Inc. COMPACTION REPORT NO.: 14599 GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSmUCTION TESTING AND INSPECTION 17 WVt~ )..t:>lJb PROJECT #: / () 6 - o.r/5 1 PROJECT: J(;/~/V~ AN,/) '7"&(;IIIIDU;~Y LOCATION: ~NfNS/;(LA C~u...~f:E KRAZAN PROJEcT MANAGER: ..::r B J7L};:J CONTRACTOR: PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: v?" w/v ~/~Y.I' PeNN ~;;ELY ;Pr; ANl:c-LcS h Pf2.r Cl"~~ TEMP: 0/9 DATE: o WASHINGTON DENSOMETER 0 SANDCONE ~ NUCLEAR TEST ~ OTHERM ':7'17 ~ LOCATION MAP N + o Paved Areas (circle one): Sub / Agg / Asphalt o Building Pad (s) ~ Other, nm/l6 o Trenches (circle one): Sewer I Water I Storm Drain I Utly Curve Unified Soils Classification I Opt I Moisture .f) ~.} Elevation Location(Comments) Test Curve Density Required Map Location: o Attached I ThiS testing does not preclude the pOSSibility that the soil or hot-mix asphalt may be loosened by future construction actiVities or rainfall events. The compaction tests were performed at the approxinlate locations and elevallons shown and indicate relative compaction at those locations Horizontal ~nd vertical limits of the compacted area were determined by others Our firm does not guarantee earthv/,ork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and speCifications Gauge# 'I To the best of my knowledge, the above @/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: Technician:. ~ .s: ( I 215 West Dakota Ave., Clovis, CA 93612 · (559) 348.2200 4221 Brickell St., Ontario, CA 91761 I . (909) 974-JOO 2205 Coy Ave , Bakersheld, CA 93307 · (661) 837-9200 1501-lS'St. NW Suite 106, Auburn, WA 98002 (253) 939,2400 1025 Lone Palm Ave #2E, Modesto, CA 95351 · (209) 572-2200 20714 State Hwy305 NE Suite 3C, Poulsbo, WA 98370. (360) 598.2126 545 ParroffSt., San Jose, CA 95112 · (408) 271-2200 19501-144' Ave. NE #F-300, Woodinvil/e, WA 98072 · (425) 485.5519 5808 Price Ave Bldg 1016, McClellan, CA 95652 · (916) 564.2200 ReVISion 0 , Effecbve Date 8/16/02 The mformatlOn prOVIded on thIS report IS prepared for the exclusJve use of the chent ThJS report may not be reproduced m any fonnat WIthout the wntten permiSSion of the chent and Krazen & AssocJates ~KrazaI1. & Associates, Inc. FIELD REPORT NO: 65973 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: C M~ d..t;~~ PROJECT#: 10' -()s-/:J9 PROJECT: S CI ~N~ AND ~t:HNIJ UJ ~y lOCATION: f'&lfINSc.U1It Cau?~e KRAZAN PROJECT MANAGER: SB CONTRACTOR: VE mo JURISDICTION: pr A/ltS"FteS PERMIT #: ~ It;, y.tf INSPECTOR: 1? SE~L y1 WEATHER: /<1414 TEMP:~ -:r ~N J/rr 70 J/&~/FY C~II4~~eJ~ J'N 7J/~ t::J';~/cE A~~. 6J2/,t),r: , K..2 -II) l-.. ~ f)1tI 1/", K.:J. r() (.. IJN 'I ~) 9: ~ ~ /1: ~ 8N ~:J. ~ L.. ~ A, 1/M~ ~~ I/ISlrj RA/N PAL"l/eH77rb U~~ DF NM&~4'A~ ~ENr,TY6~ "'?'JI/J A~&~ ~194 ?=P~6EO /tV17N Ji'" 1)111. ;;:hINrrp 5'rc-#~ /ftJ,j) ~.lVI)&/l /7oJA. (..~AIJ R$JII.t:.T1Ht: IN PL#.ErRI97;-iNr Ap'€~AG"H~ /...... ~ /S- ~ , , :Eh,D/C.A'nHt: A 'hA,-n /lNt> ttNY'EUJ/A/~ //)'#./)/714# ANcO r/ld~tJ"f4H . C(JI11IJA-C7/t;)H. /:,,'IN''TA./k:..7l1JK 4,/AS A4~CJ E~AV/J?/~ A~""NtG k ~"NEJ J -+-t!J " UNb$R tJ,,~c.7?~,4/ 4);: oct) 7Z'~#IVIt:."~ E~/N~ ~F REaJli!.J). IJHEA/ J""lrA3~ ~a8tG~Ab~ AJAS RLAGV40 AN ;I9~~)(/p.IIJrE 11-t:>F ,:J." ~ Y" I!)I.I-II~Y ~PAu.s- N~ r2AcEv. A1A1'i> ~~...v 72J~,.oEV ~/rN A- LAHEA! tf)~ LaAN ~ 'L~u$~~v "f'~~ 72 ,4'R/;lVG e~A-2/E 'TIJ BtJ17?;M ~F h~/i4"~ EZ.Et/A-?/~N.. I Equipment/Asset Number(s): To the best of my knowledge, the abov~/ WAS NOT performed in accordance with the approved plans, specIfications, and regulatory requ,remeni. I I I Superintendent/Representative: TOchn,_,;Z _ L 4 Serving the Western U~ited States 7 150/ Fu!1d Report doc ReVISIOn 1 Effecllve Date 5125/05 The mfonnatIon provlded on tlus report IS prepared for the exclUSive use of the clIent 11ns report may not be reproduced In any fannat Without the wotten penmsslOn of the chent and Krazan & ASSOCiates ~KrazaI1 & Associates, Inc. FIELD REPORT NO: 65971 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 2'1 f"tt(f "'tJt1~ PROJECT # I () I; -~S""/ .!r,. PROJECT S(;,/~N~L A/tI// rU.HIWJ~~dr BGi) LOCATION. ,PLN,NF",-Ut t:'d~It'~& KRAZAN PROJECT MANAGER J~ CONTRACTOR. ~~ JURISDICTION p/:, A~~ ~~At'S PERMIT #. 6/ h Y&' INSPECTOR: ~p ~~t~r WEATHER 0 cAJ/ TEMP: $t3 -,f'6 ~# ~ta r:fJJf S~~CI;t/~ f#,f"'~c. r~(),v d.&" lfet/'tl;#~Ce lJ L.1JNt:.,ifE7'~ ~/fcEht~~ r~/s ;~r~ /lIltCe~~Hr-;f Ar' ~01fNt:S ~I'/ 0: 8 L.u"~J G~ 3 n, J:.s/ A#'" ,]:"3 (tHAI ,S':$ ~ ~..s- ~"~-'<. rHL 1/f/,./>/t()u::sS' /nhf$ ~~~'" ;'t~ ;e-~".J r-fr .s-'7'Y'''- ttE'l'tJq; ("-dP -r1f"'N'IIE~Se 19'.Ii~S) .wI?&:' t/1t~/~/i~P ~ I?L /tJII"~UlcG~ R&/,vPOI(~UU:#r t:4~~4.,eHfS' 7:: .sr~u.G. r~~~ ~R~-W1N~S". 29 }-'AItO,J IJA$J(~ r~""G€P B~ ~~ /,fA,~P. ,At.(, t.dl'vc..IlE1'~ ttJ,<f$ t:.()/(t't!J'IP~r/S.1P gy ~rCNAN'I'~~l, w/?RA-rtt}I'V. C~NC;eerE tJlf$ ~$r~O ?=f;1? 7L>>tl'el(~r/ARE /llAI'b ..:;~u 1'fI1/': rJN~ sLr C)~ HiLI? Ct)JA1YA.~.s'S"I/)1Y JI9'#1/U'$'t.J~/{E ~A$7: Rr//.!'/lENC,c' 0~)'/GRfr~ R&~~/ Id()~Y ~/C 7?~r 1/.A~A I EqUlpmenVAsset Number(s): , To the best of my knowledge, the abOV@/ WAS NOT performed In accordance with the approved plans, speCifications, and regulatory reqUlrementsJ TeChmc,coiL {~ Serving the Western United States Supenntendent/Representative" '501 neld RepOl! dOL ReVI\IOn I EHectlve D.lte 5/25/05 The mtorm.LtlOll movlJcd all thl\ lcport 1', pfcp.ucd to! the c'\du'>lve u...c 01 the client Thl... Icport mdY not be reproduced III .IIlY format WIthout the wntten pCflnI......1011 of the client ,1Ild KI.ll.Il1 & A""ocIJte\ ~~I<razan & Associates, Inc. CYLINDER REPORT NO.: 10004 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. ~1 fa 2~~1 PROJECT # 1"6 "t:).$'? 3' PROJECT fc./~.KU J4N~ TZCN#~"tJ~ Sol pLJ) LOCATION. .I'~NI"'.F/.((...A C4l..(;~~~ KRAZAN PROJECT MANAGER. :::rB CONTRACTOR: V c mt' PERMIT NO: j;/(, " INSPECTOR: PL'H'N .F~eL y JURISDICTION Pt:" ;4N~E~~S WEATHER. 0 (A-sr Field Data Concrete I Supplier I AN ~~Lt:s Other I I Plant No. I I Site Mix D Time Truck # Ticket # % Air Slump (In) II ~Ar MIX Air Temp. Temp. (F) (F) 11$"71~1 Unit Wt. (pet) I/!~~ IIArr II/PY(1C' 11/\//4 - Placement Area Location r()~T'Al': "IN/!! 5:11 (;.'$ ra .t:J1 "'.,,,,e:. :f.3, S;,f ~ 6.r IAJAG{,: 1. ~ J H rD r 5~1I1/~f) Ar f:8 ~ &. Y' Remarks !,~i> ~y j7tA"'~1 ~()N~I)I.Il>/frEp.ll~ IIt8/t""rali.. 'I I': l7 YA'ftO$. W/c :=~. $,r" Please refer to Field Report No 6.59 7 ( Inspector I @ 28 days Camp Str, (pSI) Design Strength I 'III) () Max Load TEMP '111-'>0 Reported Batch Data Cement Type I / - II Design I MIx No I Cem Ibs I F Ash Ibs I C agg Ibs I C agg Ibs 21 C agg Ibs 31 Sand Ibs I Water I Admixture I Other I Air Ent (oz/cwt) I Water Added on Job (gals.) Field Test Methods ASTM C143 ~ ASTM C138 D ASTM C1064 ~ ASTM C173 D ASTM C31 ~ Other D Laboratory Data Cyl Test Field Code Date Cure ~ Dim I ~DL1JI")(I2. II I ~[ill~1 I m~[tji 110001 II 110001 II Remark'j Results Reviewed By I Codes for Break Types 1 Cone I X I 2 Cone & Spilt I A I Measurement Uncertainties ASTM C39=Cores +/- 8% Date Specimens Rec'd. 12.' ~, Tested Break Laboratory Set# ~~ Test Method 10 L-.J L-.J ASTM C39 00 1000 ASTMC109 D 1001 I ASTMC617 D 1000 ASTMC1231 lx-I 1000 ASTMC1019 D 1000 Other I I I I 4 Shear [Z] Area CF 101 101 101 101 101 101 II II II II II II Date Reviewed I 3 Cone & Shear I ^ I Test Results D Conformmg D Non-Conforming I 5 Columnar (Split) [[] / '^~KrazaIl & Associates, Inc. FIELD REPORT NO: 65976 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR ~~~ JURISDICTION ,r ~,A/d"~.? PERMIT # t /~~&' INSPECTOR /:' fG"$~ rJ WEATHER. IJcA..$:r- DATE I /) #14~ ;(l)tJ6 PROJECT # /~~ 'I)5/Jf PROJECT SCo/-i'/le:e AN/) ?e&#N~t.O~Y 4t.t> LOCATION. ~-fiIN,f"t,(&A ~~~GtS" KRAZAN PROJECT MANAGER: :::flJ TEMP:yr- tJN J"/r~ ~.I( ~jJ.cc/At- .:ZNrP$C71~N "~~/N,;:::p~c..l!~ LPNC~&7<S: fJLAc6PWfir: .r;,t:')t'i'l/~7 A76'A/I)t;N.e.r X3) ~$"~.2-3'} ~ 3} G.J ~ V:.;; t;,l; $;f' -r<, 7.J) AL.5~ trJAU-- s-t5ch(')A/ 1'.JIfI..J:'"1j H -/-e. ~.h' t/P-i(/,c;~l) A~e 'r,R,4;.JflJ€,.f$L; &9-~J IN PL-AC~. /1",. H~r/C't.> Z,y /,{!.p~rr: r f ()/I ,c/? ~r5'f7r; ? 111.1};( ~{)~6 1?/!,/t).e7:' J 3 /'~A';it)S I},& ANt;Lc.cS I'>>/x c- ~~~- tJA; /~"'cC'/) BY 8fK)~ ?~~ Au, ~~.lC/c..<$' ~ W,e}7 (..f)Nf~~/b~r$~ gy ~~CY)I'V-f.It:A~ Vt-d'/2AvO-if. ~/Y~Ere uJIlf' -r<!">7~/) ~,< ~JI1r.e"..-lA;r;,....~ AAlLJ SL~"",/? L:)/V& .rrr ~,z::: hl1i{ C~#'t;OIU'S">;t>~ JA/44 ~~ls CA-s-r:- fEFE~EJ4ic~ c~ !()"ar hit T6s r IJ~ FA'. I EquipmenVAsset Number(s): To the best of my knowledge, the abOV@ WAS NOT performed In accordance with the approved plans, specifications, and regulatory reqUirements!, I Supe,mlenden"Rep..,enlohve" Techmc,ano ~ 5"'-'" l I Serving the Western United States '\ I '50 I field Rcpol t dOL ReVI'>lon I Elteulvc Dille 5/25/05 rho mlnrm lfum nrn\lldpr! nn th,,, rpnnlt 1'.. n!pn Hf'd lnl !hf' f'Xrltl\lVr' Il<"f' ot fhf' t henl I hi'" rcnOlt IndV not be rCDlodutcd m ,lllV fOl nut wlthollt the wntten perml......l0n ot the chent t1nd Kr'lI,\Il & A..,....Oll,llc'i ~I<razan. & Associates, Inc. CYLINDER REPORT NO.: 10005 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. / /) H1 If/{ ~t)()(, PROJECT #: II)/;- ()0'/3f PROJECT: Sc.(~NU 4Nf) ~&cllllf) Lf)~y ft.p LOCATION . P&Nlif .fIA.L4 CouL~ KRAZAN PROJECT MANAGER f'S Field Data Concrete I Supplier I "1NCeU'S Other I 1 Plant No. I CONTRACTOR: tli!~a PERMIT NO.' 6 16 ~g INSPECTOR' ~ .>~~~Y JURISDICTION: .Pr:' A~~;€LES WEATHER: ?{Zr' ~J,tl)'r" TEMP' yr- Reported Batch Data Cement Type I 1- /1 I' I Site MIX D Design I MIX No I Cem Ibs 1 F Ash Ibs I C agg Ibs I C agg Ibs 21 C agg Ibs 31 Sand Ibs I Water I Admixture I ~ c.r Otherj Air Ent (oz/cwt) I I Actual I >< I I~Ydm 115'"'~ .Y I I~ I~ II/,,,:z 1 11- I I ~ ~ I :/.~. ~ 1.21< 1 oa:. 11- I II I I" I Time %Alr Mix AIr Slump Temp. Temp. (In) (F) (F) II ~ 7~ 1@[ii]1 Unit Wt ( pet) Truck # Ticket # 1'/:J'fllhS"b Il/o~9 II N/.4 , Placement Area Location ~~ 1"t14/~.f: .:r::l UNe'J J. 7 ~ ;t l' 7.11.'NC/ ~.1 -rIP J:1' 6r1 t.nv~ J:6' r4 7.3 ..f II' n, 'll.' /J A""" . j To I Remarks P /"A c~/) /7 ~F .Ie py /U~O -I- V/P'..t.JfT'eC>" w~ ().!b /; n /6 f/A.</J$.. Please refer to Field Report No Inspector Laboratory Data Cyl Test Field Code Date Cure ~ Dim ~L1JI~;<IJ.j1 ~OJillrnl I t7 ,4,P~ 0 [ilJ I 10GJD -[ 100DI II 100DI II Remarksl Design Strength I ~CJ()t) Max Load C.F IDI 101 101 101 101 101 Area Water Added on Job (gals.) Field Test Methods ASTM C143 12<" I Other D I I j I @ 28 days Date Specimens Rec'd. It( /tH"~ I camp -Tested Break Laboratory Ctr,( Sl) Set # By Ue I 01 I Test Method . .. ASTM C39 I X I II 101 ID ASTMC109 D II 101 ID ASTMC617 D II 101 ID ASTMC1231 00 II 10DD ASTMC1019 D II 10DD Other I I I I 4 Shear [Z] Test Results o Conforming o Non-Conforming Results Reviewed By I Codes for Break Types 1 Cone I X I 2 Cone & Split I A I Measurement Uncertainties ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [L] I 5 Columnar (Spilt) []]J ~KrazaI1 & Associates, Inc. FIELD REPORT NO: 65975 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR ~~~ JURISDICTION Pr AH~E~EJ PERMIT # 61'~ Yr:P INSPECTOR' ;:? /t!/:'t.. ~ WEATHER Cl-~,.( DATE. ~ #r~ )1,RtJ~ PROJECT #. ItJ~ -t:}5f.1'P PROJECT ,)~ I"'PC~ 4/V.() rE'C//NIJl..tJ6Y it}' LOCATION: fJch'W.flt(,.!f- CL)(..t.r(f;r:: KRAZAN PROJECT MANAGER lJ13' TEMP: ""6 ~/v Jlrl'E J/eC./~L f,VSfJlf~r;~tV ,~ ~EI.N~~I!5".NT /dt-f 6titilN~S "r C~/Ptl';I'I~.J;.. .:I:3) /'.S fd 7..1) "'Z;l(INE} (;..J-AJ 7..3, &.Jl/l.IG'J .5:'".t-l?17.1'. &(N~,J(C.~llAeNT fiSTIH 1/ /J15j 6f~i)E. ~()" t-"Il~/rlA.~""Al. ANt.? 7"k~/V.J(/E~E. PA(S f~A ~)f 1. + IlJr::t {JER ..:sc'J(c/)KL~ IN j).!:f'64/'- S- oN $1/.01. UJN1';tlfct()1l IN-;IIH)OSJ",$ 1J,c -r!4#'~ -n P TIt,fIY.rt/l!',fGe /3J1}fl,$ "III ~..? (ItvE 11- r r;-wt~ ~r .t:NJP~c~l()N, "Net VI!R/~~ /JRI()e ?4 COI'KRi5-rr 1'1.#I<:~rfr1~Nr"", tYVIT I'll( F ~ F,,(){,,#? tllV'O J'~it Sc.t//L~e<<,A J t>~?'A/'- It::) IJIV S~tJ/, " 1/{ItTi,"''' /)t:Ml:-t.-f ;41(. {,(jr! elf' I.:J.'~ t/EIt7IcAt,S,4~ tPt=~ ".r ," r .PtL~.ff'r!.t(. /)IJu/$15 (/)If~,ept YO l?.€.t'~/L$ I.fJ I ~ fa; 1'1, ANA dIJ 010/ SIb 1/ I EquipmenVAsset Number(s): .-1h ,...IkAC;~rJ'''' I . I To the best of my knowledge, the above WAS / WAS NOT performed In accordance with the approved plans. specifications, and regulatory requlrementsl I i Superintendent/Representative. 1501 FIeld RepOl! do( RCVI\lOn I Eftechve D.lte 5/25105 The mJorm.ltlOn PlOvlJeJ on th]<, report I" mepMcd tor the eALlll'\lve ur.,c of the c..hent Thl'> repOlI llldY not be ieprodu(ed 10 ,my tOlm.lt without the wlltten perml<;'>lon ol the Lhcnt .\OJ Kr.ILtln & A......OCl.tte... ~~J<razaIl & ASSOCIATES, INC GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGIN CONSTRUCTION TESTING & INSPECTION ., lJ; . L' Ii ;1/1 I - : ~ 1...=. (I . ,L I' ---._--^---- ---=- jgI: APR - 3 2006 CITY OF PORT ANGELES Oept. of Community Development Email all reports to client and cc's March 31, 2006 KA Project No.: 106-05139 WASt. Dept. of GA E & A Svcs. James Copland PO Box 41012 Olympia, WA 98514-1012 RE: Peninsula College Science Tech. Bldg./Pt. Angeles, W A Dear Mr. Copland: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: March 6 March 7 March 9 March 10 Field Report No. 65973 Field Report No. 65974 - Density Report No. 14599 Field Report No. 65975 Field Report No. 65976 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~j'~ Penn Seely, Laboratory Manager Peninsula Division PS:pm Enclosures Cc City ofPt Angeles - Jim Llerly LMN Arclutects - Rich Johnson (email) Magnusson Klemenclc - Owen Kohashl(emall) Penmsula College - David Wegener (emall) The Verno Co - Steve Parshall (emall) Zenovlc & Assoc - Steve Zenovic Verno Co - Rodney B With Offices Serving The Western United States 20714 State Hwy 305 NE, SUite 3C. Poulsbo, Washington 98370. (360) 598-2126. Fax. (360) 598-2127 ~Krazan FIELD REPORT NO: 65973 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: '- fY/~ J..(JCJ~ ~ ~ r. ~~ CONTRACTOR: I/b'Y}(J PROJECT#: 106 -()S-1.J9 ~ . t\ ~~RISDICTION: pr AA'~4"t6S PROJECT: SC/~NU ANO ~-c..HNtJl.JJ~~.../' ERMIT#: 6//:,Y.t/ LOCATION: f?E/'fIIV$cUIIt Ct:Jl..l,~tGe NSPECTOR: ;::: SE~L ~ KRAZAN PROJECT MANAGER: SB WEATHER: ';lj}/If TEMP:~ 'J-- ~H J/rE 70 V&~/Fy' C~H4i1'~d~ ~ftl rJ/~ t::J~~/CE A~4. C:~/rtJ.r: , ~:J.. -/" l-I' ~ ()"" I/"J K. 2. rtJ t.. IJN '1 #,2) ~.2. ~ //. ~ aN 1::.:J. ~ L. . A, f/M~ ~~ 1/t~/r; RAIN f?ALVeA/'77rb U~~ t)F NMe~eAA! ~ENr'TY6~ --rKIJ A~&A 4J194 ?=P~8EO MIl;/-! ~., "1,11. n/,4./np 5'rE#~ ~tJ.J) ~../jvt).e/l /701J. (../.JAb /&J"t:.T1N't;;.IN PLN,CrRAJ/iIINr Ap~~A$"'Hdt' /"~/:r~ , .:zh,DIcAr/1Kt: A. ,e:;;e,n AN" tLNYI'EU)/A/~ /;1)#./).1774# AN~ r//tJ,eIJ"fdH . CrJ'"~""C77~K. C~~~7?J1< WAS' /14~O E)<tC.AVA?/~ A~"N~ k ~/hE) I ../-t!J '1' uNb&R a~c..7/~N ~r ~cC;7"Et:::#Hlt:.~L tENtG/NIE&,c ~~ REO/ie/). tJHL'A/ J/,ItlrA.8~E ~a8tG~AJ>€. ~/15' RLA~N~0 ~N /9;DtP.R~x/PJ"'rE I ~DF ,:LIP 7z) y" l!)ul1~~Y ,s-PAGU" ~~ r'Z-AcZ'LJ. .4....vi) /h'~N 72J~~EP If)1/# A- LAYE.e t:)~ LL-,eAN ~ l'Lxu$H&V ".f'&l~ .n ,&'R.I,IVG ~/<Ai/E 77.J B~1'7zJM ~F h~77IV~ El..Et/A7/~M I I I I I I I Equipment/Asset Number(s): I To the best of my knowledge, the above9/ WAS NOT performed In accordance with the approved plans, specifications, and regulatory reqUirementsJ Superintendent/Representative: Technician: 2. I <he; 7 6h Serving the Western United States 150/ Field RepOlr dOL ReVISIon 1 Effective Date 5/25/05 T~~ _j:'~_n. __ _p_ ...._...l ~_ .h ~ ~n~"'" "..........."....rl f',..,.. .h.. ...""..1,,, ,,,.. "..'" "f' th... ,..1".." Th.", ..pnArt m'l\l .,nt hI" r"'",rnrhWF'rl 'n 'In\! f('\rtT1~t wlthnllt thp wnttpn nprrnl<:<:lfln nf rht" C'l1t"nt :'Inn Kr.17an & A""oclale<; ~Krazan FIELD REPORT NO: 6597 4 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / Miff<. ~at)~ PROJECT #. I O~ - ()~/3 , PROJECT: ..rc./~N&E AN/) r~GH,q(){,IJ(;Y LOCATION: PEH,NtJi,/t ~~~ct:'~ KRAZAN PROJECT MANAGER: 5~ I I I I I t:N C;lr~ rP~ :IN Pt.At;,e O/S>>r/rY ?E$r'/.,,y~ 0r rA4r,,~T ..rr;t14t&-Tu.,e;J~ I ~/t,.t Ar Ie LINE 4 r 1 -I-D ~ '-'NE A~PA/JJO~rr. CcH'?"A.At-7ZJie ~N}';...vlUA"'..st I '17> L>"CAt/ArE hIP Ne "'/141'; l.lN1>~/~ PIJf.€~TtIJN t:Jr snl'l,A/AAaN bJl('~tdN . 6Etf)r&~I'INI'C"'c. ~;VtG/N~~R.. ~n~ S'e..l" rt&ld6.L 4LAJ!/Nt: $d/~$' A~E f(;:.A~EO.*/JU& ~ Sr~&,1( '-INE R";'t.AGe~#r IVLAA K L./;VG} rlf4"~~r .frj(1AGI~It.AL h~L, PL.;k.~p W r~ J:8 .A;PM~Xo?'A~Y w~s ~~8PfJ~/) .5H~A.r 4,c 1< ~ NVE.*~.I';P~"J<'.A'JArE~Y ,;z~ ~ta :rei ~~,.flJ>.f ~~ C~W1/JA(;,7L~ r~~~r ;=/u wA5 ~~",Jf27ttUJ ,LJt.LtE /Q p;r.JN~ /)//"xL'b Jl}1-rlllMl~ul71J6~E r)(IS7)N~ ft:Sf/...$ "'E/~/~ .E}Ccl'lv~1i~€J nil. 7H~ K L.IN,E hl:)~N~. 4rI-lIEN 8EA~/N~ .1"~/t-.J' 44J~/?.€ REAch'$/) A L.AYL~ ~,& :l"~ y" Rt>c.K ,P~I1G~P I/r,!)/~' 'T./I1GK AN'" c.,fJn,/"Ao7EiJ ~/n-IH"~,PA-K. AN A//'~~)('/n-1l9rE /"rh'l~1< l~)=T e'r ..r;y~~~r 5'rk!.ucr~c.. RL~ wl'9$ PL.Ac::./.:~. tJ&;t.IJ~E.J) IY; c~r: ~4/V1/~tC.7;cb gy r~A~HdC J'J1t:Jt;f.NTEb I-!tJE,PAI('. .PEN~/?Y' rE~7f f'l;:.i!F4~P1EL) A'/ J<IJN~. IJ,rH 19~~ 7I:G'TS" AJQ~nA/~ ~~ E)<iC,,;i.EJ}/N~ . , ~~ ~dI.P/Tc::?'7"N Q~~U'/ZE.P4~N r;-:- f(EFE;e~IcIc.~ CL:JH4~Ac~())'/ f<Ef>/),er /<fS-9r; Ff)~ 715S'T P/JrA" St./:> CONTRACTOR: y#, M {) JURISDICTION: 1'1: I9N6".n.~.s PERMIT #: ~/6 'TJ> INSPECTOR. ?#"#N JecLr WEATHER: PTl~ CUlAJ) Y TEMP: ~, *'lH/~ ""liS J)fJi4Il 1'1l.1I/t1(,i.S'L.Y $E~~ fDD1fN~S ~ J w~E flLAcEi>, Equipment/Asset Number(s): 1bxu~ &A~'€ ':ifaDf:j,3 To the best of my knowledge, the abov@t WAS NOT performed in accordance with the approved plans, specifications, and regulatory reqUlrementsl Superintendent/Representative: TeChniCia~ ~(~~ If;" ~ Serving the Western United States /50/ Field Repolt doc ReVISlon I Effective Date 5/25/05 1 r 1 '_ _ _;eLl _. __. "T'l.. _ _____ _~ __01.._ _____~ n~..l ~ ~~ +~~_. .....~. +J..." _.....~ ~_~............ "....h'" ,..1,..... .....,.1 V..'>...,,'" fl. ~,"'nr'''t'''c ~~KrazaI1. & Associates, Inc. COMPACTION REPORT NO.: 14599 GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 17 h1h~ ;J.O/) b PROJECT #: /01> - a.r/.$ 1 PROJECT: ..ft:/$/V~ AN./) 7&t:.III1(JLIJ~Y LOCATION: Pp NfNSf,(LA C~ u...~(;'€ KRAZAN PROJECT MANAGER: 58 JTiP CONTRACTOR: PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: VtC ~v b/~Y.,p PeNN ~/EEL or' f7; AI'lt:c-~IES" 4!!r Pf2.r Clct..(/)~ TEMP. ~9 DATE: D WASHINGTON DENSOMETER D SANDCONE ~ NUCLEAR TEST lRJ OTHER lie ':Tf 7 ~ LOCATION MAP N + o Paved Areas (circle one): Sub / Agg / Asphalt o Building Pad (s) ~ Other nw#6 o Trenches (circle one): Sewer I Water I Storm Drain I Utly Curve Unified Soils Classification Opt : Moistur~ . () I I Test Elevation Location(Comments) Curve Density Moist % Percent Compaction Required fIw- I I I I This testing does not preclude the POSSibility that the soil or hot-mix asphalt may be loosened by fut~re construction activities or rainfall events. The compaction tests were performed at the approxlm~te locations and elevations shown and Indicate relative compaction at those locations Honzontal and Dall Av Std vertical limits of the compacted area were determined by others Our firm does not guarantee earthw9rk cou~t m~lsture if 2- or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications I Gauge# , To the best of my knowledge, the above @/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: Technician: ~ s: ( I ) Map Location: o Attached ReV1SIon 0 EffectIve Dale 8/16/02 I (909) 974-4400 (253) 939-2500 (360) 59~?6 (425J48\~19 215 West Dakata Ave, ClovIs, CA 93612 2205 Coy Ave, Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Pnce Ave Bldg 1016, McClellan, CA 95652 (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 BrlckellSt, Ontario, CA 91761 1501-1 S' St NW SUite 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144' Ave NE #F-300, Woodmvllle, WA 98072 ~~KrazaI1 & Associates, Inc. FIELD REPORT NO: 6597 5 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR -tIE >>It:> JURISDICTION: Pr A#t::EUJ PERMIT#: 6/'~YJ' INSPECTOR: ;:? .r1J.~L }I WEATHER: ttCL~;( DATE: Cf #t~ )l,,p(}~ PROJECT #: I~~ -t:)$/J'P PROJECT: cf~ I4'PC. 4IVd rEC//AlIJUGY ,t/' LOCATION: fJZ:-HWJaGJI. C.&){..t.r'tt;~ KRAZAN PROJECT MANAGER: a17 TEMP: Y6 t9~v J~r/E J"/~q~l- 'EiVSp~~r;~~,~ Re/tN~~#r ~'" ~l1N~s ",- 6"~/Pt~He.J.. .:1:3) (,.S:I-" 7.~) -Z~~"~41 <';../-A, ~3, &..J(,'NG'J J:8-h 7...? &IN~'iCt:.~IJACNT /ISTm 1I~/5i t9ll1bE. ~()~ t-"Il~/T~/NAL AND 7ieAH..JtlE"~E. ~~S ~'A l4)r 1. + I/Jr::t fJL~ ~GlIt~Kl~ IN bLWe.. S- ON $'101. CbN1'ltllCftJll IN,jlHJC6fJ ~,c 1)411"& ,.p rIeAIf.n.I'E~c 1314fl,$ "III t;..? (liVe ".r T;"wc€ ~ UtJPLc""rl()N, "Net VItRIt::,'"' ~RJtJe 74 COI4K..ei5"1'E 1't.#lclS:V'Y1~NT" MilT hI( r- ~ ~6; IJ# 7 (,I#V&' I'~tt .5G//~4raA ~ ~rA/" /t!) tiN Sy()/, , VFltfi'R(., DbNt.-c,1 ;4~ Wr 1 ~f' 1.2/~ 1/E1t1'1t:A~,4~ LVF"'- ,..., t",. f71LA5f'f!j(. PIJ"uc15 ~I("t;,e~ YI) P~t'A''-$ I.fj I~ Iii 19. ANA ;;W OA/SJ?;// I EquipmenVAsset Number(s): ~ I9iA~#.r~). 1:> To the best of my knowledge, the abov@ WAS NOT performed In accordance with the approved plans, speCifications, and regulatory reqUirementsl Superintendent/Representative: 1501 Field RepOIl doc ReVISIOn 1 Effective Date 5/25/05 I ~. I 'T'1..._ _&___. __ _~_...A_-1 __ .....~ _____.~ __~____..l &__ .1.._ _.._I..n...~ ..~~ ~& .h~ ~1.~~. Th.... ..<0..."'.... .....n.. ..."', J..~ ..~~..,.,,,.",,,,,,,,,-I ..... ,,,..,, f"rTn'" ."..h....."t th.. '",.,........ .............~"'".. ,...f',h.. ....1...... <Jonrl I{r'l.,.",n Jb a",,,...,,..,'l"'" ~Krazan FIELD REPORT NO: 65976 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR- t/& MeJ JURISDICTION- ,rAA/tF~~ PERMIT #: t /~)'-t5 INSPECTOR: /:' fc-$~ rJ WEATHER: tJt'::AJr DATE: I /) #14~ ;ll)tJ~ PROJECT #: I()~ -I)r/Jl PROJECT: Sl:;'L'H~'" ANi) ~eIlNt'e.()~y /Ja:> LOCATION: ~JfIN,F~&A ~,~(i4' KRAZAN PROJECT MANAGER: .::J8 TEMP: YS- tJN $~r~ ~.,( ~fJ-CG~Al- -ZNrP$c77~N 4~ ~/N'p~e;J;~ fJL.A ~~..A r: ~t:)'tI~IJ~ Ar 6'A /11 (NtlCJ X3/ ~.r ~ z 3' .J t;~)') $;f> 7'2) 7.1) AiSA ItJAu... slSd/f)#, LJN J:'1j H ~_ ~.h' 1/'/E.It/,#I~1) A~~ r,RJ/JAlS"IJ€,-rs,e 6tf~s IN PLAc~.,f". KIJ?7$'u ZH 1'.t!P~s-r: (),# ,c/? 'J"f7r, ? /f1~K ~tJ1:)6 1l/!'?tJ.e7:':11 .YA7ttJ~ I},& ANt;L~eS ' h/x C-fti1~5' kJA; /~"'G-e/) BY 8<<J~ p~~ Aa ~t1JN~G~ wAy /,j)Nf/)~/bAr.6'~ A'r ;'H&,o--JA/oCAL t/t.<r/2AvtJA/. c;:,/Y4E'Ere l(JJif -rE>7~'{) HA' ~J'}f.r>E~Are-~ .4;vtL) s~~#fA LM/& .rrr "p: NtJi{ C~~;<>~5">hP~ JAJIU ft.-t-S CAS"'; ,eEFE~LAI~e elf It)~or r;,~ r6sr /JArh. C'AlCA'&~ 7: 6. 6.,; ~ ,/:'.? , , I EqUlpmenVAsset Number(s): To the best of my knowledge, the abOV@ WAS NOT performed In accordance with the approved plans, specifications, and regulatory reqUlrementsl T.Chn;c1an:~ 5t./l Serving the Western United States '\ Superintendent/Representative: J 501 Field Report doc ReVISion I Effective Date 5/25/05 ~ , ~=;KrazaI1 & ASSOCIATES, INC D IR1 GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINE ~G I to; CON S T Rue T ION TE S TIN G & INS PEe T ION l MAR - 3 2006 . CITY OF PORT ANGELES Email all reports to client and cc' S Dept. ofCommunily Developmenl February 24, 2006 KA Project No.: 106-05139 WASt. Dept. of GA E & A Svcs. James Copland PO Box 41012 Olympia, WA 98514-1012 ~'lE RE: Peninsula College Science Tech. Bldg./Pt. Angeles, W A Dear Mr. Copland. In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: December 29 January 4 January 16 January 18 January 27 January 31 February 1 February 2 February 6 February 7 February 8 February 9 Concrete Report No. 09820, 09832 Concrete Report No. 09821 Concrete Report No. 09822 Concrete Report No. 09823 Field Report No. 57482 - Density Report No. 14638 Field Report No. 57484 - Density Report No. 5744 Field Report No. 57298 Field Report No. 57299 Field Report No. 57300 - Density Report No. 14584 Field Report No. 57301, 57302 - Density Report No. 14583 Field Report No. 57303 Field Report No. 57304 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~j'~ Penn Seely, Laboratory Manager Peninsula Division PS: pm Enclosures With Offices Serving The Western United States 20714 State Hwy 305 NE, Suite 3C.. Poulsbo, Washington 98370.. (360) 598-2126 .. Fax (360) 598-2127 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather OVERCAST Cyl. Code Report No. Project PENINSULA COLLEGE Location PORT ANGELES WA Client WA STATE DEPT OF GA P9439 Pour Date 12/29/2006 09820 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Engineer Architect Contractor VEMO : Field Data I Supplier ANGELES Concrete X Mortar Prisms Grouted Time Truck # Ticket # 12:10 A38 9666 Site Mix Plant No. 1 Grout Flex Beams Reported Batch Data CementType LEHIGH I - II Design Actual X Ungrouted Other Mix No. 4000F 577 106 % Air Slump NT 4.5 Cone. Air Temp. Temp. Unit (F) (F) Wt. 62 46 NR Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1831 1258 22 GALS 280Z I I 'I Admixture I: OIh., ! lAir Ent.(oztcwt) i ' i I I 1 I I I I i , I i Placement Area I Footings X Walls I SlablDeck Slab Columns Grade Beams Pilings Other Grids FOOTINGS H.8 TO J.4, 8.7 TO 11.1, F7 TO H.3, 9.9 TO 12.2, F-10,F-11 SAMPLED AT 1.3&11 3RD LIFT Remarks PUMPED AND VIBRATED 176 OF 243 YDS W/C . 35 i I I Inspector PENN SEELY Laboratory Data Cyl. Code P9439-1 P9439-2 P9439-3 P9439-4 P9439-5 P9439-6 P9439-7 P9439-8 Remarks FR# 56657 Results Reviewed By {)t7 Codes for Break Types: Test Dia Date Age Dim. 1/5/2007 7 6X12 1/26/2007 28 6X12 1/26/2007 28 6X12 1/26/2007 28 6X12 1 Cone IZl 03101 Rev 1 Effective Date 11/15/02 Reviewed By ~1' Design Strength 4000 Length Max. Compo Area Load Str. (psi) 28.26 146690 5,190 28.11 206550 7,350 28.11 207600 7,390 28.11 207080 7,370 Water POLY Water Added on Job (gals.) o Items Inspected Conforming X Non-Conforming Date Specimens Rec'd. 12/30105 Tested Break I Test Method Set# By Type I TMA 1 I ASTM C39 X TMA 1 I C-1231 X TMA 1 I Other TMA 1 Compressive .)<J Flexural Test Results Conforming >0 Non-Conforming Date Reviewed (ff...6 2 Cone & Split [] 3 Cone & Shear ~ 4 Shear [Z] 5 Columoac (Spht) rnl I i Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather PT CLOUDY Cyl. Code Report No. P9440 Pour Date 12/29/2006 09832 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Location PORT ANGELES WA Client WA STATE OF GA Engineer Architect Contractor VEMO I FoaRd Data 1 Supplier ANGELES Concrete X Mortar Prisms Grouted Time 8:55 Truck # A43 Ticket # 9650 Ungrouted % Air Slump NT 2.5 Site Mix Plant No. 1 Grout Flex Beams Reported Batch Data I Cement Type LEHIGH I - 1\ Design Actual X Other Cone. Air Temp. Temp. (F) (F) 59 36 Mix No. 4000F 563 98 Cem.lbs. Unit Wt. NR F. Ash Ibs. C. agg. Ibs C. agg. Ibs. 2 C agg. Ibs. 3 Sand Ibs. 1264 I 20.2 GALS I 280Z i 1 I I I I 1840 Placement Area Admixture POLY Footings X SlablDeck Walls Slab Columns Grade Beams Pilings Other Water I I II Other I lAir Ent. (ozlcwt) i ' i I I i I I I Grids FOOTINGS H.3 TO J.4, 8.7 TO 11.1, F.7 TO H.3, 9.9 TO 12.2, F-10 & F-11 SAMPLED @ 1&9 1 ST LIFT Remarks PUMPED AND VIBRATED 38 OF 243 YARDS W/C . 45 Water Added on Job (gals.) 7 Items Inspected Conforming )< Inspector PENN SEEL Y Laboratory Data Cyl. Test Dia Code Date Age Dim. P9440-1 1/5/2007 7 6X12 P9440-2 1/12/2007 146X12 P9440-3 1/26/2007 28 6X12 P9440-4 1/26/2007 286X12 P9440-5 1/26/2007 286X12 P9440-6 P9440-7 P9440-8 Remarks FR# 56657 Results Reviewed By ~ Codes for Break Types: 03101 Rev 1 Effective Date 11/15/02 1 Cone IZI Reviewed By ~ Design Strength 4000 Length Max. Compo Load Str. (psi) 168310 5,980 191550 6,790 208620 7,380 209450 7,410 209040 7,400 Area 28.16 28.21 28.26 28.26 28.26 Non-Conforming Date Specimens Rec'd. 12/30105 Tested Break I Set # By Type I Test Method TMA 1 I X I ASTM C39 TMA 1 I C-1231 X I TMA 1 Other TMA 1 TMA 1 Compressive X Flexural Test Results Conforming X Non-Conforming Date Reviewed I ff-.f3 2 Cone & Split lAI 3 Cone & Shear ~ 4 Shear 1,/1 5 Columnar (Split) [0' I , I ': 1 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 P9457 Pour Date Report No. Project No. 106-05139 Weather OVERCAST Cyl. Code Jurisdiction CITY OF PT ANGELES Project PENINSULA COLLEGE Location PT ANGELES WA Client WA STATE DEPT OF GA 1/4/2006 09821 Permit No. 61648 Engineer Architect Contractor VEMO Site Mix ! Field Data Supplier ANGELES Plant No. 1 Concrete X Grout Mortar Flex Beams Prisms Grouted Other Ungrouted Time 8:50 % Air Slump NT 4.25 Cone. Air Temp. Temp. (F) (F) 65 42 Unit Wt. NR Truck # A50 Ticket # 9722 i Placement Area I ! Footings X Walls Columns Grade Beams Slab/Deck Slab Pilings Other Grids FOOTINGS: 12, B.5 TO F, B.5, 11 TO 12, 9, C TO H, D 10 TO 11, E, 10 & 11 SAMPLED @ B.5 + 12 Remarks PUMPED AND VIBRATED -27 OF 63 YDS W/C. 34 Inspector PENN SEELY Reviewed By ~~ Laboratory Data Design Strength 4000 Length Max. Compo Load Str. (psi) 155440 5,500 199730 7,120 202500 7,210 201120 7,170 Cyl. Code P9457 -1 P9457-2 P9457 -3 P9457 -4 P9457 -5 P9457 -6 P9457-7 P9457 -8 Remarks FR# 56658 Results Reviewed By ~~ Codes for Break Types: Test Date Dia Age Dim. 7 6X12 28 6X12 286X12 286X12 Area 28.26 28.07 28.07 28.07 1/11/2006 2/1/2006 2/1/2006 2/1/2006 i Reponed Batch Data I CementType LEHIGH I - II I I I I I I Design Actual X Mix No. 569 100 Cem.lbs. I ! F. Ash Ibs. C. agg. Ibs. C agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1840 1129 28.4 GALS i 280Z Water I I ' I : I I Other I lAir Ent.(ozlcwt) Admixture POLY I I: I I I ! i Water Added on Job (gals.) o Items Inspected Conforming ~ Non-Conforming Date Specimens Rec'd. 1/5/06 Set # Tested By TMA TMA TMA TMA Break Type 1 1 1 1 I I Test Method ASTM C39 X C-1231 X Other Compressive X Flexural Test Results Conforming )<: Non-Conforming 1 Cone L2J Date Reviewed 1 f t f 2 Cone & Spilt lAI 3 Cone & Shear 0 4 Shear 1;/1 5 Columnar (Split) m LJ 03101 Rev 1 Effective Date 11115102 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather L T RAI N P9496 Pour Date Report No. Cyl. Code Jurisdiction CITY OF PORT ANGELES Project PENINSULA COLLEGE Location PORT ANGELES WA Client WA STATE OF GA 1/16/2006 09822 Permit No. 61648 Engineer Architect Contractor VEMO Site Mix I ! I Faeld Data Supplier ANGELES Concrete X Mortar Plant No. 1 Grout Flex Beams Prisms Grouted Other Ungrouted Time Truck # Ticket # 8:30 A55 9833 % Air Slump NT 3.0 Cone. Air Temp. Temp. Unit (F) (F) Wt. 58 42 NR I Placement Area I Footings X Walls I Slab/Deck Slab I I Columns Grade Beams Pilings Other Grids FOOTINGS C,8.6T011.2, 1 0, A TO B.1, 9.6, A & B.1 SAMPLED: C & 9.6 FIRST LIFT Remarks PLACED BY PUMP CONSOLIDATED BY VIBRATION 18 OF 69 YDS - W/C.36 I I Inspector PENN SEELY Reviewed By ~( Design Strength 4000 Length Max. Compo Load Str. (psi) 157010 5,580 194880 6,900 201950 7,150 206040 7,300 Laboratory Data Cyl. Code P9496-1 P9496-2 P9496-3 P9496-4 P9496-5 P9496-6 P9496-7 P9496-8 Remarks FR# 65722 Results Reviewed By Q1 Codes for Break Types: Test Date Dia Age Dim. 7 6X 12 286X12 28 6X12 286X12 Area 28.13 28.23 12.23 12.23 1/23/2006 2/13/2006 2/13/2006 2/13/2006 ! Repoll"ted Batch Data I Cement Type LEHIGH I - " Design Actual X ! I : ' Mix No. 4000F 574 98 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ills. 1833 i I' , ' 1257 ii 17.8 GALS i I 280l II Ii Ii i I I I I I I I I I Water Admixture POLY I I I I I lAir Ent. (ozlcwt) Water Added on Job (gals.) Other o Items Inspected Conforming X Non-Conforming Date Specimens Rec'd. 1/17/06 Set # Tested By TMA JSD JSD JSD Break Type 1 1 4 4 I I Test Method ASTM C39 X C-1231 l( Other Compressive X Flexural Test Results Conforming X Non-Conforming 1 Cone ~ Date Reviewed , & ~ 6,0 2 Cone & Split bl 3 Cone & Shear 0 4 Shear 1//1 03101 Rev 1 Effective Date 11/15/02 5 Columnae (Sph') ml I Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 1 06-05139 Weather OVERCAST Cyl. Code P9511 Pour Date 1/18/2006 Report No. 09823 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Location PORT ANGELES WA Client WA STATE DEPT OF GA Engineer Architect Contractor VEMO i IFmeld Data Site Mix ! Supplier ANGELES Plant No. 1 I X Concrete Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Cone. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 8:35 A55 9856 NT 3.5 58 42 NR SlablDeck Slab X Pilings Other I Reported Batch Data ; Cement Type I - II : I Actual X Design Mix No. 4000F Cern. Ibs. 560 F. Ash Ibs. 100 Ii c. agg. Ibs. , . I C. agg. Ibs. 2 1836 i ~ C. agg. Ibs. 3 , i Sand Ills. 1261 : I . , I , . I I I Water 28 GALS ,I I , I I Admixture POLY 280Z I: I Ii 1 , , I Other ~ I I I , I I lAir Ent.(ozlcwt) I : I Water Added on 8 Job (gals.) I Placement Area Footings X Walls Columns Grade Beams Grids BF6 FOOTING K.2, 9T010.5,ELEVATOR SLAB 10.1 - 11. CONT 12 F.2 TO I. F4 TYPE, 12H & 121 I i i , i , i I I Inspector Remarks SAMPLED AT K.2 & 9.8 PLACED BY PUMP AND VIBRATED 18 OF 46.5 YDS W/C. 37 Items Inspected PENN SEELY Reviewed By ~ Conforming X Non-Conforming Laboratory Data 2/15/2006 Area 28.18 28.18 28.18 28.18 Design Strength 4000 Length Max. Compo Load Str. (psi) 155140 5,510 196520 6,970 193570 6,870 197920 7,020 Date Specimens Rec'd. 1/19/06 Cyl. Code P9511-1 P9511-2 P9511-3 P9511-4 P9511-5 P9511-6 P9511-7 P9511-8 Remarks FR # 57291 Test Date Set # Tested By TMA JSD JSD JSD Dia 1/25/2006 Age Dim. 7 6X12 28 6X12 286X12 286X12 Break Type 1 4 1 1 ! Test Method ASTM C39 "- C-1231 y.. 2/15/2006 Other 2/15/2006 Compressive X Flexural Test Results Conforming X 1 Cone C></ 2 Cone & Split n U Date Reviewed I r, ft g 3 Cone & Shear 0 4 Shear ~ U U Non-Conforming Results Reviewed By ~~ Codes for Break Types: 03101 Rev 1 Effective Date 11/15/02 5 Columnar (Split) 0: ! . I --~- ....1i KrazaIl & Ass 0 cia t e s, I n c . FIELD REPORT NO: 5 7 ~, 8 2 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. ~1 ::JI9N ~o6 PROJECT #. 106 -().}"IJ ? PROJECT Sc.II'E/IIcE IfN/) 1"EcHA/a4GY LOCATION: fJlf/tII/>(S'utFl c.ot-U~E KRAZAN PROJECT MANAGER: 78 I I I vt?- 9'-51 I t!)N S/rE J=dt( /:)EN51 ry rE.s77/Vt; CJ~ /#1 f/t!),e r $,-9c/r::'r/t:..L I A1XT/JrfN/ 70 3l//L.t)/N~ Ft!JtJ7/.A6s. "'7&;~7)/V~ bJA.~ '.?fi!!hP.hJE/J I , I Ar F~I!J7/A/~ /9R~AS- //11' /EcA/#V~~a$Y 3U/LJJ/NG 78/1'/ 4J~re& ,P~l1c.Ej) , . 191'1 l~iJ.l1~ tJb. rt'/,.e$,e '/"$5 7J r...9/<"$~ A~ I' Exr-fEf)E[) 7>S-% Xi:. &,1.1 I ~ p /}j I /(~ rdLlJ PERMIT #. INSPECTOR: WEATHER: CONTRACTOR VEJV/o JURISDICTION Pr: 191V~~(.,c5 ~/6o/i' f7~N^, SEELY P71 ~ c~~y TEMP: 1?e ~J!/( ENcE Lt)mP/9C7/tJAI i?-fp~Rr /Y~3J> IS R "7e5;r l?e& rh? , i I I I I I To the best of my knowledge, the above@ WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 215 Wesl Dakola Ave, ClovIs, CA 93612 2205 Coy Ave, Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modeslo, CA 95351 545 Parrolt 51, San Jose, CA 95112 5808 Price Ave 8/dg 1016, McClellan, CA 95652 o (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Brickell 51, Onlor;o, CA 91761 1501-15'" 51 NW SUIte 106, Auburn, WA 98002 20714 Slale Hwy 305 NE SUite 3C, Poulsbo, WA 98370 19501-144' Ave NE #F-300, Woodmvdle, WA 98072 o I (909) 974-44QO (253~-2500 I (36 126 (425) 85-551'9 ReVISion 0 EffectIve Date 8/16/02 The mfOlmatIon provlded on thIs re00l115 oreo3lcd for the ex.c!uslve use of the chent ThIs leoOlt may not be leoroduced In any format Without the wlltten nelml"'\mn oflhe dent anr! Kra7an & A'\'\nCHHe'\ ~J<razarl & Associates, Inc. COMPACTION REPORT NO.: 14838 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR PERMIT NO: f>'LfJ INSPECTOR: JURISDICTION: WEATHER: v' i-~ i) ~7 J/tA/~ ~ dO 0 J c> b _v D ~I 39 PROJECT: .>c,/ c.N'-E. A'VC>775. 5/-1 LOCATION' I'd> Ii=NiN.s1..~i)'-1..6G~ KRAZAN PROJECT MANAGER: DATE' PROJECT #: D WASHiNGTON DIENSOMETElR D SANDCONE I I I I I [)<NUCLEAR TEST cyOTHER ~~ != TEMP: LOCATION MAP N + D Paved Areas (circle one): Sub / Agg / Asphalt :szr Building Pad (s) D Other D Trenches (circle one): Sewer / Water / Storm Drain / Utly , L I I : Curve Unified SOils Classification Opt I M. I olstur~ //. e) Test Elevation Locatlon(Comments) Curve Density Required i I I i I Curve Test ~Qq...r This testing does not preclude the pOSSibility that the sOIl or hot-miX asphalt may be loosened by fut~re LI I :;J .1 construclion activIties or rainfall events The compaclion tests were performed at the approximate Dally Avg. Std locations and elevalions shown and Indicate relative compaclion at those locations Honzontal ~nd go~nt Den~ltles YO vertical limits of the compacted area were determined by others Our firm does not guarantee earthwbrk Car YtAvg ttd:J or paving construction, nor does our work relieve the contractor's responsibility to conform to the oun mOls ure I 3 approved project plans and speclflcalions Gauge# ~ '1 To the best of my knowledge, the abov~ WAS NOT performed In accordance with the approved plans, spedlcalJons, and regulatory requlreme1nts Superintendent/Representative: Technician: ;? r / ~- ')~l...- -, 4221 Brickell St, Ontano, CA 91761 1501-15'" St NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144'. Ave NE #F-300, Woodmvdle, WA 98072 Map Location: o Attached 215 West Dakota Ave, ClovIs, CA 93612 2205 Coy Ave, Bakersfteld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 . I (909) 974-44PO (253) 939-2500 (360) 598-2126 (4251 dB5.5r ReVISion 0 Effective Date 8/16/02 ~KrazaI1 & Associates, Inc. FIELD REPORT NO: 574 '8 4 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 31 :JJI7IY :2 ()~ , PROJECT #: / ~J, - ().$7i1~ PROJECT. <-L!:/~A/~ 14M:) LOCATION: ,P'€#/N S"Ut..PJ KRAZAN PROJECT MANAGER r ~c.ff;I/ if?L.JtS Y Ct:J ~C A:::.. t;:=./? rl5 CONTRACTOR: JURISDICTION: PERMIT #. INSPECTOR. WEATHER V~WJO pr 4N~ACff"~ " ,~ L/ R ?: S-C~ l- Y e~~ I I I TEMP.Y~-9n I I I DIY 5/TE rc/ ~~R/::"~V1'J IJ/-?A/$"/Ty rt:-~ 7", A/I',.. ~It/ r-HtPI)~r ~/.{.(!...rt.lJiA(~ r/t.L /~t!)pJA. ..$1I~rW6J.l- ~/r -rE$8 ~k"~N AT R#/f/J)t;;v! RRI!)cu.//) e-t..&VHn~ ,P// H#Q ;J'l~#.s?2U g,J~a- ,?.f b(Ar~R/AL- L/')~/~t:..P;~ IN ~/~?:r: h~t:... ?~P1~~~r/;~ E'y #~/E"/'~"e 114#/) rUI4-1/9/4/tf: ...:rAe.~ AL,5~ /)".>r;(1/~j) E)<C;tJt/Al'/d,v I . &!r Ht:>1fA/~ &A/ J; / 1t, ~ PtIP'<J# ~ "OR/#~ .f~/'~~. #r/lA',,;r/HI"'/;FL~ S7";!:)~ C/l~#rl.:> ;PY'~ifAIY nAc'c,t;; AH(') C~~~Ac~,t) /N ; E)CC;4tJAJ/~N. RE/.€R.e)VCE cRr7YY he a;-r p~r/9# i I I I I I To the best of my knowledge, the abo~ WAS NOT performed In accordance with the approved plans, specifications, and regulatory reqUlrementsl Superintendent/Representative: TeChniCian.B s:- 215 West Dakota Ave, ClOVIS, CA 93612 2205 Coy Ave, Bakersf,eld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parroll St, San Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 I (909) 974-440P (253) 939-2500 (360) 598-212~ (425) 48~1~ ReVISIon 0 V I Effective Date 8/16102 The mformatlon provided on thiS lep0l1 IS pi epaled for the exclusive use of the chent ThiS leport may not be leploduced In any fOlmat without the wllHen pel11l.1SSIon of the dent and Krazan & AssocIates (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 422 J Bnckell St, Ontano, CA 91761 1501-1S" St NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144'" Ave NE #F-300, Waodmville, WA 98072 ~KrazaIl & Associates, Inc. DENSITY r REPORT NO.: 0744 GEOTECHNICAL ENGINEERING 0 ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 0 NATURAL RESOURCES / WETLANDS DATE: ~ / ;:rAN ,2f)~~ PROJECT #: /(j6"" tJS""/ ,79 PROJECT: ~C/AN~ 4NO ~(;H>>llO(2Jr' CLIENT: lJEfJT 4>~ ~A, KRAZAN PROJECT MANAGER. 7$ PERMIT #. INSPECTOR: WEATHER: CONTRACTOR: t/tC )41 ~ JURISDICTION: .P T ~/V(#.t;~rs 6/~ ~g ,q S/~~ r" c:;~ ~~ r TEMP. I I I 'rtJ f I I I I D SANDCONE ~ NUCLEAR TEST D OTHER ~g J7Y~ ~ COMMENTS. LOCATION MAP N ft Test Elevation Location (Comments) Curve Mode & Dry MOist Percent I Depth Density % Compaction Requir~d /. ~'I8 :C'.k' r /1 ~,~~ /!' /-2(, 2 q.7 97 9l- 1> .2.. ..:199 · u, #" r ,.l:::1t€ h~~a~ ItlAu.., I ., /:1 2., B'.9 hP t:J I UWC~ J'/ _ I ~ 3'f'l~ .::r: 7 ~- + 2.fY I I/~d.~ f" ,,. I I cJ. 3~1 IE A_if ,I, p~ ,P/~"..$ N/~ MA-u:.. /~/.a /".~ '1'1 I I S- g~1 ~"'Sr " I ilL' ,!J,e ~UV"'''''t!>/( .J:-- ..J. - 1/.) ,. " 'f.f) 9% .J.J,.. I i I I I i I I I I I I I Curve Test Method: _/.' r-r Dally Avg Std /. '? 7 I - J' Count mOisture ~ > Gauge# '\ Dally Avg Std '-' ;~n I o Plans Sheet # 0 see above et~ Count Densllles :/ 6i} TV To the best of my knowledge, the above ~ WAS NOT performed In accordance with the approved plans, specIfications, and regulatory reqUlrementk Superintendent/Representative. ~ TeChniCian~ ~ I f~- '-:>a- (~ . (559) 348-2200 1501-15th St NW SUite 106 Auburn, WA 98002 . ;3) 939-2500 I (661) 633-2200 20714 State Hwy 305 NE SUite 3C Poulsbo, WA 98370 60 598-2126 (209) 572-2200 19501 144th Ave NE #F-300 Woodmvllle, WA 98072 485-5519 I (408) 271-2200 11913 NE 103rd Ave Vancouver, WA 98662 (360) 254-3200 (916) 564-2200 Map Location: o Attached o on Backside 215 West Dakota Avenue ClOVIS, CA 93612 4231 Fosler Ave Bakersfield, CA 93308 1025 Lone Palm Ave #8G Modesto, CA 95351 545 Parrott SI San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 --:~ -= KrazaIl & Ass 0 cia t e s I I n c . FIELD REPORT NO: 57298 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. / ffl5 ;2(}l)t PROJECT #: /~~ -tJr/..79 PROJECT fc~&',v(;~ -'f#/) ~GHAI~~(Jt,;y .JtPt!O LOCATION: ;:'4Iv~A/f"tLA Ct)~C-/.!t:--= KRAZAN PROJECT MANAGER: 3J.? CONTRACTOR WUt~ JURISDICTION. PI'; NII/dr~~> PERMIT #. ~ / ~ ~f? INSPECTOR. )? ..>e-~~Y WEATHER t1? ~ J 7' TEMP: Yt;:' t:7 iPN fire ,A,~ /1'/ /,,e~eEfS' /l.,f'/N4JIf~,H,4fNr :Z:;-v;?/E.c?7,AI' ~r ,;'(IfGIE ~'(41'1~ /eJt:J~V~ A?:" /" ~n~.c) I rfJ '?j llN/5 I J ~ l' 7'0 r; L 'N~ 3', /' r,,",~. A'lIN~~IfGtf'm(pr 1$ A.srm {, (5'": GAlib~ ~O ~ r {'H~ 8t>1f,,-.. P~I( s:/ .$-$"(7 2.. ~J (i,):II:? C8NT: tJr#EIf.. -rJlAr$" (!)-r=- ~a nN~ /~Je r/ SSZJ ~. ~, -r# d-,p tr,g;es Pl4G/C~ ~ /J ;I!liltlP 4()~(/Yl ~ r , , R~t;IA.,,f~f) eLcAIt.A-/II~S m4-J;v7ltI)Jt€l::>. c-e'/~_AI ~e,-tr ItV P'UctE AT eo 3 + 1_ Dr y. t:#ud7IEi)s (N f'LJ4~ ON r t. IA/~. f)r 3 IEM8~,oS oW 3' ,AI I'd()~r:f (!)~ IAI.>1';9LG~'1"~{)^,. 1t~W/II'I;V,~e:;, C.()/~N Bo(,.-r-$ Fil..l1) IAt p.tDeltrS'.s I'J~ IN."..,.ALLA1iIJAI. C!JN'1'/NU.(JU..r ~o17N~ !J;4te$ A/e.e.b )"Q 8e S7"4J8'tEb ~tA..r A r F.. "$ -I- 1. -THESE /7/5"11/1,5' kJt ~,..~ 8~ (/~Rlh~t> PR'o~?a Q;Nc~~r~ ;P~Ac.Eh1eNT: I I I I ..,.,~" ~~~T ~5 I To the best of my knowledge, the abOv~ WAS NOT performed In accordance with the approved plans, speCifications, and regulatory reqUlrementl. ;z. ftli Superintendent/Representative: Technician. 215 West Dakata Ave, ClovIs, CA 93612 2205 Coy Ave, Bakersheld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrolt St, San Jose, CA 95112 5808 PnceAve Bldg 1016, McClellan, CA 95652 I (909) 974-4400 (253) 93~5qo (360) 5 126 (425) 4 '519 ReVISion 0 I EffectIve Date 8/16/02 The mformatlon prOVided on this lepol11s plepaled for the exclusive use of the client ThIS lepol1 may not be leploduced In any fannat without the Wlltten oerm.lS$lon of the dent and Krazan & Assocmtes (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Bnckell St, Ontano, CA 91761 1501-15'" St NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144"' Ave NE #F-300, Woodmvllle, WA 98072 €:KrazaIl & Associates, Inc. FIELD REPORT NO: 57;2 9 9 GEOTECHNICAL ENGINEERING 0 ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J r't:tJ 2 ~~~ PROJECT#' I~' -1)5'/5'9 PROJECT. SC,eltlce, AH'o ~~~N~Z.t:)~ ~ /Jd> LOCATION: f?e' A//N $lA GA- ~~~ti€ KRAZAN PROJECT MANAGER: \..)8 CONTRACTOR: vI~AW~ JURISDICTION' ,Pr A/Y~E~ €'~ PERMIT#: b /~~B INSPECTOR: /? S~&;~ r1 WEATHER: C~tt:A,e TEMP: ,.ttJ J ~l'If/rtE /,;( .5/'~~/A~ J";vS'/,Ed"',N ~ CIf//Derrd .PLAc~~#r Ar Jj'U~t:: //lA~~ /~~'1/^,f:1 ~;e,I)L'N~; p'/ 1 ftJ S; 1 J &. g' ~c F',. .ij..r"-'o 6 . AlL r~- I'l&;dr$ InWf Nt?1"'t!"O 4N of t&~d ~ bl"/n~~IH,#r fNr;>~d/"H R~,I1eJ1('f' t/~R/~/A;'t> AS t:!/;)m,d~~r€ ;:>~/~;e rtJ ~N~G'rE ,t"e,~At&IV'1'; I~" Y14AbS tJ~ /1.H~~~6S ~NC/J~r<!') #jU)( Yo~~ p, dAJ ,Pt..4ul) /?7' 'ptAMI? ~~t ~~AlC,fI5?& ~45 ~1It'.$'()~/~-rE() 8Y G1!J A&f)( ~R,,'9 rc/ ~. JU~C#~d/e::hL W8'~~7),,~ /.:iF" J'lJ-.eIJ,f ~Af r't..tce.P //y &~ar;e- 'TIJ .II~JC/< L~~.€ . f i.uve7 C +c./), t/14IiAr~D.. /!1)N'~/fEa ""~S~L) Ft?ie r;';h'/e'.e4~1t I $tumr) AIt/.(; ~f,(.1? (IJm/JI2.t!$JI(J,v 5Awl'~S CJ;sr; RE~It.-~'~NCC' UA/C/f.e::.rL RLA:::7~T o rS;;J/; Hi( ~;i'~r ~ArA. w,.f,L€ ()I\I r,r~ /t'AA2-AAI ~Er ~;fI$lfev~ -nit IN.rrIfLtAr-,/OoV ~F (",) :/I;:' s- rJiE,~"-IC"<'" /)tJt.4JlEtS' pr K. < -+- 9.:z.. FDtJ'TrA/t:.. fN/Y'AUA"'6H NV l}~cd~t>tA^,e'€' ~/rt+ MI<A OIUIW'N~ l)l1r~f), I Fe~ :lOt)' . f!fJUf .1JIQ Ii.l-€,f) ~'; 81f.1Ul-le..o ANt) Bt(J~N Cl EAN~, 'itJ,~I5" liNInX' P(t;-Pot<Y 3tJ~ /Asr ,4/8 ..S'7's"'~~ MJ'E(). / I ! I I I To the best of my knowledge, the abOV~ WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements 215 West Dakota Ave, ClOVIS, CA 93612 2205 Coy Ave, Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrollst, San Jose, CA 95112 5B08 Pnce Ave Bldg 1016, McClel/an, CA 95652 ReVISIon 0 Effective Date 8/16/02 The mfOlmatlon orovlded on thiS reoort IS 01 eoaled for the exclusive u<;e of the chent Thl'> le00l1 may not be lemoduced 10 any FOlmat wIthout the wlltten DelTTIlSSIQn of the client and Krazan & Associates (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 Technician. ;:;;:" 4221 Bnckel/st, Ontano, CA 91761 1501-1S' st NW SUite 106, Auburn, WA 9 002 20714 State Hwy 305 NE SUite 3C, Pou/sbo, WA 98370 19501-144. Ave NE #F-300, Woodtnvdle, WA 98072 I (909) 974-4400 (253) ~- 5QO (360) 9. 126 (425) - 5~9 I I I Superintendent/Representative: ~KrazaIl & Associates, Inc. FIELD REPORT NO: 57300 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PERMIT #: INSPECTOR: WEATHER: /FJk.D JURISDICTION. ,Pr A#(;etL~ 6/~ yt9 I! .sCr~ 'Y (" ~AIt!.. TEMP: I I I ~,,-; ...J?; I I I I DATE: G ~ ~~~ PROJECT#: /~~-~,F/J~ PROJECT: aC,fN~r ANt) ~~HN"UJdY LOCATION: "v#I'N'.F&t.l.A- t"'-'#~~~~E KRAZAN PROJECT MANAGER: S 8' CONTRACTOR .1)# f'''~ hA" t!d"""'Ac:.?/il!JN ?'$f""~~ 11/ r#L/"dAr- .rrA44.cr~AL f/t.( A~-Nr?2/ .8~ ~477;A/~ I" / ~'~L .I / ~.Y: ~-r~/AL Ct)I4f/J~~ /K L,/fl ,d'y rA'Aq</f&..= ;'I't1'/~r4'.D #ttJE,o.l4-K. . J1LNf,ry 72'S{$' j?e'RF'r?~I4't~i) Oult,,vt; P~dC$S"$' I A~ Pi~T eP~ -E 'If(: ~$~ ~f) 9'.rJ( t:../J f4IUJlfe.71 ~N K /! ~u, ~It' p1/f'1V r: ;If' 4r'/.!' ~'€It! c.~ R,i'"/d'ef /YJ>"7't';9~ rZ~r vArA. , I I I I I To the best of my knowledge, the abOv~ WAS NOT performed In accordance with the approved plans, specifications, and regulatory reqUirementJ. 215 West Dakota Ave, ClovIs, CA 93612 2205 Coy Ave, Bakersheld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 5808 PnceAve Bldg 1016, McClellan, CA 95652 I (909) 974-4400 (253) 93~,o (360) 59 I (425) 48 5 ReVISion 0 I EffectIve Date 8!l6/02 The mfOlmatlon pI oVlded on thIs 1 eport 15 pi epal ed for the exclUSIve use of the chent TIllS I ep0l1 may not be I epiOduced In any FOlmar wIthout the wIllten pellTI.lSSIOn of the chent and KI azan & Associates (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271.2200 (916) 564-2200 Techn;cla~ Yk- ~ 4221 Bnckell St, Ontano, CA 91761 1501-1 S' St NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144" Ave NE #F-300, Woodmvllle, WA 98072 Superintendent/Representative: -KrazaIl & Associates, Inc. COMPACTION REPORT NO.: 14584 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT # PROJECT LOCATION: KRAZAN PROJECT MANAGER: I I I I TEMP 7/d - ~Z? I o WASH~NGTON DIENSOMETER 0 SANDCONE ~ NUCLEAR TEST 0 OTHER hf .>7..? t:)O ! I h ffd ~dtJ It' /f)~-&1n 3P $"G-ICNCr AN./) r,eC#N'~~~r' /".EAr/&/reu..44 4~~4'~' ,""rIJ CONTRACTOR PERMIT NO' INSPECTOR. JURISDICTION: WEATHER: r/tE'#1(j 6/(, '/,9 I? $'ceLY fr~H~I'!'(;~ C.~~A~ LOCATION MAP N + o o ~ o Paved Areas (circle one): Sub / Agg / Asphalt Building Pad (s) Other ~~Flt.' AlJrAelE'Hr' fe; nit' 7/A/~ Trenches (circle one): Sewer / Water / Storm Drain / Utly Curve Unified SOils Classification Max Dry Density , .1. ..a Opt Moistur~ 1'.0 I Test Elevation Location( Comments) Curve Mode & Density Moist Percent Required ' Depth % Compaction I. ,'] 'IS> IE. a + 3 ~..so 2. 8" 131. .2 /tJ.' 91 9s- i I ~, J'If ;:, .r ..:I. 11 J /7tJ. D /~. 9 ", 1 I I :I. _r~7 ~.r--f' ~ f I I / ~,. ~ /1.7 18' I 1- 397 t::.$' .,., I. #P ....1- J.... /t25:'>- 'f. ,- 9r J-. I ! I I ! I : , , I I I Map Location: Curve Test Me~d",'.r';-7 This testing does not preclude the possibility that the soli or hot-mix asphalt may be loosened by futLre construcllon activities or ramfall events The compacllon tests were performed at the approxlmkte o Attached Dally Avg Std Vlfo locations and elevations shown and Indicate relative compaction at those locations HOrizontal Jnd Count DenSities vertical limits of the compacted area were determined by others Our firm does not guarantee earthwbrk Dally Avg Std ~r1 I Count mOisture or paving construcllon, nor does our work relieve the contractor's responsibility to conform to the 2o,g-~ approved project plans and speclficallons Gauge# To Ih, b,,1 of my ',owl"'g', ~'obo"~ WAS NOT p,,'o,m,d m o"o,do,,, wuh Ih:~o".d plo"" ,p"""o"o"" o,d "g"OIO'y ",""mL, '"p..lntend.n'IO.pre..n....., T"hnid.n'~ ~ ~ ! 215 West Dakota Ave, ClovIs, CA 93612 . (559) 348-2200 4221 Bnckell 5t, Ontano, CA 91761 . (909) 974-4~00 2205 Coy Ave, Bakersfield, CA 93307 (661) 837-9200 1501-15' 5t NW SUite 106, Auburn, WA 98002 (253) 939-2500 1025 Lane Palm Ave #2E, Modesto, CA 95351 (209) 572-2200 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 (360) 598-21126 545 Parrott St , San Jose, CA 95112 (408) 271-2200 19501-144' Ave NE #F-300, Woodmv'{le, WA 98072 . (425) 485-5519 5808 PnceAve Bldg 1016, McClellan, CA 95652 (916) 564-2200 I ReVISion 0 EffectIve Date 8/16/02 ~KrazaI1. & Associates, Inc. FIELD REPORT NO: 57:3 0 3 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 9 M't ':-~IJ ;l~t)(, PROJECT #: / I)~ -I!JS''I.J'' PROJECT SCle,vClt. !fJNO rEC#AI'(IJ~~ ''-I). LOCATION: ?/!'IIINJ'IA."A Ct)l.,,,E~# KRAZAN PROJECT MANAGER: ..:1(? CONTRACTOR _rkJ'Vl 0 JURISDICTION: PT:' .l'JN($e~~ f PERMIT #: 6/~ Y8 INSPECTOR' 12 J.€ ~ L y' WEATHER. tC. ~EA~ TEMP: htJ tJ,iV $"/"'~ h~ S/~C-/A~ Z^/$PeC,:??iJlV' f)~ R~/,ured.~tO Ce;A/C;f~rL .P~RcLPI~A//': RI//,y;e:;,~C&ffl~NT Z#~""('~"'61> f!)A/ 7 ~';;;I.!? r~ S-7 3~ ~ . , AN- (~ /'---"t.-I<l#bN .4di~ n- w,t'~ /N ,.,r?~~uS'S' &r a$/~ :iv.sHf~~&t:). A~ &l.:rS fj~Alhtr'/:j ?1J ,d~ S~c~~~t> /N ".oL-"Ja 'p~/DIf' Tt!' ~D/VCRe'rL /J~4e~~;rN?: Jf'~/N/lJ~~ N r ~;eJA'~$" 7iJ ",rr;eIAc.7'If...eJIK OItAW/N~~. ~",.c~tF'rE ,PLAcEt:> A'r:- F~ ~..,.. .f.~ -f' /iZ.1 ) F 5 AT K --I- 1:l.1 i /1. Y 17:J l:t DN J7 r3 tfir .:f:2. l' II. <<(/ ~F pl-r K ~ II. Y I K. ~ 1'2:> t.. 8N II.'; 9.:2. {-tJ II. a DN L- I /('. 2. +0 l. ~AI 9. ~ I JJ;Ohl.8Jt'/A'&'AYI!'~~ .5/ rlI-~ fJF A~K(..~S d1/1C Yd()()~ t:VJIIS rt..;f&tt:J/) BtJ ,vtJ.JMr". . A~( C8NC/?6rE h>AS C~AlSIJ~/tn4r.fi'D (i'Y M~~#AN/cA~ t/,'~1Itr;/)N, t1I'JNC/($?".e AJA5 7""6Fr~t) ~~ ~M?,I ${IotIMT; ANi) hlL~ ~pW1jJ~S'.r/(/~ Y~MPC.€"~ ~M-';- ~L ,e4''€~~E c;r "'8;{ 7 ~~ n$"/ C/47:)1, tJlIl'~ ~# f//Z l'e/I1//tpltalltlLNr' uJRf IN.r,P~cr&O /tJ~ B;(IJC~ F~"n1.e 'I- -r$""" h~"'/IN& tJ,(I J:~. I N) Y. RE/N~~IfG~t:#~Nr Cd#~LP(.r ro .D/.CrAr~ ~-t!!)K.$50 :L-. "()N"t": ~ ~ 'Dr. #;; It)" rli;9H~tllt:/f.se 7O;P ~ D'~r:- jC" MI9/CD 'LAreS /# /'~AGE. CoLv..YJ1A.1 .6'f)t..~ c5".e"ct,(~.€/) fA/' .J&'LAcE. -#="7 CeJ'A// . . , h/!)~N~ 8AtfS ,v~lEb .,-~ ,d'.e $"'?"~$rL> tJl-tr tP/' h/r.., $"IPC~ ~IV 7"'wo /1lA&$$'., 7N'/$ ~/~~ ff~ tI~~/r/EO //#/d/? ~ CtJ~t/cli..E'rE j?L.Ac~IAf~/Vr 1)# 9 r-EO' t)~. , I I I I I I I To the best of my knowledge, the abovr:!!!Jh WAS NOT performed In accordance with the approved plans, speCifications, and regulatory reqUirementl Superintendent/Representative. Technician: ;? 215 West Dakata Ave , ClovIs, CA 93612 2205 Coy Ave, Bakersf,eld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St , San Jose, CA 95112 5808 PflceAve Bldg 1016, McClellan, CA 95652 ReVISIon 0 Effective Date 8/16/02 The mformatlon proVided on tIllS I epOr1 IS prepal ed for the exclusive use of the chent This I enor1 may not be I eOI oduced In any fOlmat wIthout the Wlttten oenlllSS10n of the chent and Krazan & Assocl3tes (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Bnckell St, Ontano, CA 91761 1501-1S" St NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Pou/sbo, WA 98370 19501-144"Ave NE#F-300, Woodmvdle, WA 98072 I (909) 974-4400 (253) 939-2500 (360) 59 126 (425) ':9 , eKrazaIl & Associates, Inc. FIELD REPORT NO: 57301 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PERMIT #. INSPECTOR. WEATHER: tkM~ JURISDICTION. jOrH,/I/~~~rS ~/~ '11' r: ..$.IE';E' ~ Y L:. t..$ A R TEMP yo f- DATE: 7 ~1!'6 :>tJ~~ PROJECT #. /() Id -tJ~-/J9 PROJECT SC/4NC~ Ak'Ll ,,"IE'CHN()l.(J~Y LOCATION: ;Pe)tIJV~e(GI4 U;;;,GIFt:~ KRAZAN PROJECT MANAGER: ..::re CONTRACTOR ();Y f/r,{' h/? Ct!)/V7/#uAYi~A/ I!P~ 4Ae~ h~t.- ALJ.Ptc4'A/r 7n 3r ,co!)fiN~) /' '- /"'~) / ~ 3. ~IJ,f;ld/t"- .1"rA"t:.Y<<J':'H~ ~/("L. /:'dtJ m S!lf)"" uJ ~ l.l ..P/ r as~ p. CI;,uMc~ /;) t"N ~ 1',;0 By 7,{' 11 t;A:::/ff"'L atdu.N 1714 D .fiDe-Pdt"<. /J/H.E/f'A~ 1'07 A7(P,'r.. NL.4~ ~;:>rnYhA..V'I1. MfJ/f7t/1{6 (;4)N7'r;V7j /Ifl1Vt:? f/lfrf $4&:# ~1)/l"ftIi#~~ Ct!:JUe)IJ.lft:-;?"~P. R~/"d"~cNCr.: ./JF/V~/rJ-' Re#/)~r ICfs-s'S ~~ U~T j?~;rA" I To the best of my knowledge, the abOv@ WAS NOT performed In accordance with the approved plans, specifications, and regUlatory requirements, 215WeslDakalaAve, ClovIs, CA 93612 2205 Coy Ave, BakersF,eld, CA 93307 1025 Lone Palm Ave #2E, Modeslo, CA 95351 545 Parroll 51, San Jose, CA 951 72 5808 Price Ave Bldg 7016, McClellan, CA 95652 I (909) 974-4400 (253) 939-2500 (36~'26 ReVISIon 0 (42~~~.~571'~' Effective Date 8/16/02 The mfOlmatlon proVided on thiS lep0l11s prepaled for the exclUSive use of the chent ThiS lepOlt may not be leproduced In any fOlmilt without the wntten pelTl1lSSIOn of the chent and KJazan & ASSOCiates (559) 348-2200 (66 7) 837-9200 (209) 572-2200 (408) 271-2200 (976) 564-2200 TeChn;c;an1?~ {; ~ 4221 Bnckell 51, Onlano, CA 91761 7507-7S" 51 NW SUlle 706, Auburn, WA 98002 20774 Slale Hwy 305 NE SUlle 3C, Poulsbo, WA 98370 19501-144. Ave NE #F-300, Woodinvllle, WA 98072 Superintendent/Representative. ~KrazaI1 & Associates, Inc. FIELD REPORT NO: :; 7 302 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 7 f'€6 ~()t- PROJECT # /I)~v~r/jf{ PROJECT .sc-ll.ttJr~ 41<11) rM:;/-I#8~~ ~ LOCATION: PEPIjt/s~t.A- 4J~~e:. KRAZAN PROJECT MANAGER: 5/3 CONTRACTOR" /h;R;/O JURISDICTION. ~ ftAIfG~$ . PERMIT # '/6?,1fJ INSPECTOR: /? .S'~&/.. yo> WEATHER: (" a ItR TEMP: y..r: 'N S'/?'K ~;( .rN-i',fo~ J?GI#JI:'.6~CGn-t~Nr .rN$"~erA!'JH ~~ I!.l)lflr/;t,/t.JJl!JfL.f "'.,.~~~s} ANt' CIJla4/11M' ~(!)8Jr;iVtD~ /N "'AI A'Jt'4trl L!6/t.()&~~1P flY K- 2 --ro l. "AI 9-:Z. 'I.:z. f-IJ II. jJ 4JA/L,.. ...7;<. + K ~N /2.. J .s: 2. .,.. 1< ~~ II. ct. Ctf)""!?N'UI)IA$ hlJ~A/4r PG~ I.:)d""A'~$' ~ r> e;N ..5'6"'0/. htAr !?.$/N;e.,;td #{SHr ~I( Ce;/M-rNlA/ ND'I';N'~ ~L r~/ ~'I/ /s:' ,PER j)LrA~t:. If) Si:.Hre>eu. At: &>IY tS'~1!) /. r~ ~iP1'/N& A-r.:;J: 2. + I:t. . H/U {()..t:t '7 DAI~ WA Y "N,}) ~J l)iP(,&"U~ 1F r fll'ifl$ dJ,../~ ttl-A r: ?"#'? P~A' el)N't/hIt!f;Jf!I'1/PJ.A/ .8'€?"~4'1Y s7ZvE/t;I~H1~ AA/b M 1t"',If E/VG'p~;f'$. / COt.U.HtN 86~..r~ NtJr /N$mU.et? ??f"TA rHE.rE ~NU- 8~ VB~/~/e:r&> , , rAJIIJ/t ?2; bJAr~e r6' 'pc( A~ /M-LN r:- . I I I ~ - ~IfPG~~; I To the best of my knowledge. the above WAS / WAS NOT performed In accordance with the approved plans, speCifications, and regulatory requlrementt 215 West Dakota Ave, ClovIs, CA 93612 2205 Coy Ave, BakersFteld, CA 93307 1025 Lane Palm Ave #2E, Modesto, CA 95351 545 Parrott St , San Jose, CA 95112 5BOB PnceAve Bldg 1016, McClellan, CA 95652 ReVISion 0 Effective Date 8/16/02 The lIlfOlmatlon provided on tillS I epol1 IS pi epa. ed for the e...clUSlve use of the chent ThiS I epol1 may not be I epl oduced In any fOlmat without the wlltten pemUSSlon of the chent and Krazan & Assocmtes (559) 34B-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 Technician: ~ 4221 Bnckell St , Onto no, CA 91761 1501-IS' St NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144" Ave NE #F-300, Woodmvllle, WA 98072 I (909) 974-4400 (253)~- qo (360) I (425) ,9 I I Superintendent/Representative: ....~...:iiKrazaIl & Associates, Inc. COMPACTION REPORT NO.: 14583 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 ~a .:If){) 6 PROJECT #: / (j' -(!)S'l3'9 PROJECT $ud';.ICIt A;v~ LOCATION: ?~N I '" "Me, A KRAZAN PROJECT MANAGER' I I I I TEMP' YtJ - ~ I D WASHINGTON IDENSOMETER D SANIOCONE ~ NUCLEAR TEST !g] OTHER r~ r? $t!:J / I I I CONTRACTOR' vi,€'" MdO 6/ ~ Y- 6' I? .?6'~1.. ;/ n: I9N6"Et.c$' C~~~/f" "'~c;,I;Yl!)z"IJG Y ~ ~1.,1C'~.c :T8 PERMIT NO' INSPECTOR JURISDICTION. WEATHER' LOCATION MAP N + D D ~ D Paved Areas (circle one): Sub / Agg / Asphalt Building Pad (s) Other (fI'JlC/(/,ce. 1I~&IF'..vY- 7lJ ~r;..w: Trenches (circle one): Sewer / Water / Storm Drain / Utly Curve Unified SOils Classification Max Dry DenSity I t:). 0 Opt I MOisture II.lJ i I , Test Elevation Locatlon( Comments) Curve Mode & Density Moist Percent Required I Depth % Compaction I I. ?~" r:.r /,'1 '9,$"1- ~" /,;'1 ~, I/.() P7 ,?.s- f ".. I 2" 1~' ~r JL- /,S- f 1 I/JP. r I.' 99 f i 3. 1 '11 <;.~ .f ~,.> sl.. J.-- 1;I~.7 11.1 /()tl J-- I r , I I I I Curve Test Method.;. _I' ~r7 This testing does not preclude the possibility that the sOil or hot-miX asphalt may be loosened by futJre y .7 ~ construclion actlvllles or rainfall events The compaction tests were performed at the approxlmJte Dally Avg Std I'" locations and elevations shown and Indicate relative compaction at those locations. HOrizontal ahd Count DenSities :l" 'I d vertical limits of the compacted area were determined by others Our firm does not guarantee earthw6rk ~~~ 7 I Count mOisture '" ? or paving construclion, nor does our work relieve the contractor's responsibility to conform to the Gauge# 21J'l , , approved project plans and specltrcatlons I To the best of my knowledge, the abov~/ WAS NOT performed In accordance with the approved plans, sp. Iflcahons, and regulatory requirements ,~ Map Location: o Attached 215 West Dakota Ave , ClovIs, CA 93612 2205 Coy Ave, Bakersf,eld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St , San Jose, CA 95112 5808 Pnce Ave Bldg 1016, McClellan, CA 95652 (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 BnckellSt, Ontano, CA 91761 1501-15' St NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144'" Ave NE #F-300, Woodmvllle, WA 98072 Superintendent /lRepresentative: Technician: ReVISion 0 EffectIve Dale 8/16/02 I (909) 974-4400 (253) 939-2500 (360) 598-2126 14251485.551' --~~KrazaIl & Associ a tes I In c. FIELD REPORT NO: 57'3 [J-4 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 r~'t$ ~()()&, PROJECT #: 10 ~ - () ~/.;'" PROJECT 5cr~,NcL' ANO rtfLlI/tM{()6'y $l-t> LOCATION: ?~N/Nf(J..LA ~t.LE~E KRAZAN PROJECT MANAGER: 'J';?I CONTRACTOR -.tI6111-0 JURISDICTION: PI A/I~~~LS PERMIT #. 6 /~ Y-cY INSPECTOR: R ~E~ t, Y WEATHER. C L./E 14,e TEMP: 6 () ON ,sIre' ~~(. >P&CI~C :rd,sJ>.€crK:JH "r ~~(,AI ;t:'b,fcIE'O ~#e/lC-r-€ Pt.Al.IZP'1~N"- AT 'If"'~c rI!APlt: Cf "'NO r h~n-"Vt$ &>/'1 ...:r: 2.. J .1 -1-0 &f. &Nl/r",r~eM~HT' f,..op~c ~a ~ rE,8 ~~/ rle..r'J' ~'7, ,:1Ft{ lI'A.'~tJlVr,,~ C4N-r;""tAtJlA$ ho7/~ .sr.€6l. NttJ~P AJ" ~ ,P'Aoc.&;r$. I I/,Elf/~/~~ rd .s~ /N !JV/u ~~~Di( 7i> Ct:>H<:,eE"..-E "Pt.II'C~MENr: AI'j?d~x/~"''''E{ ~ I/()..r J1q.tf'lJf t!:)"': A,A/~cLeS #//;C- ?C)t)~,c ~?~~EP VIA $oo'YJ p~~ #l~ UJA/C/lcrE ~~"e.I!?~rEC> py .l#Ecll;iN/~/4L t/ldR4r;(JN~ ~Uer~ n-STEt/ ~(J1f ~~r~RI977-cItE ,:/Nl) J'~8A..lIJ1r;, t)N,C S,e-T €),c ~c{te COH1~EsS/o;{ ~;9ntr>~ES ("I1S/... ,REr;l!"<<5hcE cR ~91-2.a 4~ ?:5:sT ,C)~r~. I I I I I To the best of my knowledge. the abOV~ WAS NOT performed In accordance with the approved plans. specifications. and regulatory reqUlrementJ (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 Q Superintendent/Representative. 215 West Dakota Ave, ClOVIS, CA 93612 2205 Coy Ave, Bakersf,eld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St , San Jose, CA 95112 5808 Pnce Ave Bldg 10 16, McClellan, CA 95652 I (909) 974-440P (253) 939-250P (360) e~:1.J16 (425) ~.i'5tI9 ReVISion 0 I Effective Date 8/16/02 The mformatlon provIded on thIS lepor11s prepaJed for the exclUSIve use of the chent ThiS lepolt may not be leplOduced In any fOlmar WIthout the wntten permJSSlon of the chent and Krazan & Associates 4221 Bnckell St, Ontano, CA 91761 1501-1 S" St NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE SUite 3C, Pou/sbo, WA 98370 19501-144. Ave NE #F-300, Woodmvtlle, WA 98072 From: To: Date: Paulette Mickey <PauletteMickey@KRAZAN.com> <Jlierly@cityofpa.us> 2/2/06 9:02AM Jim, Please see attached file concerning the Peninsula College project. I am in the process of preparing cover letters on the attached for mailing. To the best of my knowledge, these are the only reports that have gone thru the audit trail and are ready for mailing If I can be of further assistance to you please do not hesitate to contact me, either bye-mail of phone. The number is 360-598-2126 at our Poulsbo offIce. Once again I am sorry for any problems this may have created for you. Thank You Paulette Mickey r::\5 CDfJY ~~Krazan. & Associates, Inc. FIELD REPORT NO: t) 7 2 8 7 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TeSTING AND INSPECTION DATE: It) J"1If1/ ~~ PROJECT # IlPR; - ()S-13'1 PROJECT .$O~}/{,L All" 'T&UlN~U(,fI LOCATION. I'.r4!/.v.f'I{/.A- a;l("&~,c KRAZAN PROJECT MANAGER' ..5~ CONTRACTOR' t!ICM() JURISDICTION Jf!'T I'1j(/V~CI!! ~ PERMIT #: D/~ ."" INSPECTOR' I 4 ;tC)t'~ Y WEATHER /." ..t~hV TEMP ~ S' &tV fl"'l! A>R tJ~/tI~/"~ r,!.,7'/A/t$ ~;;C rHtPII'tT' F/(.,C- ,PUu{) /Jl>IfJ/UN'r ~ ~tJ1INt&S, /J/l9N/f/.4-t.. '7~te/)r.(~#~ Y ~~M;rJ4crrl> d-Y #'lJltJ'AI:) .if~pM/lA ;file/(. AIlI,/) M~,e;f'f'21,.t!y' .;:;ab, T'c$'~ .A / i';f'llhltm$/) A-r A'AIV/)bWl N/!,xr?z} hdn"ye;s-, I'9t-L -r-'-'F~ JlfrlC'r A!.t'~al,tJ!j) (!/)MI';lC.~81J.Y: R~/4'~lC/Yc,c c.,e ,tt;/SS/ ~R ~K~T PArR. To the best of my knowledge. the OboVe€!)/ WPS NOT performed In accordance with the approved plans. specifications. and regulatOlY requ~ements 2'5 We,' Dakota Ave" ClaVI', CA 93612 2205 Coy A"" , BoksrsFisld, CA 93307 1025 Lon. Palm Ave. #2E, MocIeslo, CA 95351 545 POrToII Sf, San Jose, CA 95112 5808 Price Ave BlcJg 1016, McCI.llan, CA 95652 (909) 974.4400 (253) 939.2500 (360)fl8'216 (425) 55 9 RcvJSlooO bffecuve Date 8116102 The ullimmlJOII pI"<lvtdtd On Ihls rcponls prepared {or rhe e"eluslVe liS( oflhC' chent ThiS relXl11 rmy not be reproduced In any (onnal \\nOOUI the \\f1tten pcmuulon oflhe clIent and KrazaP & ASSoclo1ltS (559) 348.2200 (661) 837-9200 (209) 572.2200 (4G8) 271.2200 (916) 564.2200 Technician' 2.. 4221 8",:k.1I SI, o,,/ono, CA 91761 1501-15" SI NW Sull. 106, Auburn, WA 98002 20714 SIoIo Hwy 305 NE Su,'. 3C, Poul,bo, WA 98370 19501-144"Av. NE#F.3oo, WaocI,nV//J., WA98072 Superintendent/Representative: 6ilKrazan. & Associates, Inc. COMPACTION REPORT NO.: 14581 GEOTECHNICAl ENGINEERING' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR. PERMIT NO INSPECTOR' JURISDICTION WEATHER. r/t; UfO 6/6 'If' t: $/-'Jr. L .... ~r A;ftt:~~&~ ~-I- K H IIV DATE. 10 fAN ~~ PROJECT# / ~(p ..... ~~ I :JCj ._ __ PROJECT ~.t:.l'ltt AN'" :[LcH,.,Ol..p,,-;;r LOCATION. I'AH,NSil.l-" (;"IUIC~IE- KRAZAN PROJECT MANAGER' . ~ _;~'IJ J TEMP: .,..., o WASHINGTON DENSOMETER 0 SANDCONE ~ NUCLEAR TEST i;X OTHERr~ .rl:l3 7 - -. --- -- -- --- o Paved Areas (circle one): Sub / Agg / Asphalt LOCATION MAP N ~ fa Buildln!1 Pad (s) -- o Other '- - D Trenches (circle one): Sewer I Water I Storm Drain I Utly - --- Opt CUlve Unified SOils Classification Max Dry DenSity Moisture PQa"2. 7'",.~~ r nr I?IA-A/ r7:J.t9 n.t) . - Test Elevation Location(Comments) Curve Mode & DenSIty MOist Percent ReqUired Depth % Compaction /. AJJj1~ox 'L.r +- ~.~ P1J'b2. /4' " /J7.? 11.9 9'7 ,r .:1. '7iP ", H.7 -I- 10 /JI.~ ~I /) 1" , 7- --~- J P#,f,/tIlfJ G.r of 9,' /.n.9 ....A. "2- /"0 1/, ti. f or fl. I 1/..l1. D 11..r' 1t S. a.~ ..I-If.~ If/. :J 9. ". 99 11 F,7 4- f(.~ I/::J~'" /$5 9.>" 1- o .~_ .!:.._ f :1.. 1/ ~7. 'I II.I:; r1 .- fl. .~ If' A~ 1" Jf J/JL j) -1 1/ ... l.:l'. ~ (".f) " ...... -- - ~~~-_._- -,-- Map Locallon' Curve Test Meth1> ...,Sf? This tesllng does not preclude the poSSibIlity that the sod or hot-mIX asphalt mey be loosened by fulure construcllon ecliVllles or rainfall evenls. The compaction tesls were performed at Ihe approximate o Allached Dally Avg Std 2. 7 fl{ locallons and elevatiOns shown and Indicate relative compaction at those locations. Hodzontal and Count Densities vertical limits at the compacted area ware delermrned by others Our firm does not guarantee earthwork Dally Avg SId ~_oJIl!l!!e__ 7~_1._ or pavfng constructIOn, nOl does our work rellave the contracto~s responsibIlity to conform to the Ga~g~. . TJJ , fJ approved proJect plans and specifications T, .. """ 01 m, '~I.",., .. 'b~ WA> NOT p"f,~od '" "oo,d,~ ... .. '2?"'" "',.., ''''''"'''''"'' ,"of '"9.loro" ..,..mm..., Superintendent/Representative: T...hnician:. ~ {(,A...~ 215 West DakoloAve, C/ov", CA 93612 . (559) 348-2200 422/ Brickell 5t, Onlorio, CA 91761 . 2205 Coy Ave, Baker,field. CA 93307 (661) 837.9200 150 J -15" 51 NW 5u"e / 06, Avburn. WA 98002 1025 lone Palm Ave. #2E, Moc/.,'o, CA 95351 (209} 572-2200 20714 510le Hwy 305 NE 5ulIe 3C. Paul,bo, WA 98370 545 ParroffSt, Son Jo'., CA 951/2 (408} 271-2200 /9501-144" Ave NE #F-3oo, WoodmVl/Ie, WA 98072 5808 Price Ave Bldg 1016, McClellan, CA 95652 (9161564-2200 (909} 974-4400 (253} 939-2500 (360} 598-2126 (425} 485-5519 Re:vlllonO Effective Date 8116102 'I..... ...f'^"""_""''' .......n....... n.. ,h... _........ 'oo ___'" l'_th.- ~....,......... ..... ..1'1'" ..1....., Th.....nn<t rn_".."t.... ._..............t.n ...... 1"........ ....rh.....I'''.. "....".... _............. ,,1",1... ..I.....' _It Jrn...... b Au""....... ociates, Inc. TAl ENGINEERING CONTRACTOR: JURISDICTION' FIELD REPORT NO: 5'7290 V~Mt!J ;;or ANr;L'~€S" " , ~ ,,~d> ~KrazaIl & Associates, Inc. FIELD REPORT NO: 65'722 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE 16 flN .2dd~ PROJECT#. !Ol-- 0$"'/.79 PROJECT .7C/eHe~ AN/) LOCATION: JP/E'''''/Af~~LA KRAZAN PROJECT MANAGER' '17ICHAI(U,iP ~ y' t"pe.L#t}6 ~~ CONTRACTOR 1/';6/{'\ ~ JURISDICTION: f"J7:' ~h'&k~$ PERMIT#. ~/~ ~8 INSPECTOR PE/VN .J"F-E'L.Y WEATHER' L.,..- #-9/1''' TEMP f/.;r 6# f/""~ ~-~ S,4~t:NU. f#fl'Cc"""'CN eJ~ c6""t:~L'rE ,P~AcI!Ovr~,vT IJ~ H(J1""N6~ A-r (,/Alr-' C,' tf. 6 ~ I/o;?,. tlN~ /~, A r., II!? /. r.1 ryj>L' r~dn.Nt::"S ~1Nc P. t:. A ...,Alt:> tJ'., I. ~A~ 8~/GI(' t~t>$c , , ~N t.1A/~ 'j'. A,,;t1~.x.,f) -1-6 H. R~/I'{'O~C~~Hr /r/,$~~<:7'€',/) 4/0' , Is ..f79N 1 ;e ~ .57~'" I C4#~If~S" ~t!I ;:~u..'1'UK..4l.. JJ~Awl/ll&.f- FtfJlll{)/CIII(AY"c~Y ,r ~;I,(~~ ~" 19A1~,rttftS MIX P'd()tf)~ 0.t$' Pt-!4-aIJ '$Y IlDI/Il!. ,.Peuf'~ 19#6 ~AlJ'()&."~I4""'LJ> 6" Hi~oIP1N/c,*~ VI/JIfAf"/b#. /}N ~'€r pp,e;~ ~t!JN1I'Il~/PN' 4'/t>fll.1't.4 ~AsT; (.A1/Icl?~rL r<f""Jr.e.,) ,41t 7ifM"4"N,#"'P,~4 ;9N/) ....$'(..U.I#fr'; .~E/MI!NU CK 6 f3~~ #K ~.rr !),<4r~. \ Equipment/Asset Number(s): To the best of my knowledge, the above@ WAS NOT performed In accordance With the approved plans. speclflcaftons. and regulatory requirements Superlntendenl/Represenlallve. Technician ~ >etl I Serving the Western United States 'f; / SOJ Flrld Rtporl doC' ReVISIon I toffe-cllve Dale 5125105 TL. _~__~ _ ~._ ~_l _ ,I. ~ _...... I. .._~~...I r_.Io...."......c... ...."'11... ,.I,,'nt Th... r~ ''',,"11 1l.t"aIhoo n.nrnrilV'Pl1l1lIUIV fonnnl WllholJt tnt' ....nUl!t\ oernusslon of the chent llnd Kr"zan & A~SOClalcS ......~Kr ~ azaIl & Associates, Inc, FIELD REPORT NO: 57291 GEOTECHNICAl ENGlNEERJNG . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. /8 ~N 02 ~&', PROJ ECT #: I ~ ~ - Dr 1'..79 PROJECT .f4~NCIIt' AHd ~CflN(U...d&Y 8l.P LOCATION: 'pU/tIYreu.A 4"'t~.e KRAZAN PR'OJECT MANAGER. ..:TO CONTRACTOR: V.!" WJ 0 JURISDICTION: h AN~/!'l~t" PERMIT# 61' slcr INSPECTOR 'p,c#1.I .JlEe~ Y WEATHER' t:J ~A.rr TEMP: Yt?;' To the best of my knowledge. the abov~1 W/'S NOT performed in accordance with the approved plans. speclflcatlons. and regulatory requlfements 215 W..., Dakota Avo, Clovi., CA 93612 2205 Coy Ave, Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Made.la, CA 9535/ 545 Parralt 51 , San kml, CA 951 '2 5BOB PncoAve Bldg 1016, Mcclellan, CA 95652 (909) 974-4400 (253) 939-2500 (360) 5'1f26 (425) 4B :5- RCVl51OnO Effective Dale 8/16102 The InronnlltlOn proVIded on lhu: repOf1IS prepared for the c,<d\.l5l\'c ust: Oflhc cllC'nl ThIS report mD)' nol be reproduced 1n any (om141 \\ Ilhoullhe \\ nucn pel11USSlon oflhc chcmlU'ld Krll%an & .....SSC!CliUl:S (559) 348-2200 (66/) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 Technician. e s::... ~ ?---- , 4221 BnckeJI 51, On/una, CA 91761 1501-/5' St. NW Svite '06, Au!"'rn, WA 98002 20714 State Hwy 305 NE SUite 3C, Paul.ba, WA 98370 '950 1-144" Avo NE #F-3oo, WaaclinVlJle, WA 98072 Superintendent/Representative' ~mes Lierl~ - ~eninsula college jl!!!Jan 020206.edf ~ Page 6 ociates, Inc. FIELD REPORT NO. 5'7292 ENTAL ENGINEERING QiKrazaIl. & Associates, Inc. COMPACTION REPORT NO.: 14596 GEOTECHNICAL ENGINEERING' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ~tlL_ CONTRACTOR' ~~" PERMIT NO,_ ~/6 '/d INSPECTOR -.l?tG'/'IN SEe'-)'" JURISDICTION' ?r A-I~6tcf WEATHER t' C"h"r DATE ---11 :TIJN ~lJtJ I PROJECT#:~ - tJn.:L? PROJECT: _"c.I.lI-ICE /'111I.0 rCCIlH~U(J.r LOCATION' PEN/NfU1A..-C"CC U:.c KRAZAN PROJECT MANAGER, .:::r .B L. TEMP: ~1'J:7 . o WASHINGTON DENSOMETER 0 SANDCONE ~ NUCLEAR TEST ~OTHER F/e57-<.'J.2 1- LOCATION MAP N + o Paved Areas (CIrcle one)' Sub / Agg !_~~phalt ~ Building Pad (s) o Other o Trenches (Circle one): Sewer I Water I Storm Drain I Utly Curve Unified Soils Classification Test Elevation Locatlon{Comments) Curve Mode & Depth JII Density Moist % Percent Compaction Required ~ Map Location, o Attached This testong does not preclude the posBlblilly lhat the sOil or hot-mix asphalt may beloosenad by future construcllon acllvlUas or ramfall evsnts The compaction lests were pertormad af the approximate locations and elevsllons shown and Indicate relellve compsctlon at Ihose locations Horlzonlel and vertICal limits of the compacted srea were detamllnad by olhers, Our firm doas not guarantee earthwork or paving construcllon, nor does our work rellave the contractor's responslblhly to oonlorm to tha approved project plsns end spaclhcstlons_ Gauge# To the best of my knowledge, the obov Superintendent/Representative: 215 Wesl Dakolo Ave., dovi., CA 93612 2205 Coy Ave, Bak.rsfield, CA 93307 J 025 Lana Palm Av. #2E, MocI..to, CA 95351 545 PortOff 5, , Son Jo.., CA 95112 5BOB PrlCO Ave Bk!g 1016, McClellan, CA 95652 (559) 348-2200 (661) 837-9200 (209) 572-2200 (4OB) 271-2200 (916) 564-2200 4221 BrI<k.lI 51, o,lona, CA 9/761 1501 -/9' Sf NW SUIte 106, Auburn, WA 98002 20714 Stole Hwy 305 NE Suite 3C, P",,/sbo, WA 9B370 19501-144" Avo NE #F-3oo, WoodmV/II., WA 98072 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 ReYUIOnO Et'rechvo Date 8/16102 uKrazaIl & Associates, Inc. FIELD REPORT NO: 57295 GEOTECHNICAl. ENGINEERING . ENVIRONMENTAl. ENGINEERING CONST/lUCTION TESTING AND INSPECTION DATE Jy.:J7l# -'tPt!l~ PROJECT # Itl6 - t/.s?S?, PROJECT 5t;.I.c/V~ "Nt) ?'CcHNO?dU:r' ISL'L:> LOCATION I'r-'NINJ'I/&A Ct?U~t1t1'E' KRAZAN PROJECT MANAGER .:r1.1 CONTRACTOR: JURISDICTION PERMIT #: INSPECTOR WEATHER t/tt m r) ,or ;PA"ti"tdT(.,ES b 1 ~ trtR P,r;ll/t/ .s~e'-Y ~ cAS'r TEMP: ~ (J M "-17'4' 7l; /,&,Rrd~ R4'/N,c-t!)R~EmrNr 2W.J"'/'L'c?7~.It/ 0' /~A-t;S"/ /ft:.Afr~,( tV"/,(,. ~Ut/4ra(! ,p/rl(}/kU. AiAN<f}An4~ W,/It,'/'ItICK G<-Pt$L. ~p rY ,-yl'6 C~/A-""",,, rtJdfi#1f t,J/r'N 41hY?;;V"'dlAf ~4"#; ~rW~..:H, ' /fitf" /$191;11/& ~H q-CI'IN'~~r' 'PtU);Nd Ar #'7'>>.r; .:J..1'8.J ~dH/"".e4r ;1"d ~.n,Z.. P'/l"d ~,Qt~ .dltls;e/)s WI"''''' #1/ Plllr";~ ~~:1'.r ~;V ~Ae~. I'lt;U''''-,t1l!. ..,lfel.-.-r K.:J... '-.2 ~6 ?oJ' ~N'/'~*,~ nJ 3/.sr~~ R~ ~/I1fq.('lJ5 UN//-! ;f!tI;// '~e~ pw' '~#I/~ eU'V''''~I(,nr W,lfUf ~N';r't7;1t~ ~ ~Y4.2.. fYI'E"I (~lI{WI.v ~'),;A/IF(7)#P ~td, ,-~. ~ r 4'U Ll I4.JrrA" (ANrlA/IU....~ H~r;II/~ 4?.cnllr#N I'Ll{ Y/SfJ'tJl. ~e(AI~AT'dN I4JALe.-/4,1f/CK~qNr .6 - ~I I' t:JAI 11.) ,p.' of D:t. ClJI.IF4JItIH' 72J S' n I. ,f~,ett/(~Ne~ /'R.n 7'6 AN' Cf/Yf?'7 /I1.<t ,J",; ~r M?71, To the best of my knowledge. the abov6i!P/ WAS NOT performed In accordance with the approved plans. 5P8Clflcahons. and regulatory requirements TeChnlCla~ ~ Superintendent/Representative: 2/5 We" Dokola Ave , Clov/$, CA 93612 2205 Coy Avo , Bokers!lek/, CA 93307 1025 lone Palm Ave. #2E, Mode."', CA 9535/ 545 Porrolt 51 , San 10.., CA 951 '2 5808 Poco Ave 81dg '016, McCIellon, CA 95652 RevlSlonO Erreclwc Dale 8116102 The 1I1fom\iltlOn provtdcd on thlS reponlS prepared for the ('llclllSlve use of the ehenl ThIS rCpalt mil) hol be reproduew IfI Jny formal WIthout the wnllen pcrm55lon ofthc chenl and Krazan & AsroC1&tl'5 (5591348.2200 (661) 837.9200 (209) 572-2200 (4OB) 271-2200 (916) 564.2200 4221 8t1ckell 5', Onlano, CA 91761 150/-1,. 5' NW SUIte 106, Auburn, WA 98002 207145101. Hwy 305 NE Suile 3C, Paul.bo, WA 98370 19501-144' Avo NE #F-300, WoodlnVlII., WA 98072 (909) 7-4 (253) (360) (425) FIELD REPORT NO: n 7 ~ 9 6 CONTRACTOR: II~PlO JURISDICTION: 1'7.: AN~E~J PERMIT # b I' 'IJ' INSPECTOR. P~IVAI ~r,et Y WEATHER: t!)~Sr TEMP: '71~ '" R"E,.e"~~$ rll.7?~9r ,4;e tf'~/H~~&~IJI-t:#r fH'/,~q/IJN. [Iames\ierly: ~!:lL~g~jim~j9n1>2020?ri~J ~...~ . .~~~ :~ ~~~ .=. Pag~JQJI ~I<razarl & Associates, Inc. COMPACTION REPORT NO.: 14597 GE01ECHNICAl ENGINEERING' ENVIRONMEN1AL ENGINEERING CONSmUClION TESlING AND INSPEClION CONTRACTOR W JI.i. () PERMIT NO. "/6 $Ii INSPECTOR: PCNN ,5 ~E L Y JURISDICTION. _.-fr: //A/t:4'US S WEATHER: _~J"r DATE: _~K-..:;1AN .2tJ,,~ PROJECT# IP~ 'tJr/Jf . _ _.____.__ PROJECT: &t'.N.~ .~.$GHN()t.(J6~ 'Ul, LOCATION. f'/HNfS""-GA ~~tI't&. KRAZAN PROJECT MANAGER' J't? TEMP ~~ tI o WASHINGTON DENSOMETER 0 SANDCONE gJ NUCLEAR TEST 0 OTHER t:e J'l~ ,~ -~- ----- l 0 Paved Areas (circle one). Sub / Agg / Asphalt LOCATION MAP N + 0 Building Pad (s) _.- o Other ~ Tre~Che~ '-9ircle one)' Sewer I~ Storm Dra~~-' UlIy , - .- Max Dry Opt Curve Unified Solis Classification Density Moisture ;'9s1J~ filiAL?' ~r RUN /J7. S- 1.~ . "M.rw~u, P,,,,,,- PIn %. t(, 1/ " Ir~.() /t.(} Test Elevation Locatlon(Comments} Curve Mode & Density Moist Percent Required Depth % Compaction /. .7ro A.r r /tP '1.r6:/.1.( ? 1::4/1. ~ 7.3 ?~ p.r- -2. .f).r ." It) ,'I9n ~ , /.7~. s- ;7.Y' PfJ , ::>, ~ 01- II ( I";;r r.tJ ?~ ft. i!.r oJ- 1/ ~ 1/1'I.r ?'Y ?;> S; iC. >"" .,.. I().) Y;1'I. :r '.7 9,r ~. ~-~ ~ f.r / .3'~r ".7 ?6' 7. ~ r -I f. =t. L -- L?Y.o 9.7 '7 - ._~- -- ---. - -- --- ----- .-. -- - ---- Map Location. Curve Test Meth~_, S'$1 This lestlng does nol preclude the possibility that Ihe soli or hot-miX asphall may be loosened by luture o Attached .--- constructIOn actlVlt..s or rainfall events The compacUon tests were performed at the approximate Dally Avg. Std 1 locations and elevallons shown end Indicate re/atlVe compactIOn allhose locations Honzontel and Count DenSities .2,!~ vertical limits of lhe compected area were determined by olhers Our firm does not guarantee earthwork Dally Avg Std :/7 or paVIng construcllon, nor does our work relieve the contractor's responsibility to conform to the Count mOisture /, .11n r '3 approved proJect plans and speclllcaUons Gauge# To the best 01 my knowledge, the abov~ WAS NOT performed In occordance With the roved pi " speClltcalions, and regulatory requiremenls 2 I 5 West Dakota Ave , ClovIS, CA 936 12 2205 Cay Ave, Bak."r..kJ, CA 93307 1025 iDno Palm Avo, #2E, Moc/e,Io, CA 95351 545 Parrott 51 , San 10"', CA 95112 5808 Pnc. Avo 81dg 1016, McClol/on. CA 95652 (559) 348-2200 (661) 837.9200 (209) 572.2200 (408) 271.2200 (916) 564 2200 Technician: ~ r~ (, 4221 BrIckell 51, Onlorlo, CA 91761 1501-15' 51 NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE 5ulla 3C, Pau/,ba. WA 98370 19501-144' Avo NE #f.3oo, WoodmVlI/., WA 98072 (909) 974.4400 (253) 939.2500 (360) 598.2 I 26 (425) 485.5519 Superintendent/Representative: Revl$lon 0 mecltve D3le 8/16102 'I"lo. ...""'__~. ~~ ..~ .-1-'..... .".~ __... ____~_.1 ~ ."'. ......h....... ..... ..r.... ..I...... 'I"lo... __.. .................. _.._....-t ... ....., t......... .."......... .1.._ .......,.... ..._...~,..... ...tll... ..I....., .....t k'........... R. ,................ P~~i:~~la colle9i'E~l~jan 020206.Qdf Pagi11J! I I I I I I ~~Krazan & Associates, Inc. FIELD REPORT NO: 57297 GWTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE ;,f fAd :Jt)tJ ~ PROJECT#: ItJ"-"r/J9 PROJECT S",l'N~~ "Nt.> -rt:cIlH()('d~y' '1/). LOCATION. f'&:IVMJ"t-tC..4 4:;~~~t:€ KRAZAN PROJECT MANAGER. .:flJ CONTRACTOR. Vl1tIJft) JURISDICTION. Pr I4H(J'~l.e.r PERMIT #: ~ I~ y~ INSPECTOR I? .$~c~y WEATHER tt7 ~AS;r TEMP: Y:2 ' ~AI 6',r~ r,p,lf 5.P-:CI';4~ .fAlf';:>et:.""~N iD;C ~NC~ErE ""t4t:d:M~N'T: jJt.lJG!I'I1~Nr ~.It:.4T/P(.' 8,e' ~D1I~G. IfnJ&; .2:n,~ ~~.Ilrr,rwH.t../ k: ~/9.:l I'd .,.11 !EL,!tlA1"d1f I',r w/1tL.$ hlWldJ91iCN WIlU-. I~. ,8. ~ -r"f. /<<;.,,~ dN.1 t; ~(J I. , , ~ , ~ I ~"'NG dill " C. 'h; p, ~bN,c""~t!;e~N'- ~1V"'Nert::/) :l V.779# d8. ~ S7:Ur;, ~AK/".If/HNV~: A/,';i("A:.U'I?A?iF~~ 7:1.. ~~(}.J' v Adtf'I'E{'tt:'~ DKeR4:"r~ M'; ~tW/ urlH' ,Pt~ut) IItA hll1 ,P~ At.l 6!JA/CJUTe wAf a;Hf'~I'P".rL~ ~y .tII~CtV;9N'CA~ Vu'/rA176#. ew.€ F,l'r,~ ro"'A:. CorJf/If~~.rIt1^" fAIJII'<<'.r uMs- M$'7: uHt:~J!'rL 7"..Er~" fll( 17r"'I'4'~ArM.,t~ Ad!:> of'ltlItlP. ..e/;:',t~ENG4t Ct)N~er~ R~.I'",.e7 L') PI' t2.r" ~~ ~Fr ~4~ . /t//)~: rl,(sr ~ YA.eO$ tDll/rAIN!!)> t?/I.r,,~,)( uAa..t RLfl4eGIfN'7j ;IN" W""" I'tAC,!t) IIV -r#~ r~LV'''f(;1f hr tV4' C(...J. To the best of my knowledge. the abo~WAS NOT performed In accordance wJth the approved plans. speclflcahons. and regulatory requirements Superintendent/Representative. Technlcla (1-4400 (25 -2500 (3 -2126 (4 85-5519 215 West Dakota Ave , Clov;., CA 93612 2205 Coy Ave, 8oke"Rold, CA 93307 1025 Lone Polm Ave 112E, Mod.5Io, CA 95351 545 Porroff 51 , Son )0,0, CA 95112 5808 PrIce A... B1dg J 0 /6, MeCloIlon, CA 95652 ReVllIlon 0 BffcCIlvt: [)ate 8/16102 TIle anronn3hOn praVldl!d on thiS rtpor11S pre-polled for the UclU5lVC use o(thc dlent TillS repoc1 may not be rcprodurcd In any funua! wlIooullhe Yonlten pcnlllsslOn oflhe ..lacnt aJld KRzan &. Assot1aln (559) 348-2200 (66/) 837-9200 (209) 572-2200 (408) 271-2200 (9/6) 504-2200 4221 Brzekell 51, OntarIO, CA 9176/ /501-15" 51. NW Su". 106, Auburn, WA 002 20714 Stale Hwy 305 NE SUlIe 3C, PooIsbo, WA 98370 19501-144' Ave. NE #F-300, WoodmVllle, WA 98072 '. , " '. '," }. ~ORTANGELES WAS H I N ,G TON, U. S. A. Economic & Community Development August 18, 2005 PENINSULA COLLEGE-SCIENCE & TECHNOLOGY BUILDING. DIVISION 15 MECHANICAL. Page 15810-12, C- 6. Type 5S: 3-inch negative. We highly recommend that type 316 stainless steel be used in lieu of type 304 for fume hood exhaust system. It is highly recommended that all supply air moving equipment have a Ultra Violet Lighting System installed in the plenmn if all possible. Phone' 360-417-4750/ Fax: 360-417-4711 ? Website. www.cityofpa.us/ Email smartgrowth@cltyofp~.us 321 East Fifth Street - P.O. Box 1150 - Port Angeles. WA 98362-0217 "" I~~mura-siainfes~s Steel Q,uc~tVJ~rk_- P~l1lns~.I.a"~orlege Science ='" From: To: Date: Subject: "Michael D Thomson" <mlket@notkln us> <dyasumura@cityofpa us> 9/13/05 10:36AM Stainless Steel Ductwork - Peninsula College SCience }, a9ill I I I I I I David, This IS a follow up email from my phone message to you earlier this morning. We are the mechanical engineers of the new SCience and Technology BUilding at Peninsula College. We were told of your concerns as relayed to Matt Graves, the project manager for Peninsula College as to the type of ductwork that we are uSing In the SCience Wing of this bUilding As you are aware, we have specified type 304L stainless steel ductwork for the exhaust of the sCience rooms, Including the fume hoods. Matt relayed to us that you had Indicated that type 316 IS the minimum required. We were wondenng where this minimum requirement is indicated Our research Into fume ductwork has Indicated that 304L is an accepted type of matenal per SMACNA standards We are currently specifying this material for three other sCience bUilding projects (with similarly manifolded systems) and have been specifying this material for fume hood exhaust for some time We have used type 316 for projects as well, but tYPically only at a bUilding Owner's request, or if the system warranted this type of stainless, like perchloric hoods and other highly caustic systems Your assistance IS appreciated. MICHAEL D. THOMSON, PE Project Engineer direct 206267 6960 telephone 206.448.1911 facsimile 206.448.9485 Metropolitan Park West, 1100 Olive Way, SUite 320, Seattle W A 98101 mlket@notkin.us <BLOCKED :mallto.miket@notkin.us> . www.notkln.us notkin '., " Itpavid Yasumura - Stainless]$fee([fuctwork- eE:lninsula Con~ge~Sclence , -Pag~i]1 I I i I mechanical engineers The information transmitted IS Intended only for the person or entity to which It IS addressed and contains information confidential and propnetary to Notkin Mechanical Engineers. Any reView, retransmission, dissemination or other use of, or taking of any action In reliance upon this Information by persons or entitles other than the intended recipient IS stnctly prohibited. If you received this In error, please contact the sender and delete the matenallmmedlately. cc: "Richard Johnson" <rjohnson@LMNArchltects.com> , ' fiVlP'1~lA [A Cot[e~e.. - ~OG-4-?z. - A- g-G-[; HVPf20NlO t-te"Ai !/ulVtP3 -lPV~. ~ tJOCJ Bft) J '. 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"'Si- [C", -:Ds, .. _ ---~-------------- ---------C---- -- ----------~--~---- --- -----~ --- _ _ H-X~NJu ~l PUMPS - AVe.. ~/ffUZ'(?rv) I ~ r- I - -- - - -------------- --------~-- - ----~---+~--..- -- ---BQoE:Cvf7 PAO~M~. n1--fI~~ ~.?~-:- 7:11~/i1fV-------_;z ~ - ---~-- -- -- - ------~------ -----------------J---- ---- --~~~-~---- --------,.. -- -------~--~--r--- -~ --- ---------- - __n --------~-- _ __eK-' fAlLS:r~~NS - "AVG::. lP~~.L_____mn~_ --+~ H ---------------- ----..,--__ _--~~~lefLy f-AtL _ _ --qoO~~-_ -~-~----~=--- rf-:___~ _ _______~-__ ---------------(----- --- ----- ---~---- ------ -------- -fY~ Uv1I"+~-__~l__~'t'>I~<?~-(~~~L..{i'iZ~)- ~~~~________ __-=-_ . -~-0oll:.tJd~_]~Z;~ -';RA:r(I~~t T-: :~_~:_.%- ;---:::~-== --- -V--~-- - 0t~NC -T~-(HYJ~hj~Llt;e;q-~)--- ---(~t1~f&lI2f-~)-- \~-;--- - ~----t --- - ---~_5_'PJ---- __ 0li___~_ ___n__~___ _____ ___ ____ ___ ____~---- I , - -------------------- ---- -- ~------------ - _~OJM ~J-b~t? _ _?i~1eM S_(fiJ~__~y-V~ Lv~) ---- -- - ---- - +- ---- ~Zo ,/ - _~ ~tlAti~i hl~~V;;~V? -~_=-~-==~=--=~____~_____~~-~-=~--~-~-~= _ _ ?tJP~:t.-t\l~ y~VG-______________ _ _374__ _____ __ _+ _~~_ _ ~~~q--F~~L-~~~~nt- -~=_-~-~~~==----Et~x-turv Dn OYl~_T~---=---~~- ~~-~~~--~- __JaJ-t r-Ay\___5~~_____11:.-------~4?Jly-;:dratY\!v0~--~- _ ________+ ._ n ~tla-=--L1_____ um_ _______________n_ _____ __~~4.E~L~.L_~_________ _ ___" ___ ___~ ___ _L-:J ~ _ _ ____ -ft'~~-- ___ ___~ ___ __ V' V 1...11 S ____ n ___ ____ _ _ __ __ V0tfz4,~ ______L~~ L ~1 ~_! f _ _ ___ _____ __ ~j_' w~.J~ _____ _. _ __ V~+ &f~ e'-k1cr - '-- ---- Se.-WU' -~/d~~t~'i~~~- -(JiJ -=~~__-~_=_=--=-_v1\jl~-~~ 7+-41-5o.~o -_~ u-~ _H~_~_= _ oh1_e_~L____ /!!,/___________, _____~____~2t ___~.E.O ~~~1ll-h.,,~1-- _~?~.t{~ _ _~ _ ___ ___ ___ ______ _ ~___ WtJA~tCll~J~~n_t___ __ _____ l_ _ _ ___ __ _~t ~_Jpq~ __ ___ u_ _ _ ___ ____ _ _ __ _n__ _ _ 4~p_ F~!'f'u~~-- ____ _ ___ _ _ _ _ _ "" 1 oo-t - Ji~~iv~~ u =-- ---~_- ~=-mp-_-d- -u_-~u ...~.-: _ _~C_~s_t-_6_ _____ _ _ __ _ __ _ _Mr0: ~CL ~__ (., 1-__ , . . ~~11 Vl~1. It^.. LVV\ttjV L =~ Tr~b ftU-.1tH-. t#L 1UJ tllLttilitIJJjiL11H.1JS1liti~t l4- )-'e Lt(J~ fIred Water ~~-Ia= - z: M.. ~?;; ~(. ~ .. ~ : -qo- ~5 -- \P~ , .... ' , ~ ~- ~ I I ~~ FIOk0 ffev~g- 8eq / fl-oQv bvti I tI\ 11:!k. fHCtt1LI1H lli:l ~ v ~ WI Ty~t-frtmeV" / kp~ - mt---.~)ill l WN~W ~f'-rJ~ttt ') 1= I 1. flX,IUI-ZC t?N owe- ~j lZe fA t a.-.,I ~l N- / VeN I Y~.kC (<::- \:;:'\... 0 IN 2. I{ & M ~ ~ 1\1- 1::totP . Win tl'!- .- ~/?VJ e fZ- IVI&r.lltAv cv-\~ 17:i: v v Sf 5, 4J+Lc'~ lr-' ( W A TeVL *~\:T~t.;2.. - (P1A~ ptP(I..J(~ "'" \-G . v -- APl-? __ ~ " -"', ~ \ ! .~I<razarl & ASS 0 C I A T ES I I N C-~_ ~ , - ----:-- --- - GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGI CONSTRUCTION TESTING & INSPECTION . =...:; --~ ---, ii1iRING . .'.~~~;~ \ JAN j 2 20as I tJd) Email all reports to client and cc's December 30, 2005 WASt. Dept. of GA E & A Svcs. James Copland PO Box 41012 Olympia, WA 98514-1012 RE: Peninsula College Science Tech. Bldg./Pt. Angeles, W A I/JI/.i Dear Mr. Copland: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: November 30 December 1 December 6 December 7 December 8 December 9 December 12 December 13 December 14 December 15 December 16 December 19 & 20 December 20 December 22 Field Report No. 57331 - Compaction and Particle Size Report No. P9332 Field Report No. 57415 - Compaction and Particle Size Report No. P9339 Field Report No. 57418 - Density Report No. 14573 Field Report No. 57419 Field Report No. 57420 - Density Report No. 14574 Field Report No. 57421 - Density Report No. 14575 Field Report No. 57422 - Density Report No. 14576 Field Report No. 57423 - Density Report No. 14577 Field Report No. 57424 - Density Report No. 14578 Field Report No. 57425 - Density Report No. 14579 Field Report No. 57426 - Density Report No. 14580 Field Report No. 57219 Welding Inspection Report No. 7560 Field Report No. 53764 - Density Report No. 14623 Field Report No. 57282 - Density Report No. 14619 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ..~]'~ Penn Seely, Laboratory Manager Peninsula Division PS: pm ~ ~-- With Offices Serving The Western United States 20714 State Hwy. 305 NE, SUite 3C. Poulsbo, Washington 98370. (360) 598-2126. Fax (360) 598-2127 €:Krazarl & Associates, Inc. FIELD REPORT NO: 57331 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ! 1"'30'- 0 5 PROJECT#: 10"(;'- 05- 139 PROJECT. I~/Ii N C-ou-fffiG(~ LOCATION: rf?-;:J. KRAZAN PROJECT MANAGER: \;'-;17 8 CONTRACTOR' JURISDICTION: PERMIT #: INSPECTOR: WEATHER. 0~>-;h C> r...n-~ r/3/t-t:- 1..../ ~CJ?-./ .-.J'/ ," O~'/ TEMP: -"30 .s C:t>0 '~/1--C fC? Ie:... ~ ;fa CfC)/<::' l41r~. f) (~i J f SA^~____ LIV'~~ 't;:riYL/ u,e-r?~ 01) / C- 6 ,f2?n p~~ , cb/ /f!f i //;~, ~. G- (C1. '/ 1- 511 f/II\t:-, f e ( " C4. , f G,-rCA.v ~L-- F8K:.. 5'A rvt/) / G-_ I CJ ,oJ . 17- C l ) 6 o -+ a S~ e.. i / C ...- _I (or. I t/ (.t v ,~ 51+71--t~q ~)1 I I .'.": ~.. _.~" . .:. ..1.:~: ,. I - - - --- - - - - ~ ~ -~. - -- --- - ----- -~--~ --- I To the best of my knowledge. the abOVe WAS NOT performed in accordance with the approved plans, specifications, and regulatory reqUlremen~ f I 215 West Dakota Ave, ClovIs, CA 93612 2205 Coy Ave, Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 (909/17 440p (253) . 50p (360) . 12p (425) 5- 519 ReVISion 0 I Effective Date 8/16/02 The mfonnatlon proVided on this ICpOIlIS prepaled for the exclusive use of the chent This rep0l1 may not be rcofoduced In any FOlmar without the wlltten nermlC;.C;lnn nfthe chenl ;loci Kr;l7;1n & Ao;:o;:n(,l~T"'O;: (559) 348-2200 (661J 837-9200 (209) 572.2200 (408) 271-2200 (916) 564-2200 Technician: ! I 4221 Brickell Stl/Ontar;o, CA 91761' 1501-15'" St NW SUite 106, Auburn, WA 98002 : 20714 Slate Hwy 305 NE Suite 3C, Pou/sbo, WA 98370 19501-144' Ave NE #F-300, Woodinvllle, WA 98072 . Superintendent/Representative: . 142.0 139.5 'R 137.0 >- - '00 r:: Q) "'0 ~ 134.5 132.0 129.5 2 COMPACTION TEST REPORT i i I I I I ! I i I I i i I : I I I I I I ! I I I I I I I I I I I I I I i I I I I I I I I I I I I I I .....~ I I I ! "- I I i I ! .. : I i I I I I I i I I I I I I I I 1 I I I I I I I I I I I I I I I I I i I I I I I I I I N.. I I I i """,,- I I , I I I I I I I I , I ..... I I I I I i I I : i I I I 4 6 8 10 Water content, % 12 Curve No. Test Specification: ASTM D 1557-91 Procedure C Modified Oversize correction applied to each point Hammer Wt.: Hammer Drop: Number of Layers: Blows per Layer: Mold Size: 10 lb. 18 in. five 56 .075 cu.ft. Test Performed on Material Passing 3/4 in. Sieve Soil Data NM Sp.G. LL PI %>3/4 in. 20.3 %<#200 4.6 USCS SP AASHTO 14 TESTING DATA 1 2 3 4 5 6 WM+WS 11 718.0 11824.0 11860.0 WM 6898.0 6898.0 6898.0 WW+T#1 802.30 1010.00 978.90 WD +T#1 770.30 950.80 910.30 TARE #1 242.30 243.00 245.90 WW+T#2 WD+T#2 TARE #2 MOISTURE 4.9 6.7 8.3 DRY DENSITY 139.5 139.5 138.3 ROCK CORRECTED TEST RESULTS .. ..:: ~M~~U!!Uky.d~~~~!y.~JJ2~~J~cl. UNCORRECTED Material Description 133.5 cf BROWN:POORLY GRADED SAND WIIfI . -... =.}:l_..... .'. .. .... ... -,;c.- _..c,..cc~=._". ,~i?D. ^.Y:~T;f.<;;D.\~. .... ..- .-. _I - '_. .~~g ~--~~~--"--'~~-~-~---~-- - - '.1." - ..- ...__.. . . .'. .. . __~~_,~ _~........:;:...~____-.......;- ~.............~_,~,__",---_~----,-:i::- .....~~.. Optimum moisture = 6 % 7.5% IMPORTED: GEGGIE PIT RUN I I Project No. 106-05139 Client: W A. ST. DEPT OF GA Remarks: I Project: PENINSULA COLLEGE SAMPLE:P9332 REPORT:57331 : . Location: ON SITE MATERIAL IMPORTED: REGGIE PIT DATE:II-30-05 ~ COMPACTION TEST REPORT KRAZAN & ASSOCIATES, INC. FIGURE % COBBLES 0.0 SIEVE SIZE 3.0 in. 2.0 in. 1.5 in. 1.0 in. .75 in. .625 in. .5 in. .375 in. #4 #8 #16 #30 #50 #100 #200 PERCENT FINER 100.0 99.5 95.5 86.5 79.7 75.6 69.9 62.7 55.0 43.9 31.7 20.3 10.9 6.5 4.6 Particle Size Distribution Report ~ ~ I i I ill i i I I r II I 11'1 I' II: i , , ! % GRAVEL 45.0 % SAND 50.4 o 0 0 o ... 0 i i ~ ,II !,I I ,I: " I I" " i,l.! i i S ec:ficatJon WSDOT9-03 12 1 B CLASS B , , , , , , i! , ' c c 50 50 50 :g: s: ;t '" - '" 100 I I , I' I 'I 90 I " ~ I II I I, i :: i:i I 80 ! II ! I I,: , ': 1,; I ! ] ~ II " 70 '1"1 : I III I I' ,', i 0:: IIII I i I ~ , IlJ 60 1 ~ : I'" I Z 1 I:! I u: ! i 'Ii I I I- : i [II : Z 50 I'll , IlJ () ! :1 1 , ~ I I 0:: i ::' I i IlJ 40 , , a.. I, 30 20 10 SPEC.* PERCENT PASS? (X=NO) Soil DescriDtion BROWN:POORL Y GRADED SAND WITH GRA VEL(SP) IMPORlED: GEGGIE PIT RUN 75 - 100 PL= 22 - 100 085= 23.9 030= 1.07 Cu= 29.71 i', 1'1 I I: I:: , , i I , , II I,! ,; - -~ r -- .. WSDOT9-03.12( l)B CLASS B Sample No.: P9332 Source of Sample: REGGIE PIT Location: ON SITE MAlERIAL IMPORlED: REGGIE PIT uscs= SP 0-10 SAMPLE:P9332 -- -I -=-- - ~ - I I --.-- --.-- --- ---_.--- - .l~-...-ol\:.1. :-:1 l"::i~ c ~- ~ I I ,I I ,ill I i I : II! : I'll! : I I I II,! I I! I II Ii , I I ' , II III ,[ I'! i 1,1 , , II i :1 i! i I II! I' ,11'1 I 'I I:. I I: I I r I :: :11 " III i: " I i I DAlE: 11-30-05 I ' ! I i " , ii' i ': I! II i : 0001 % SILT % CLAY 4.6 Atterbera Limits LL= PI= Coefficients 060= 8.10 015= 0.422 Cc= 0.52 Classification AASHTO= 050= 3.33 010= 0.273 Remarks --I - -- 11-30-05 Date: Elev./Depth: KRAZAN & ASSOCIATES, INC. Client: W A. ST. DEPT OF GA Project: PENINSULA COLLEGE Project No: 106-05139 FIGURE ~Krazatl & Associates, Inc. FIELD REPORT NO: 57415 I GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I [Jec ~ot).s- PROJECT#. /tJ~ - OS-/3' PROJECT: SC/PNtAf.. /9/yi) 1Eelll'lcL()fi, y LOCATION: f$If/l'/SULA U~4(',/E, KRAZAN PROJECT MANAGER: 4'/1 CONTRACTOR' I/EHtt!J JURISDICTION: PI I9H~~~~$ PERMIT #: ~ / g 0/$1 INSPECTOR: ?/SH N sre~'-/ WEATHER. 5#4"'; TEMP: 7Y :T ol179/N€lJ A .$ J9~iJtL tJ,c ~.lfI'1Y ~A~S-c .f~1\ILJ v /T,4 ($/fAve~ hc/)~ ~AI ~/t5/~~ rJrt:lcK.;?/~~. r#/",,~xe~vA-?Zv PfATM/AL /~~Nf Sf?"&' ~/ ..o.t!"W1~~/fNE.t) 4IA.le,-t)/A/d.. r~ /1J1#?.$~.eS- r#,1/r r#/,$' #fR7';E~/A~ w,,~ I""N"er~i) :s ~~~7Ute.AL h~L #,e~U~#r /# ~/( ct:'J#Srlt./;cC-r/cK ~F EJ~/~/A/A~ Bu'~<>/;VtS". ,RUN ,AS/M C-/.1~ ANt) IJFTM ./J -1s->'7 ..f /J,:v/t. AAlAL..Y.J / of - t,V$'p,r f-t!J 7,/ ,') (I) B ~"- ". .$~1"~- c J11~/sltA,ce.If.'" U,cN$1 ry REt.A'f;dN r ,. I To the best of my knowledge, the abOV~ / WAS NOT performed In accordance with the approved plans, speCifications, and regulatory requirements' Superintendent/Representative' TechniciqV I - -' S.. _ - .. (909~4-4400 (253 9 -2500 (360 9 -2126 (425) -5519 215 West Dakota Ave, Clovis, CA 93612 2205 Coy Ave, BakersField, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St , San Jose, CA 95112 5808 Price Ave Bldg 10 16, McClellan, CA 95652 ReVISIon 0 EffeCl1ve Date 8/16/02 The informatIon orovlded on thiS reoort IS oreoared for the exclusive use ofrhe client ThiS lenol1 may nnt he If:nrnducen In any fmmat wlthnut thl': wnttl"n nf"I-mI""U'ln nftht>: du'nt :Inll Kr:'l7an IV A"<;;OCiatl"<;' (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Brickell St, OnturlO, CA 91761 1501-15'" St NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144' Ave NE #F-300, Woodmville, WA 98072 .. COMPACTION TEST REPORT 1310 r i I I I I I I ! I I I I I I I I I i I ! ! I I I i I I i I I I I I I I I ..-41100.. i I I I ~ " I\. I I I I , I I 1'- I I I , I I I , I I , ~ , ." " I I I\. I , I ! I I i , I ! I " I I i I I i I I I I I I I I : i I I I I I I I Curve No. 141.0 138.5 Test Specification: ASlM D 1557-91 Procedure C Modified Oversize correction applied to each point ~ '00 c: Q) '0 ~ o 133.5 Hammer Wt.: Hammer Drop: Number of Layers: Blows per Layer: Mold Size: 10 lb. 18 in. five - g, 136.0 56 .075 Cll.ft. Test Performed on Material Passing 3/4 in. Sieve 128.5 4 Soil Data NM Sp.G. LL PI %>3/4 in. 13.1 %<#200 USCS SP-SM AASHTO 5.7 WM+WS WM WW + T #1 WD + T #1 TARE #1 WW+T#2 WD+T#2 TARE #2 MOISlURE DRY DENSITY 6 8 10 12 14 16 Water content, % TESTING DATA 2 3 4 5 6 11838.0 11932.0 11932.0 6898.0 6898.0 6898.0 920.10 998.00 895.30 866.50 929.20 824.00 245.10 242.50 245.70 7.5 137.4 8.7 138.2 10.7 135.6 ROCK CORRECTED TEST RESULTS .:' .,M~imuql_%vA~l!sij:y~J~l1?_c;.c___ -, UNCORRECTED U~.5__p$f ' Material Description GRA Y:POORL Y GRADED SAND wrrn " __ __---'-C'Tcr,^.lI.TT'\ rlD A~mT fCD,Cl\,f\...__' 7.o.;~~~ ..... ~~_=,~_~""""""",,,,,_",,,",,-,=~~_~~~ ~ _L~ _ ___ "I -- - -~_.- ~-~~......-- -- , ~-_.- - - -.......::... ---- - -~-......-...-.~~ -~-~~ -,~"""""'" - ,,~~ Optimum moisture = 8.5 % 10% NA~:ONSITESTOCKPaE , Project No. 106-05139 Client: W A. ST. DEPT OF GA Remarks: Project: PENINSULA COLLEGE SAMPLE:P9339 REPORT:574 1 5 . Location: ON SITE STOCK PILE DATE:12-l-05 COMPACTION TEST REPORT KRAZAN & ASSOCIATES, INC. FIGURE Particle Size Distribution Report 5 5 5 0 5 ~ ~ <D <D ;;; ;;; ! , 100 90 80 70 ~ W 60 Z u: l- SO Z w U ~ W 40 a.. 30 20 10 : , I I I Ii I I ! I ' I I ! I ~ i I I I I , Iii: I i I I I : III1 ! I I , '! II i i I I I W! I ' I ill! I I I ! I, '-~:-'-=I--":-:"--~-:' -"r--::::..'---:'c-~"-:- "1-- - ,- -- "I' " WSDOT9-03 12(I)B CLASS B Sample No.: P9339 Source of Sample: Location: ON SITE STOCK PILE 0/0 COBBLES 0.0 SIEVE SIZE 2.0 in. 1.5 in. 1.0 in. .75 in. .625 in. .5 in. .375 in. #4 #8 #16 #30 #50 #100 #200 PERCENT FINER 100.0 98.1 92.7 86.9 83.1 17.8 71.0 62.8 50.1 39.1 29.7 17.3 8.7 5.7 0001 II! I I: , I I 0/0 GRAVEL 37.2 1 GRAIN SIZE - mm 0/0 SAND 57.1 5.7 0/0 SILT 0/0 CLAY SPEC.* PERCENT 75 - 100 PASS? (X=NO) Soil Descriotion GRAY:POORLY GRADED SAND WITH SILT AND GRA VEL(SP-SM) NATINe:ONSITESTOCKPILE Atterbera Limits LL= PI= PL= 22 - 100 Coefficients 060= 3.95 050= 2.35 015= 0.260 010= 0.174 Cc= 0.54 085= 17.4 030= 0.611 Cu= 22.69 0-10 Classification USCS= SP-SM MSHTO= Remarks SAMPLE:P9339 -I" I - .-------.--.------ --~-- ----~~--~ ~-- - -:r~"i.-vJ.x:.J. ;J::;~J.J.- - - --- -:------= - -_:: ~--- -r--- , DATE: 12-1-05 NA TINe Date: 12-1-05 Elev.lDepth: Client: W A. ST. DEPT OF GA Project: PENINSULA COLLEGE KRAZAN & ASSOCIATES, INC. Project No: 106-05139 FIGURE ~KrazaIl & Associates, Inc. FIELD REPORT NO: 57418 GEOTECHNICAL ENGINEERING 0 ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: t {lEe ~~tJ-> PROJECT#: ItJd; -~:r/~? PROJECT: S~/~NCJ! "'/V~ ~~H#6~&. Y LOCATION: {?C'II/llfTll,R a,z.~If(p~ . KRAZAN PROJECT MANAGER: -..::1J5 CONTRACTOR: tI.'~~~ JURISDICTION: prr- /JA/tf"1!" ~~.;' PERMIT #: II; J I 'rt! INSPECTOR: I? ~~Uy WEATHER' ~ CA.J'r TEMP: ~ 0# 5"/re HR .fN"'/'LAt:L I/FNS-I'V 71=s7/Alit: ~/ fllH"d!fr ~/"IU~'TAIiIt"_ n'LI..- ~41. stl/aru.;E1t. (.., /Jr:- ~bA,""? ('!'N/K~7t:JR C~~/'.!o;v17et4"'€1) .!PH' UoH/llf-7idd /A/ ~r,4 ~~ 4./~>r $"7~/K ~~K. , C,(/O.$ if ,& /a. ~. ,II ~ ~~-; aiR", ;;r~/N~ MiI'~ ""G,c~ R'L>>~~ h LA~.< ~~ ~"~ $I" ;(~~/<" wAf' 7'~~a~ A'#~ C~/1I'~Ac~!). /7 JrA M~ wtl1J //I~~L.(.~l> A-r ApP~IX /; ~ 9. nU ~,4f /,~#4J) //'1 L/~Ts I 1lP-fck'~t) IN IA:Jlr).l .LJ8Z€e, ~KP CtJ<H?jJ~rELJ py v/.h~amdY PRIA'lJ4_ ~l!prll'E"RcE c.~ /YF73',-Cj;"e r;[',rT JJA7'"A-. - - - ~--~- - - --- __:::'1~ ~ ~_ To the best of my knowledge. the abov~ WAS NOT performed in accordance With the approved plans. specifications, and regulatory requirements" 215 West Dakota Ave, ClovIs, CA 93612 2205 Cay Ave, Bakersfreld, CA 93307 1025 Lane Palm Ave #2E, Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 ReVISion 0 Effective Date 8/16/02 Th~ ,nfnn11::ll1nn nrnv.rl...r1 nn rh.", r...n,...rf .'" nrp'n""p'rl f"nr ,h", ",v,.l"",,,,... ,,"'... ,....f"rh... ,.1,...... TJ...,,, .....n,....'.. ""'''" ...n' I..... .........."'.4".......4 .~ ..~., ......__~. .....'-....... .'-... ..,.......... ....................,,~ "'..~... ~l....... ......4 v...._~~ J}. ^ ...."',......~,.. (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 TeChniCia~ -'- t4' 4221 Brickell St, Ontario, CA 91761 ) 1501-1 S" St NW SUite 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Paulsba, WA 98370 19501-144" Ave. NE #F-300, Woodmvtlle, WA 98072 1909) 974-4400 (253) ~39- 500 (360) 82126 (425) 4 519 Superintendent/Representative: ~KrazaI1 & Associates, Inc. COMPACTION REPORT NO.: 14573 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: G p~ :1tJ&j- PROJECT #. I ~ 6 ". () S-I :J? PROJECT. e;~/~/'IC'; fiN/) 1i-j-JItI""tlJGY "t.J) LOCATION: ... P,(iVIN~euA t:~ lj.L~~ , KRAZAN PROJECT MANAGER: 5 i$ CONTRACTOR: PERMIT NO: INSPECTOR' JURISDICTION: WEATHER. t/J!'Alo b I" tJ'8 I!' fULY 1'1' JtJN~,r~ei ~('"Afr TEMP' y~ D WASHINGTON DENSOMETER D SANDCONE ~ NUCLEAR TEST ~ OTHER rJl .r7'1 / fj> LOCATION MAP N + D Paved Areas (circle one): Sub / Agg / Asphalt ~ Building Pad (s) D Other D Trenches (circle one): Sewer / Water / Storm Drain / Utly Max Dry Density I Opt ! Moisture .b Curve Unified Soils Classification 'J"'1t.. .1) II' .p Test Elevation Locatlon( Comments) Curve Mode & Depth Density Moist % Percent Compaction Required ,r -- --- - .--. ...;:.--- -=---: -- --- -- - - - - ---t.,,;;ICMlldIXIt:IU _ _I ~~:~_~~s~_~~~~!"7 _L -....,ciI11..'"'v~~v..u ~ - ~-~~--------- Count Densities ; 'Ill Dally Avg Std L Count mOisture ,,17 Gauge# To the best of my knowledge, the above @ / Superintendent/Representative: This tesling does not preclude the pOSSibility that the sOil or hot-mix asphalt may be loosened by future construction actlvm~s or rainfall !!y'enJ~. ThEl_ <<-OITlPl!!!tIOIJ Je~ts_ ""el!t PElrforrnE.lct at !he appr()xl!!l~ -locatlo;;scan-a'e-ifj-va1ions~;;owlfa-noomaica;e~ielalive-compaIifti~l:a~~lr~';;~~Ul.dIIUI :SO:'-C;;:'~~'I~a.-;;;;';~-=- vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and speCifications Map Location: AS NOT performed In accordance with the Technician: proved plans, specifications, and regulatory requirements 215 West Dakota Ave, ClovIs, CA 93612 2205 Coy Ave, Bakersneld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St, Son Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 . (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 . 4221 Brickell St, Ontorlo, CA 91761 1501-1S" Sf. NW SUite 106, Auburn, WA 8002 20714 Stote Hwy 305 NE SUite 3C, Poulsbo, WA 98370 19501-144" Ave NE #F-300, Woodmvil/e, WA 98072 . . ReVISion 0 Effecl1ve Date 8/16/02 ~~KrazaIl & Associates, Inc. FIELD REPORT NO: 57419 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 ?l5'c ~~IJ5' PROJECT#: /P(,- ~5'/59 PROJECT: 5c/~"'~"- -R/YiI ~CJ//trtJl./)S y LOCATION: Pk)(/~~"" tA ~{) t-t '€"tD~ KRAZAN PROJECT MANAGER: YI/ CONTRACTOR' VG"J41 ~ JURISDICTION: ff -19/V~.u.E.f PERMIT#: b/~</.I INSPECTOR: /r .?CEt. Y WEATHER: ~ &RS';r TEMP: ~;5 ~N ~, a /7J,tl ./l.eA/.r.lT'Y ffs?/N~ ~F rZiKP,;-Ar-6~"'t:.rdK;4t:. h(;~.. t1t;JI;;eYlt:>""~ $~tt5IH/I/N;: 6rccAI//1'TIt!JH .IN /lJt.e'A A~ A~'If')('/4/~r:K~ J + 1 rD .:c -t /. J: Zd1I":1~.r nu 'I'/~~ ..mdt'l'lt~~ 'p,,~~~,y /,IV EKelltJAr,~~ t.lU~IlI?'''8GE ~~/~.s ~#b' t$&rnH~ J7bs- MlR?'.E~'~'- ~ 19~~ /,A)H.GI2~ /r t:.~tit".l~ 8$ ~6;.9/J~p I/V~ ~ucK$' ltJl'ld ~#Hc a;V.rU#li~~" fr ~)Ar JJEoPGb '1'11197 ;VI!) !Va, t(J~uuJ Rt€ PEA.LJY r#,K 7Z$ nH~ r,H/F lJAr.E. ~ I To the best of my knowledge. the above W S I WAS NOT performed In accordance with the approved plans, speCifications, and regulatory requirements! 215 West Dakota Ave, ClovIs, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St , San Jose, CA 95112 5808 PnceAve Bldg 1016, McClellan, CA 95652 (909) 974-4400 (253)~39- 500 (3601 2126 (425) 519 ReVISion 0 EffectIve Date 8/16102 The mfOlmatlon orovlded on this (eoort IS oreoaled for the exclusive use of the client This renOl1 mav not he lenroduced In anv format without the wnlten nelTlm:.O;:ICln ofthp. dU":nt :\nrl Knl7:1n & Ao;:o;:ocmte.o;: (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 Technician:./? / / }~ ,;Ju.. ~ 4221 Brickell St, Ontario, CA 91761 1501-15" St NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144" Ave NE #F-300, Woodmvllle, WA 98072 . Superintendent/Representative: ~Krazarl & Associates, Inc. FIELD REPORT NO: 57 420 I GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION tf Ok.-C ~O()~ PROJECT #: I b r... 0 J- / a , PROJECT ~ (, I€ AI C€ 11//() Tcdl~fJ J'lJJ LOCATION: P~ut catE~~ KRAZAN PROJECT MANAGER: -:16 CONTRACTOR' l/emtJ JURISDICTION. pr AN~EL~$ PERMIT#: ~/{, y~ INSPECTOR: P 5" ~ € ~ ~ WEATHER: (~c 8-1 s r- TEMP: '-I:;l. DATE. ON .$, r/Z ~t!)~ r^I-?t.A-~c /J.&N~/TY 7~ST/H6 i Of :llf/fJPlU ST/lJIC/'Id&F/tl. ~1bd7J 5'HtrrtlJ€t.L PI 1;" L.~N rR.A t:; rCl R ! }'O L 14 c.. I tV 6 F I AI A L t.. I frF e;F n1A~J AL ~p&1< mArl/ie I T~i ~/~ /3~/L ()/Alr:, Atel:. A", Cj f-~ I ~} H ra :r. h1A1&~J~ 7J!AC-ICED I AN/)S'~EAD wlrl'l~Z'EK. COJ1'1/'I9(;TEJ) WITIt VI(!l(flrlJl'ev/ ;?tJL.L/i:..te." I j:Je,vs,r~ 7IE.srs 7?1~# /+1 RAAJ/)/J,r} r;uE~ ;C}~€A. I AL.l. A~$I9.s 7I1ou/(tJtdE#( ClJff1pl9cn.i). I !?E,F,c,e~)'..ICL cI( /~S?~ H~ rEsr RESuCTJ. To the best of my knowledge. the abO@WAS NOT performed in accordance with the approved plans. speCifications. and regulatory requirements. Superintendent/Representative' Technician: (909) 974-4400 (253) 939-2500 (360) ~~126 (425) '(rr519 215WeslDakolaAve, ClovIs, CA 93612 2205 Coy Ave, Bakersf,eld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott 51, San Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 ReVISion 0 Effective Date 8/16/02 The lnfonnatlon nrovlde:d on thl" rt"nC'lrt ]" nlPn~lIprl fnr thp Pyrll1<.:,vP 11<.:... nfth... rllpnt Th.<:: ,...nn,.t .,.,~V nnt hp .pn,....riurprl .n ..n" f............", "",h......, ,h.. .ur.It.... ..............."".,.,.. .....f.h.. ...1...... ."..~ v.......,,,... R. A....",,..,,..... (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Brickel/51, Onlaf/o, CA 91 1501-15" 51 NW SUIte 106, Auburn, WA 98002 20714 Slate Hwy 305 NE Suite 3C, Poulsbo, WA 98311 19501-144' Ave NE #F-300, Woodmvll/e, WA 9807 (i;!KrazaIl & Associates, Inc. COMPACTION REPORT NO.: 14514 GEOTECHNICAL ENGINEERING 0 ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION tfPl5c ~dtls PROJECT#: It') ~ -c;,s'1 ~, PROJECT: .seleNe-it AlvP rE(;IfHPU~ Y LOCATION: IE NINf~l.'q. CI9U e!'c;e KRAZAN PROJECT MANAGER: .-77J i I o SANDCONE ~ NUCLEAR TEST [)( OTHER fi{S7'1~O! o Paved Areas (circle one): Sub / Agg / Asphalt I ~ Building Pad (s) I o Other I o Trenches (circle one): Sewer / Water / Storm Drain / Utly I CONTRACTOR: PERMIT NO' INSPECTOR JURISDICTION' WEATHER: V5' J44 ~ ,*/~ y,9 I? SEEL V PT M~etLS C) ~~r TEMP: Y c;t DATE o WASHINGTON DENSOMETER LOCATION MAP N + Test Elevation Location(Comments) Max Dry Density Opt I Moisture, 1'.d I Curve Unified Soils Classification Curve Mode & Depth &' Density ~ 39;. . ~ 79- H"; 'I II ID .J) -t /:J.. ~ I Curve Test Method' ~ ._, _,' _.__ . ._..Q.-lS" [. cor:s!.'"~C~?~.~ctl'yll1e~ ~r !~'.'J1~1!..~ve!l!~2~.e..<:~Jl~(;t'9n.!es,ts..w~rtP'~rfo.rmed at the. appr()~II!1~t~ - -""....""1 -, -iv ~ ..jLY-':'- -~~ 'I~'-- - -- -- - -UJCc:Hlun:;-dll-U eiE:fVd.lIUfl~- ::;,iJ(Jwri'allu~lIlUl('di:t1-It::tldllVt::t l..UII1IJd\..UUII dell IU~';~liJ\..aLl~ ';::t;-::n~,~~~~-;~ci;-:i'i-;:; -, go~n~Den~l~es vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork C~~~t ~~ist~re bl 7 or paving construction, nor does our work relieve the contractor's responsibility to conform to the dJ.Ia ~ approved project plans and specIfications Gauge#7Q-7 To the best of my knowledge, the abo Superintendent/Representative: 'fl. q. I f). #1 II l . . t Map Location: - - - - - '""'?' --:.- -- -:.- ~ MuCiLllCU / WAS NOT performed In accordance With the approved plans, specifications, and regulatory requirements Technicia~ ~ ~ 422/ Brickell St, Ontario, CA 9176/ /50/./5' St NW SUIte /06, Auburn, WA 98002 207/4 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 /950/-/44" Ave NE #F.300, Waodmvllle, WA 98072 o (559) 348-2200 (661) 837.9200 (209) 572.2200 (408) 27/-2200 (9/6) 564-2200 (909) 974-4400 (253) 939-2500 (360) 598-2/26 (425) 485-55/9 215 West Dakota Ave, ClovIs, CA 936/2 2205 Coy Ave, Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 951/2 5808 Price Ave Bldg /0/6, McClellan, CA 95652 ReVISIon 0 Effective Date 8/16/02 ~KrazaIl & Associates, Inc. FIELD REPORT NO: 57421 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CJ 0 E.C ~t) tJr PROJECT #. I ~b - as-/39 PROJECT: J"ClcNC~ AN/) rEcHH~I.~6Y LOCATION: P.E.II/NSUCA CIJ~~I5~E KRAZAN PROJECT MANAGER .J'6 CONTRACTOR. JURISDICTION PERMIT #. INSPECTOR: WEATHER. Vema pr RIA/6,E LE .5 ~ /h 0/'9 ? S,c~ L.. ~ t' e t9-.s ,- TEMP: ~ ;s 19N 5/rE F""i!. fJe>>s/Tf/ 7:E.571A1~ t!)~ /M~"'RT ~tJCTa..2.IJL ! PiLL F!!2Jm .5I-h7i.J~~L JP'/7: Ce>N7C!AC7ae iU';E!KI#6/1V A~p,4- i t>F ",,,",erH ~U/L/)/N6, Rf"~()Y, J;,,3 r" 11/ / n~_ c..N7ZeAcr,,~ tV" Il 1<1 N'~ TIJ IE ~ ~A VA '/ If, /;{ N .oS V I Ii::T *' J:l ~ ~ $61 t:..I'.... /J1f".,:tZIi~ IN W}nV/J(!; LE~~lIv...r€.{J j DIL.5 r;, '- 0 h .0 I ^/ ~ A t!)t f9. J~ r/t;I,Y tilfJE (,'1StLtI(}"!$fN&. Ht..f- Or lP1fJ()F{7 8ifG/Jh ~lJrE IN t:)/I-'r. II..N) llF1J P"~cF.D IN S#1~JL 'A~E..A_ KLF$~$Nt:.e.. cl< I 'f~7.s- ~f{ r/E5r L)/97i9 J -- - - - - - - - - - - ~ - - --- To the best of my knowledge. the abo~/ WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements i I SUperinlendentlRep....nta.v"' Techn;cta~ ~ ( : 215 Wesl Dakota Ave, ClOVIS, CA 93612 (559) 348-2200 4221 8r1ckell 51, Onlorlo, CA 91761 -) (909) 974-4400 2205 Coy Ave., Bokersheld, CA 93307 (661) 837-9200 1501-15'" 51. NWSulte 106, Auburn, WA 98002 (253) 9~9- oq 1025 Lone Palm Ave #2E, Modeslo, CA 95351 . (209) 572-2200 20714 Slole Hwy 305 NE SUIte 3C, Poulsbo, WA 98370. (360) 5 126 545 Parrot/51, San Jose, CA 95112 (408) 271-2200 19501-144. Ave NE #F-300, Wood;nv;lIe, WA 98072 . (425) 4 - 19 5808 Pr;ceAve Bldg 1016, McClellan, CA 95652 (916) 564-2200 I ReVISion 0 .. Effective Date 8/16/02 The mformatlon provIded on thiS repOl1lS pi epaled for the exclUSive use of the client ThIS re00l1 may not be leOloduced In any FOlmat without the written OelTIllS510n of the chent and Krazan & ASSOCiates ~::iKrazaIl & Associates, Inc. COMPACTION REPORT NO.: 14575 GEOTECHNICAL ENGINEERING 0 ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT: LOCATION: KRAZAN PROJECT MANAGER' CONTRACTOR: 1/ CI'YJO PROJECT#: It)" - t)S' / J , PERMIT NO' 6/" y r; S'G/eNee- AN./) ret:IIIV~~fJ 6t.D INSPECTOR. p~" N Se$t.,y fell I NS/"tL1t Ct:>~c JURISDICTION: pri1N(!;EUS :Jif WEATHER: 0 CA4-r 1 PEe :ZOoS- DATE: TEMP: ..~OJ 's-t>:;l tl D SANDCONE ~ NUCLEAR TEST ~ OTHER FIR 57c; ~ { I I I I I Opt I Moisture: 9:' I I I I I I I Required ! Trenches (circle one): Sewer / Water / Storm Drain / Utly o WASHINGTON DENSOMETER LOCATION MAP N + D Paved Areas (circle one): Sub / Agg / Asphalt ~Building Pad (s) D Other D Curve Unified Soils Classification I') .0 II. Test Elevation , Location( Comments) Curve Mode & Depth Density Moist % Percent Compaction - - ~-~- --:;:- --~ >-,.. - /",\ua\"ltOU I Curve T~st M~d 1.f"J"? - :- 76~~~t'6~~;lt;~~~~~:_~ - Daily Avg. Std /- I 7 Count mOisture Ie) ~()9'~g s This testing does not preclude the POSSibility that the soli or hot-miX asphalt may be loosened by future _ c~n~~u_c!IO~19tIYI~~~ _()[ r~[l~aILJy!tnt~:.J~e_5~11}P.a_ctlO-"-:~~t~ }.._~~ cpe~o'-.rm~c;f~t !I:1e_ ~p~g~-;-a.te_ - -ltu:..allorl::S dr-,u t::levallull~ ':'rIUV\'-rl~df I-U;IIICJICdU:~ --reldllvt:J l.OlllpdLtlUI 1-:' dllrlu~~-iucd-lIli, 1:S. ~nu'lt:ulll~:U dllU "- vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construclion, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. Map Location: Gauge# To the best of my knowledge, the abov Superintendent IRepresentative: AS NOT performed In accordance with the approve Technician: 215 West Dakota Ave, ClovIs, CA 93612 2205 Coy Ave, Bakersheld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Brickell St, Ontario, CA 91761 1501-15" St NW SUite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144' Ave NE #F-300, Woodmvllle, WA 98072 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 ReVISion 0 Effecbve Date 8/16/02 ~~KrazaI1 & Associates, Inc. FIELD REPORT NO: 57422 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: 'WU1a JURISDICTION: fir ~,A/d'"~~r> PERMIT #: .6 I' 'It? INSPECTOR' If' f,t!',c,,'y WEATHER: ~Y t:~"L) Y DATE: I~ .J)i'(; e5?"t1f PROJECT #. IIJ~ -Pf'/79 PROJECT. .fel,t'Nel'~ ANI) -ncl//VtJUJ~Y H't,/J LOCATION: flEIIIAlSAL-Jt. ~~~ KRAZAN PROJECT MANAGER: :TO TEMP: Y <. tlPN f'l",e MK fK-I't-4t:-& j)$N~/r~ ~5r;~t: ~;C f~/t?~"- ff~u.crl4f~ nu.. /1t.4d.t ,fl/Ofv/Ct..t... f( 1:- 4P,.tf7UleJ;E~ '-f tOdKA"'/A/~ IN /ltf~A 8r II ~ ~ I rd f.. Ex'+lf/ hlit/r4'IfIA? crXt:;:AvP'/-r4'/:) ,4)1J~P 16 ,6'6/1~}AlG , 5""'1::-'1 :;",7 y~ ~,pC.K ,PtA u:P /IN/) (!& ~fJ~t:.r/Ci># .,9- JI.lIltP ~~J" IN srAlLICo A~P'v~ .f t.Uttl'~ .PErwa# ", ~ f. 'ZH-fptPAr h~ WA-..$' . f't4cLJJ IN ?I;t'r$",. $,A/t'AJ) I'r P4r'~~1 /'IA-fD t!PI1<PI4~t> A!J)-" ~L'L flRuJ"l.. ,)/~.eI97?J~~ ,f~UIC~. O/ll1'lt~c~~ 11V1j~,l:.J) ~,& dJ.eI'/,S/nJ K~.s(,tCn- t1U.!?'lfdi PRPc~fl. t't?~~l4-c:I")4~ ~N't/A/t:lJlt'() ttA/~~ 9~-?{, tJJ{'A/~/r;.--...I ,t}C-Hlevl!/. tfJtFI!I?I!N~~ ~ J'I7'7(, ~,( -r'r..>T 'pA7/1, To the best of my knowledge. the aboV@WAS NOT performed In accordance with the approved plans. specifications. and regulatory requirements : Technician: Z 215 West Dakota Ave, ClovIs, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St , San Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 o (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Bf/ckell St, Ontaf/o, CA 91761 1501-15'" St NW SUIte 106, Auburn. WA 98002 20714 State Hwy 305 NE SUIte 3C, Pou/sbo, WA 98370 19501-144" Ave NE #f-300, Woodinvllle, WA 98072 (909) 974-44001 ~) 939-250~ 598-2/261 42 1485-55/1 Superintendent/Representative: o ReVISIon 0 Effective Date 8/ I 6/02 The lnfonnatlon nrnvJ(iprl on rhlO;: rpnort 1" nr,.n~r...rl for rh... f"yC'llll;:lVP """ nfth..I"I....., Th... .....",; ......."H ......... h.. ...............A........r1 ,,. '>"H r"'............. .....1........ .1._ ....~..__ __._.~~.~_ _l".L_ _1.___ __...I r'_____ o. .. ____._>__ ~~Krazan. & Associates, Inc. COMPACTION REPORT NO.: 14576 GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Ifl (f15 C .2..~7 PROJECT#: I tJ6 -~S-I3'" PROJECT ~C/~NcL AA/() ~c'HII/)U)t:Y LOCATION: 'C"',/'Ut.(~A Cdt.t.Ue KRAZAN PROJECT MANAGER: TIJ &v CONTRACTOR: PERMIT NO' INSPECTOR: JURISDICTION: WEATHER. 1//{ 1M tJ b/kJ Y4 If SI!"Ct. r r'r AffGt!'~~-$ pnr ~~c....J:)y , TEMP: t.I.:J.. o WASHINGTON DENSOMETER 0 SANDCONE [Kl NUCLEAR TEST EJ OTHER rP( ,77.Y ~ :J.. LOCATION MAP N + o Paved Areas (circle one): Sub / Agg / Asphalt ~ Building Pad (s) o Other o Trenches (circle one): Sewer / Water / Storm Drain / Utly Curve Unified SOils Classification Max Dry Density Opt Moisture //.tJ Test Elevation Location(Comments) Curve Mode & Depth Density Moist % Percent Compaction Required "-' /tJf'.) """ Map Location: I curv~ Te_st Me~l/"!: 7 _ - ~g~~~:g~~;lt~~~~r.l.r- Dally Avg. Std , Count moisture 'i ~f)t8J 'A / WAS NOT performed In accordance with the Technician:. This testing does not preclude the possibility that the sOil or hot-mix asphalt may be loosened by future construction actlV!tles or ralnfall_evel!ls . The compaction tests were perforlTle~ at the appro)(u!1~!e -- _-:-~~: ":;--:!" --~-_::--~~- _::;--'0.-- -_--,;- '":.-'-~~----'--- --"':: -;::;-_-.::-::c -_-_ -,--~, _ ---:-: -: ~ _~_ :..--___ ~""":::'"_::;"_,:__,,--::"""''''-_ -IUt"c:tUUII:i-ClIIU tm:::Vd.lIUI16 ::illvwfl cil fU-'IIIUll.dltt (ttldllVtt \"uIIT..,a~lfull c:11-1fIU::.tt fUlfClUUII::':-- riUIILU(llc11 ctflU -" --;: ~- ~-~- ~-- -::_-- - - ...... -j-UU;'lvl n;;\.I Gauge# To the best of my knowledge, the above Superintendent/Representative: vertical limits of the compacted area were detenmlned by others. Our flnm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and speCIfications 2 J 5 West Dakota Ave., ClOVIS, CA 93612 2205 Coy Ave., Bakersheld, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St , San Jose, CA 95112 5B08 Price Ave Bldg 10 16, McClellan, CA 95652 . (559) 34B-2200 (661) B37-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Brickell St, Ontorlo, CA 91761 1501-13' St NW Su,te 106, Auburn, WA 98002 20714 Stote Hwy 305 NE SUite 3C, Poulsbo, WA 9B370 19501-144' Ave NE #F-300, Woodmv'/Ie, WA 9B072 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 4B5-5519 . ReVISion 0 Effective Date 8/16/02 ~KrazaIl & Associates, Inc. FIELD REPORT NO: 57 4 2 3 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I Q. Dc C ;1.. Of) 5- CONTRACTOR. W W1 () PROJECT #: 10 h - 0$ I '39 JURISDICTION ?r /J}/6&L.,$$ PROJECT 5CIk.I'IG~ ,l-NI} TEe 4. I/IDlf)rrl-'PERMIT #: ~/' 'JIB' LOCATION: 'f/tf/VO/S"'-l-A' CoU,/E& C INSPECTOR' .F? SEt: '- ~ KRAZAN PROJECT MANAGER: S'B WEATHER: () 'CAsr TEMP: 7'.2 t:>Jf .5/~C ;:;~ .1;{- "tA~L /JENSIT~ reST/NI!: t:!>r ..z~jJ~A!.7"c'~ Srlluc.7HLA~ h~~ IN A,(LA AP"~p)('h1trr,$~Y H -ra:r; / rn; <;to L~#rLAD7?JL Lx.cAII'A'7IEJ:> LLNSu/F/1dtL. 5t!)/~.s tJ~LIIN '7lJ RteA1eIN& ~"'~.€. A t.A~~ 0'& /luAilZY S'/9U5 WI1S p~a/) Af./(} c~WlI'~d~J) BY 6>~r~$L- .o~l.ldJ J(/Jl.t:..eR. .rmjJl)~"- nl.t:. r~()1J1 SHorw~u- ?I r Wit S Pt.AclD IN ("Fr~J At/EMG~Nh /~'; c~ml'l9~L) ~ J'~' ~.RG~$I/ IN 4P /.)f)zEZ J lAlII/cM AUt!)M/lfJ~/$Hf5 /I11AL# ~ r r#L ~;njOl:Je774N. /?blt,~j) (.,)1"171 U/8IlRh~yJ f}Rdn'7 J?dLLcR VN17C 95% VE/'ISI'f'Y /7&~/~V~D., KEreRe.Ne~ CR JY5'7? f?J1l ~.sr- PH /',t). To the best of my knowledge, the abov~ WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: Technician: 215 West Dakota Ave, ClovIs, CA 93612 2205 Coy Ave, Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 (909) 974-4400 (253) 939-2500 (360)~6 (425) 48~. RevlSIon 0 " Effective Date 8/16/02 The mfOlmallon provlded on this report IS prepared for the exclusive use of the client ThIs report may not be leoroduced In any fOlmat without the wntten oelTIUSSlon of the dent and Krazan & Associates (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 BrlckellSt, Ontono, CA 91761 1501-15'" St NW SUIte 106, Auburn, WA 980 2 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144" Ave NE #F-300, Woodinvdle, WA 98072 o o ~::iKrazaI1. & Associates, I nc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION COMPACTION REPORT NO.: 14577 ~ PEe- ~Oo~ lob -05;19 .$'-1&1'/ c~ Il H f) LOCATION' flAJIAlju'LA CDLL $~E KRAZAN PROJECT MANAGER' :::J (J V$..mO .hI, Ye r~ ~ H N f)t.. 06 Y 8f IJ INSPECTOR: .p .Y ~ ~ L. Y JURISDICTION: J' r ~N a & L ~ 5 WEATHER. ~ ~A.s / DATE: PROJECT #: PROJECT: CONTRACTOR. PERMIT NO' ~A, TEMP. ~ D WASHINGTON DENSOMETER D SANDCONE ~ NUCLEAR TEST:18l OTHERgS7~A>? LOCATION MAP D Paved Areas (circle one): Sub / Agg / Asphalt % Building Pad (s) o Other D Trenches (circle one): Sewer / Water / Storm Drain / Utly N + Curve Unified Soils Classification P- Test Curve Mode & Depth ,gJ D Elevation Location(Comments) Map Location' I Curve Test M~~ >)" 7 , ':~~~~t:~~~;,;~;'~;l~~li-~f' Dally Avg. Std 1_ r 7 Count mOisture " 0" This testing does not preclude the possibility that the soli or hot-miX asphalt may be loosened by future 9o-"~tru9!1~!l a;!I~'!L7~ or _r~~~fEll e~~~t~ T_~e_ ~~)~P~ct~?_n !e:s!s _ W_El~ pe_rforlTl~c!.~t t~e ':P~~~~~~~ IU(,c:i:liufl~-ciIlU tm::Vc:UIUI1~ ::'IIUWII d.IIU~IIIUIi..dl~ r~ldLlVtn.;ullIlJd.l..lIUI1 dfUlU::,tj Uil.i:llIUII::'-. ~nuflLlilllcll-dIlU vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. / WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements Techn;don, 0 (~ r ~ .,)c..~ 4221 Brickell St., Ontario, CA 91761 1501-15'" St NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144' Ave NE #F-300, Woodinvtlle, WA 98072 r-:-o. ._ --..a rl.ua",. IOU Gauge# To the best of my knowledge, the abov Superintendent IRepresentative: 215 West Dakota Ave, ClOVIS, CA 93612 2205 Coy Ave, Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 5B08 Price Ave. Bldg 1016, McClellan, CA 95652 . (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 Max Dry DenSity cl Opt Moisture //. cJ Density MOist % Percent Compaction Required ?r '-. - (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 Rev\sIOn 0 Effecllve Date 8116/02 ~~KrazaIl & Associates, Inc. FIELD REPORT NO: 57 424 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PERMIT #: INSPECTOR: WEATHER' VIS VVl 0 JURISDICTION: ?r 11/116 c L€- S tp" 'frr A 5~/~LY prL Y Cu ulJ )1"EMP. . '1-3 DATE: /1 j)EG :;'f)().~ PROJECT #: I/)~ -[).5/31 PROJECT: 5c.IE%E AN/) ri'~II"'fU)N .&.1) LOCATION: jJeN'AI~uLII Ce;("l.Iz6>c KRAZAN PROJECT MANAGER: .J B CONTRACTOR: 6>N SITE ?'IJ ,P/~A!..;::'~RA/1 :rM-j)l-17~/S. 'oGIV5//Y T.Es7f . 6>~ :r1fl}"A~-r .'77'bc:7U1!11t:.. F/d r~/Jd7 c5hbrbJ~ f1:1r C'eJN'T~/-/CT~;:e exC.AVI97//I/t; /.UtI$"U/T/9,8l,E .s~/~.s A-N I'J~'€~ A-r N/Z Ctf1eN/.:~ ~r= JjUI'-OIH~J ::r.,.1 7"0 Z.~ro ~.3. V'lJN,'1"I9It.$. SO/t..f wlE/l~ 15 yt:, II v/i rE D n~WM r" lJ/I41?" AI/; /_ Fl e.,//S ~ ) r /T /:5 /V Q t..t /9 Je ~ ~ S J'fi~{..$ u,JE~/Z t..,tjy/!o '/~ AAdIf~>>W1qE /"70/.r7~/6/4IIEsY. 771.15 LJIIY/.!'R. c~I11'~c;ED err 1('t)L~dte. .r",,~,,1t r r/L G r~/9-e~o 1./'./ t-/fJ'~6d:5 t4#1) 1:-4#/ ~~e-rl!"{) gy' I/leJt1~/7)1C r1 ,o/?'LlY71 /P,,~~~. /)EN.s1"T'"Y 7E575 ~4N.aUt::.-7~D rH'~t.idHIJ"r ~tf)&/ESS wl'77I r/t. N.-- IE}) .1= ,REJut:T.s: t!)n1, wcr"t':J. ~iIll7/N/J":!.l) AI17L 9,S-% '/.:/'IS/ CH/evLj) R/=F-EREJIICC CR IYs'78 rz,,€ 7'"'E>, ,f)J9.71't, To the best of my knowledge, the abOVf~/ WAS NOT performed In accordance With the approved plans, specifications, and regulatory requirements. 215 West Dakota Ave, Clovis, CA 93612 2205 Coy Ave, Bakersfreld, CA 93307 /025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St , San Jose, CA 95/12 5808 Price Ave Bldg. /0/6, McClellan, CA 95652 (909) 974-4400 (253) 939-2500 (360) 598-2126 (42~55/9 " 7::- ReVISion 0 ~ --, Effective Date 8/16/02 The mfOlmatlon provided on th\s recort IS DreDaled for tne exclusive use of the client Th1.\; len0l1 may nn! hI": lemnrlllr...ri In ~nv fnr.".,M ullIhnll' th,. wllttf"n n...,,.,.,,<;:<:,{)... nFth.. ,..I,,'nt ",nrl k"r"''7"n Jb A"""...,.".." (559) 348-2200 (66/) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 TeChnlClan~ ~ 1 422/ Brickell St, Ontario, CA 91761 /50/-/5" St NW SUIte 106, Auburn, WA 98002 20714 Stote Hwy 305 NE Suite 3C, Poulsbo, WA 98370 /9501-144' Ave NE #F-300, woodlnvllle, WA 98072 Superintendent/Representative: ~Krazarl & Associates, Inc. COMPACTION REPORT NO.: 14578 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1'3 J)~c.. 6l.0{)J PROJECT #: / (). -t'5/3? PROJECT. .A st:.II!Nc.tr AN D rce."'N~4(; ~ 61..D LOCATION: feN INSU,L/T ~("'{,E~E KRAZAN PROJECT MANAGER. 513 PERMIT NO: INSPECTOR: JURISDICTION. WEATHER: CONTRACTOR: t/ E IY1 CJ &:, I~ c.rB R S.c.cL~ Pr: AH~~{. ~ s- PIt. y c~tJ4..IJ ~ TEMP' 7' 3 o WASHiNGTON DENSOMETER 0 SANDCONE ~ NUCLEAR TEST ~ OTHER FR S7Y.;:l 71 o Paved Areas (circle one): Sub / Agg / Asphalt g Building Pad (s) o Other o Trenches (circle one): Sewer / Water / Storm Drain / Utly LOCATION MAP N + Curve Unified Soils ClasSification Max Dry Density Opt Moisture .G1 -32,() 1/. IJ Test Elevation Location(Comments) Curve Mode & Depth Density Moist % Percent Compaction Required I. fS- ~------ - -- ~-r\i:La""IIt::U - I Curve Test M~d: ~ r- I This tesllng does not preclude the pOSSibility that the SOIl or hot-mix asphalt may be loosened by future I .iI -"] construction activities or rainfall events The compaclion tests were performed at the approximate - - ~- --':.-:.....:....----- -.;:;:.-~~-=-~.:;:::.-:~--~-; - - - - --- ------ :..;:;--_~..:;_"-- --_"'-_ -:.....::.-;.:::=::.-=--=-;-:::.._-:-_--.::..;~: ::__=-:-~- - ..;.~~- n--~-7::!~- -::-:~_~~ ---~.:::-:.-~-.:-:..:...=-.;:;;=- . , ' ~"'.. j ','n" -~.~~"- - -3'" - --~ -- -,. - 'Iocallons arlO eleVclllom,:.nowrnmU'lnOlcale reldllVe-GOlTlpclCllOIl dl< U1o:.e IOGdllOIlS ~nOIlLOllldl dllU go~n~Den~~~es vertIcal limits of the compacted area were determined by others Our firm does not guarantee earthwork C~~~t ~~Isture or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications (/ / WAS NOT performed in accordance with the approved plans, speCifIcations, and regulatory requirements TeChniciafl ~ ~ _ 4. ) 4221 Brickell st, Ontario, CA 91761 1501-15" st NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 1950 1-144^ Ave. NE #F-300, Woodinvdle, WA 98072 . (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (909) 974-4400 (253) 939-2500 (~ 598-2126 (~ 4\5-5519 Map Location: Gauge# To the best of my knowledge, the abov Superintendent/Representative: 215 West Dakota Ave, ClOVIS, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott st, San Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 ReVISIon 0 EffectIve Dale 8116/02 ~KrazaIl & Associates, Inc. FIELD REPORT NO: 57 425 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 1'1 .!J E c. ~t:) () .s PROJECT #: / ~ ~ - () s-; 3 tj PROJECT: ~~ 1$t'lCC /t/V() r,fCHJfI'UbY LOCATION: Pe""#$u~A LeJ~~IE~ €.. KRAZAN PROJECT MANAGER 773 CONTRACTOR. 1/ e- J"'YJ 0 JURISDICTION: rr ~4',z..U.S PERMIT#' 6/6'7'8 INSPECTOR' ~ J~,c L Y WEATHER fft.y ~~a,e/)y TEMP. 0/-6 DATE: C>/II >/T"E ~,e PENS"I r~ rEf 7/N4J' t'Jr /M'&12 T S nid~r4L/RJ9c:::., . r/t.t.. C~AI7~;':J<:..7d~ WIJ~K,;./t:; /N A~/:A ~;; ~.p~f)Y'11'VJ14 rL,t.-r 3.f.> --It':) ~.s:) r;, r" /lJr lll'o,J.l.$. MSaITAiJl..L 5't!>1 l..S w~JVl_ II ~t:.Avr-t TIEl) 1Jt:;k)1oI TO B~ItRIN' ~/t..~. A Lh y~ ~F /Dw./f/l/2.Y.:J '/Jz.~.r t.,e)/91' PGII-cLO I".-h I. 5" "THIC'< ~N{) t::-i?JII1,Pl9crh"/2 r rl ~,e-r F/L~ ~ ,Pt IJ~C:JJ 'N /", ~r~ A~/o C/)W7~~c.'rA; LJ '-' ",/..,1 1/1 B~A-r,,~y' .~e/)~L, .c,,,? . J) 51'1 ",,;-7' '//5.s 1"/ rlf.K EN ~# If. ~.ur 1"'/ 1t?A.. r ?/f I!) er.rs lP 1 7"'/9 ~f)H "'~A-t::r8~ IN ra/Q'TJI:D t)r I!$sut,:r:s. CM1f'Jt:::7iUV ~7) HuE;) UN77t.- &fS% VJSNJIT'r' T-tcrl/~t/~.DI iJN €Ac:./J /..4'11L~./ /'=? ii. ;= E 1<.1:' IV c~ L. R / 'I S-7 '9 F~R 7"s. r P~7j11 - ~~ - - -- --- - ~ - - ~ - - To the best of my knowledge, the abOV@ WAS NOT performed in accordance With the approved plans, specifications, and r~gulatOry requirements 215 West Dakota Ave, Clovis, CA 93612 2205 Coy Ave, Bakersneld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 5B08 Price Ave Bldg 1016, McClellan, CA 95652 ReVISion 0 Effective Date 8/16/02 The mfOlmatlon orovlded on thIS reoon 15 Dreoaled for the exclusive use of the chent Thl<;; fl".f\(\I't m:>'\1 not he lenrnclllct":rlln any fnnn:>.r wlIhnllt rh... wl,ttpn nPITnl<;:<:lnn nfrhl" ,..1,,"nr ::Inri I(n\7:1n /b Ac;:c;:n(,':1tpc;: (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 TeChniCian~ 5"L- 4221 Brickell St, Ontario, CA 91761 1501-15" St NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144' Ave NE #F-300, waadmvtlle, WA 98072 (909) 974-4400 (253) 939-2509 (360) 59fl~ (425) 485-(9 I Superintendent/Representative: ~~Krazat1. & Associates, Inc. COMPACTIO~ REPORT NO.: 14579 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION If OEe ~e>I).r PROJECT # / 0 ~ - ~S-I ~7 PROJECT.S~~;;/IIC6 AN./) ~u-INNJ)~Y LOCATION. PJ!Jtl1tlJI(,LA ~elE&'~ KRAZAN PROJECT MANAGER: ,...::r- ~ 8l,l) CONTRACTOR' PERMIT NO: INSPECTOR. JURISDICTION: WEATHER: 1/ IE n/} U ~ /6 y~ P. s/E/S (.. ~ ,17.,- /'9 AI is' /E L-G -> pTL..Y C&)uLOY . TEMP: ~ r DATE: D WASHINGTON DENSOMETER D SANDCONE J:8 NUCLEAR TEST ~ OTHER FR r7Y :<~ LOCATION MAP N + D Paved Areas (circle one): Sub / Agg / Asphalt ~ Building Pad (s) D Other D Trenches (circle one): Sewer / Water / Storm Drain / Utly Curve Unified Soils Classification Opt Moisture I. e' Test Elevation LocatlOn(Comments) Curve Mode & Depth Density Moist % Percent Compaction Required ?S- '.7 .:T.s- T ". ~ :r: ..... rl.Lll.u""ilvU This testing does not preclude the POSSibility that the sOil or hot-mix asphalt may be loosened by future con~tr~_c~~n J:~vl~~~_QLra~~tall_ey:~~~: T~e_c2mBac~~ ~s~_Y'e~e_~eI'~~ed ~t~he _a'ppr~II!l~.\2 IU~allUI~-dl-nJ ~Itfvd:::lluil::' -~ill.JWII~c:iIlU d'lull..dlt:J '-t::ldlfvB -c...uiTf~fdt.;lIUI-f ClllliU::,t, IULdlful-I::':-ril."rlzJlll~l1;odflu - . vertical limits of the compacted area were determined by others Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and speCIfications D WAS NOT performed In accordance with the approved plans, speCifications, and regulatory requirements Technician: ~ Map Location. _ __..:::.. __ ::-r:-o._= Gauge# To the best of my knowledge, the above Superintendent/Representative: 215 Wesl Oakotu Ave, ClovIs, CA 93612 2205 Coy Ave, Bakersfreld, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrolt SI , San Jose, CA 95112 5808 Pnce Ave Bldg 10 16, McClellan, CA 95652 . (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Brickell 51, On tuna, CA 91761 1501-15'" SI NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144' Ave NE #F-300, Woodinville, WA 98072 ~~ ( J (909) 974-4400 · ~1(253) 939-2500 · I 60)598-2126 .' ( 25) 485-5519 ReVISIon 0 EffectIve Date 8/16/02 ~~KrazaIl & Associates, Inc. FIELD REPORT NO: 57 4 2 6 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /5 PEe cf)t)()j CONTRACTOR 1/ -' frl (.) PROJECT #: ItJ6 -~r / ~ ij JURISDICTION: pr 1bJ4 ELL,$" PROJECT: SC/~/l/C,E /9"/VJ) r~ CI1N~LIJ6"r .8liJPERMIT#: ~/t-c.Je LOCATION: PI!.N 'NStiL" c,p~'-t.r (;/~ INSPECTOR: ~ JA~L-Y KRAZAN PROJECT MANAGER: :rg WEATHER: ~/rA~ TEMP:~_Y:r ON S,7'E Fot< D,!rlSITY fisTllV' oJ:' S"",PD!l r .s-nIA.L~2 AI- Fit t- . . CI'JNtI<At:.."17"Jr( (.P()Jf~'AH. IN AIfi:.A ~F- ".PfJA~y, fI'l,* rE.~ Y' .:r; S""' 7it ~_ r ,- b.r *"11 ~ L-, N~f. r.hIft,t/'TilDl,cr ..sDIL ,-w".5 -$~t:"'VI17E.f) P"c.J1I 7D J1'tec:>'-'N btl.fJ UIZ"-,,, .5'( r/Cv4.,.-1 ~'AY6:'? rJ-l,~ A .(lEA ?,,<,arB /.~ I ~ fl I ~1 rH V, I' ''''017;;> ST'JE"et... '3~v 1A1J(Jll~ I ti!) 'LI?? L () r1- O. {;)(,t" 1..R Y f;PI1t.t,S I"l.I:1c$r? Alt.!) tAI'YIHqq;:"jJ, :7-'1PdT ~t I~ J'U4aF~ -/# ~/F7S ~N/) ~A:)vY1I'/ll:-r~ () 72> 'S~ ~slr~. /fIE F/:~,f.)/C.~ CI{ 1'iS-eo r="K:. TESt 1.719 'Tfi , -...; ~:::--:2..-== _______-=::.:...=.:-..: _=--_=~-::_ ~=-_ :--=.:..:...:::-:.:.=___::~ .:-:,.::..... ~::.."'_~........._~~ -_~ ~;::. _-_~- _~-_.........._ - _...__~ _~ _ ~ ~~__-.:;, - _~ _ ~_::....-:....-~-.:--=-..:_".:..:.:.:..::.---=: =-.:__~__. :: ......::.::....::-....::_..::.......:::. ::..~ ....-::........._~::--::__=--- _:..~_ -:..~_~ -=.~ ---:..... _ To the best of my knowledge, the above f!ij) WAS NOT performed In accordance with the approved plans, speCifications. and regulatory requirements. 215 West Dakota Ave, Clovis, CA 93612 2205 Coy Ave, Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 5808 Pnce Ave Bldg 1016, McClellan, CA 95652 (909) 974-4400 (253) 939-2500 (360) 598'~~ (425) 485~55 ReVISion 0 Effectlve Dale 8/16/02 The mfolmatlon orovlded on thIs reeDit IS nreoared for the exchl';ave [[C:P' nfthf' client Th,ll: lP'nnrt m:lV nnt hP ,pnlnrll1rprl,n "'nv fn..,...,.,,,,' ufllhnllr th.. \lIr.ttpn n...........'~".nn nf,h... ...I...nt ..,.....-1 Tt'...,......... 9. 4."~n......,t...<' (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271.2200 (916) 564.2200 Technician: !::) ~ y~ '-<- ~ 4221 Brickell St, Ontano, CA 91761 1501-15" St NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144" Ave. NE #F-300, Woodmvil/e, WA 98072 . Superintendent/Representative: . . €:KrazaIl. & Associates, Inc. COMPACTION REPORT NO.: 14580 GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE PROJECT #: PROJECT LOCATION: KRAZAN PROJECT MANAGER: Ir OEc. ~O().r /c>~ - e>.r/J, SC.IIFI'/c.E A.NI) r~~I-IN~Lt1&r p EIVIN5IU./l Ce>'-~E doE.. 58 3tl) PERMIT NO: INSPECTOR. JURISDICTION: WEATHER CONTRACTOR: L,1~~1~ ~/6"K i'.~bE~Y . pr j}N6/S~E$ C LE'</,e D WASHINGTON DENSOMETER TEMP: y~'" 0/'51 I D SANDCONE lE' NUCLEAR TEST ~ OTHER FR 5"7'1~ t,' . , LOCATION MAP N + D Paved Areas (circle one): Sub / Agg / Asphalt ~ Building Pad (s) D Other D Trenches (circle one): Sewer / Water / Storm Drain / Utly ~$"~ " 19 Nt) Opt Moisture .() Curve Unified SOils Classification " Test Elevation Location(Comments) Curve Mode & Depth Density Moist % Percent Compaction Required ~.r Map Location. I Curve Test Met~ _ I Ji .or 71 This testing does not preclude the possibility that the sOil or hot-miX asphalt may be loosened by future -~::~ --.::'::=3. ~;i~':i ~;;~ : :=:'~-~~:_'::~'7":;:;i~'~L~2~32q.y~ ~-,~~!~~~t~J.1~~~-~,~~~~~~~~~;~~~1if~f.~~~~~~;~~s. :~~;~~~f6:1t~~~;;j,;Li~~~~i;~~- g~~n~~e~~~~es vertical limits of the compacted area were determined by others Our firm does not guarantee earthwork Cou~t m;isture I ? or paving construcllon, nor does our work relieve the contractor's responsibility to conform to the Gauge# ~ 0 t( f' ~ approved project plans and specifications To the best of my knowledge, the abov WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: Technician: ~ , ~ ~ ) (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 48(-55{P \- 1/) ~ J 215 Wesl Dakota Ave, Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modeslo, CA 95351 545 Parrott 51, San Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Brickell 51, Onlario, CA 91761 1501-1S" 51 NW SUite 106, Auburn, WA 98002 20714 Slate Hwy 305 NE SUIte 3C, Poulsbo, WA 98370 19501-144' Ave NE #F-300, Woodmvllle, WA 98072 ReVISIon 0 EffectIve Date 8/16/02 ~KrazaI1.. & Associates, Inc. FIELD REPORT NO: 57219 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ./2-/6--65-' PROJECT #' /06' ~ C) :rJ.3 9 PROJECT: ,~}(:J:6-AJI:\:;-"j, /6'("/-/ &LO LOCATION: PC:/I/.1:fiJ,'it'qLIf c:~'" (. urG-6J KRAZAN PROJECT MANAGER: ) i""j CONTRACTOR '\i!:.:/1U JURISDICTION: c!: ry or PC'f<.7 A;1JG-6.'(.?-S PERMIT #. (; / t.. e.J.8- INSPECTOR: ) A 11 E,.) /10 tc'//A AJ WEATHER: 5 UA..JAI-/ TEMP' <"/0 f (') /J ,5.r 1"6: /"j-J c.s .n A T/:' 1'(/ %11 )sl'lre 1 0 J6-tt /..:, xe:1'!JA 1 eel/V Ad)] P;:(f( ;:'o,e /1 lUaL( (SAil- O(J-/1/.HTV (f-St.5. / I cJ(' AI/oN of O/~S~;fCIJA rL()A) 11-5 /'t>Li,()0~f NO/( TI-I i..J{;'<:" co/e..v(JIL of .6U.%LD~fVc- FA 1/ r;../CJ:.D..5 i ro Z,) e 1.0 n", (o!?'.lue-t cAcALJAr~v 10 <:::-1 (....,j 3 Y'-/.;, /1A16-lCr.4t, Ar -rl-lfset-t:JArLr:W ;:OallJiJ .;fp, ~ 'I /1 P - A 'IU /36' r'.LK 17 "', U.sIfiJ(;" r If()j~l'. LJ-t"rt-l ,CULt.. 13001' (",/2;/(';-/11 {L 1"esl" r..Ji.J:rfl II": 'S ~ rH AA./ 1// fle/l.Jl/j/(Af rO/L)", " r0I1.J1~1Ir;1o~ (.L,1JA/)(j;,- -1'0 fR.OCt:r6-;) tJ '" r /I ~I!C/(~;:L(, jJ;eC,lC(j(J'DUlCe;' AI 711J S r~M6~ Oat: TO Off' s.r rl!:' .r1(5(",-# A/f)r('Ar _ fJR,o/.sU91..5 ~ f)A(;;( PL'I( fJR-OC616-iJuRt:: lJ.;;GL- ('o,.urr; AJtJt,v 12- 19-05"" - - - - ---~---- - ----- ---- ------ -- ~-- - - - - -- -- ---------~-~- -- ~ - - --- -- --~-- ~-~ ~ _~__~_~__:'_---=.....:____::.--=.__~_"': __:-_-:..._ -:.....~_.:..~____~~-:.....'-----.....-=-.s: -:...=-=..:....::.~- WO/?/(, .r.AJ II!./)G/!.lSj,) To the best of my knowledge, the abov~T performed In accordance with the approved plans, specifications. and regulatory requirements 215 West Dakota Ave, Clov,s, CA 93612 2205 Coy Ave, Bakersfte/d, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott st, San Jose, CA 95112 5B08 PnceAve Bldg 1016, McClellan, CA 95652 ReVlSlon 0 Effective Date 8/16/02 The mfonl1al1on orovlded on this Icoort IS oreoaled for the exclusive use of the chent ThIS reaDlt may not he lenrnduced In any format without the wntten nennl"",on of the cllent;lnn Kr37M &. A."...octares (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 Technician: ~'-/Y~___ tq221 Brickell st, Ontano, CA 91761 1501-15" st NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE SUite 3C, Pou/sbo, WA 98370 19501-144" Ave NE #F-300, Woodinvil/e, WA 98072 . (909) 974-4400 (253) 93~-25 0 (360) 5 - (425) 48 5t) Superintendent/Representative: WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 12/19 & 12/20/05 NO. 7560 PROJECT Science & Tech. Bldg. Peninsula College LOCATION Port Angeles WA CONTRACTOR Vemo OWNER PC WEATHER N/A TEMP. N/A PRESENT AT SITE N/A PERMIT NO. I I TO Krazan and Associates, Inc. Owner/Owner QA Building Official Krazan Job No. 106-05-139 REVIEW OF WELDING PROCEDURES Requested by Krazan to review Welding Procedure Specifications and Procedure Qualification Records submitted by The Erection Company. Findings: 1. WPS and PQRs supporting SMA Wand FCA W processes. 2. WPS, prequalified for SMA W, structural members, fillet and groove welds per A WS D 1.1. 3. WPS with supporting PQR for SMA W, light gauge decking puddle welds, single and double sheets per A WS D1.3. 4. WPS with supporting PQR for FCA W, structural members, fillet and groove welds per A WS D 1.1 and FEMA 353. 5. Supporting Certificates of Compliance from the electrode manufacturers for mechanical properties and exposure times and packaging. 6. Note: the specific welders that qualified the PQRs are also qualified to perform these welds. Any other welders welding on the project shall have the appropriate welder performance qualifications and certification records. These records shall be submitted for review prior to the start of welding. 7. The above reviewed WPSs and PQRs conform to specifications and are consistent with A WS D 1.1, A WS D1.3 and FEMA 353. 8. Note: some minor typo errors were noted and marked. CClCC~C'.C C c.., . c "'o~cc'c.. cc,,, .~.,.,: c., ..'C.._C..' C i0 - --"---- ~--- ~ --- -~---------- - --- --- - --- --- ----~- ~--_....... - ~--- ~ ~-rM Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIG~~ ~KrazaI1. & Associates, Inc. FIELD REPORT NO: 57364 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I 'ZJ-z %2) PROJECT #. I - (jS- / 3 , PROJECT: ?eh I A/S"Vt.-,4- t. ;j \.... i...€. G t:. LOCATION: pdYtr 4,;r",eL.&.J , UJ4- KRAZAN PROJECT MANAGER: P S CONTRACTOR. V /11"\ 0 JURISDICTION: ~I (. < / b- PERMIT#: c;ffPl.(y INSPECTOR: DelTA WEATHER. (.j"oJj)Y Lt; If/' ii,[, v<-r J O,? jJ(l'Yt.-l ,4Hv~ TEMP' LIS-"' ;..{)t..4-'b.4/Y' ,;!IN; 0# S/1?i" Ie) po (jJ,M.!."tt.,rle";v YDI'lI FICA-ncJ./Y A/t.€4- r&rtv IS 3t.?' 5"ovrI-J r Cr/ZI/Jt.IN~ A-'VI. I Mk ~YJ, I~~ C.O~'"'1 c:. rel> .4;- ,""1t. .4i30V~ fl-~G.U i~f) L.tTve-t,J. C-o,"1 P.-,,<-TfeJ/V j1i;'jrs t..,) E/'l, ~ rA- II(. ItC 11/ A- T G t..Ct/ /f rl O,lf./ S :] 4" .4.N 0 J t( 9 ~. AI..L 'Te5r5 tJ6tZE d~"H::~1) OK Pl2dcrC/K iGYr e'F \'A-M t"U" I') # PrtZOS-. $ACk +f/"l. F~ A-J"tG:A Aj).TACBV,,~ if)dVt;, Ite,e-OZG'/IIC ~/tiP(../#6 ,-J C&lAAPLE'e- 4..5 dF /"!,'z,afJJT rPn /"1 tfYl.-G (:.O/I1;J/lCrlt:JN :;:::-/II'::::e:'Jj SG:€" /l-t5iJ?~r (cOM,o/fc..n()A;) :If; /1./ ''lJ "'--", /Yts : & '-t 0 I ' '3 /. ~ })I___:.~: ?::l~?;~...._ _ ......_'-, r ~ _ _ _ _ _ _ _ _ _ .r - - - - ~ __.<._~"-- ____--'- ~__ ___~__'~~__=____'"_ ......_ _ ____~__..z...~___ ......-.-___ ~ ~ ~ To the best of my knowledge. the above WAS I WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements, Superintendent/Representative: 215 West Dakota Ave, Clovis, CA 93612 2205 Coy Ave, Bakersheld, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott 5t , 5an Jose, CA 95112 5808 Pnce Ave Bldg 1016, McClellan, CA 95652 . (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 TeChn~ __ L ____ -- 4221 Brickell 5t, Ontario, CA 91761 150 I-I S" 5t NW 5uite 106, Auburn, WA 98002 20714 5tate Hwy 305 NE 5uite 3C, Poulsbo, WA 98370 19501-144' Ave NE #F-300, Woodmv,lIe, WA 98072 ~09) 974-4400 3) 939-2500 ( 60) 598-2126 (425) 485-5519 . ReVISion 0 Effective Date 8/16/02 The mfolmatlon nrovlded on thL" rf"nOI11~ nrenmf"n fnr tht'! t'!Xl".hl"'Vl" II<;:P nfthp l'hl"nt Th'l;: I"pnn,"T m,:,v nnt hoa roan,nti,.l'oarl,n <>"" fn''rn<1r .."rhn,.r th.. .."dt..... noa........."".^.. "f'.h... ...1....... ....,.l v........... R. A.................. ~~KrazaI1 & Associates, Inc. COMPACTION REPORT NO.: 14623 GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ~ DATE' ) L-}Jd- uS PROJECT#: ./~e;--o5"'/'::'.. i PROJECT' ..3 cL CA/C i'- v- r 6-C.q LOCATION' ,'pOR/' A.,u.(;l;-lC: J KRAZAN PROJECT MANAGER: J )113 .L3/ /j - CONTRACTOR: Pbl// ~) PERMIT NO: c.. /6 "/-;1 INSPECTOR' ,) 1//-1[<., /-,1//i~/'./AIl/ JURISDICTION: r .L7Y' t7P Pos<1' 41;-.JrrCl/--~ ... WEATHER: /2 ./ [,/1".) TEMP' .~ 9 - / l' 6 If 4~t.,LtlJG -' ~I z N + o SANDCONE ~ NUCLEAR TEST 0 OTHER rf:. 51 Jh 'I o Paved Areas (circle one): Sub / Agg / Asphalt []I Building Pad (s) o Other o Trenches (circle one): Sewer / Water / Storm Drain / Utly o WASHINGTON DENSOMETER LOCATION MAP 1 ."" ,-, Pri Max Dry Density I z., Opt Moisture :!;J Curve /)5 Unified SOils Classification Test Elevation Location(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction , I -; 1.../6 13AG/(C.lL{/ /3!.-)) 1'110 PQlrl5 ~/7 jlb.~ 7,::' 0;6 9r; 1- ?., LJ .t i {Lb' , I h,7 q6 f "" 7 '1Cf IlC: ./ 1, J '1t 1:./ ..,ejq i z.. 'I. ? ;j.j c;--" "is. , J Map Location' I Curve Test Methad'n ..__ ""7 I ThiS testing does not preclude the possibility that the soil or hot-miX asphalt may be loosened by future . . ,_ /~ 7 #_. . construc!lon activities or raln~~1I ev:e!1.!s. Th_e c.oIllPa.ctlo!1.!e~!s w~'!l perf9.rmed at !he .aPP!9xlrn~~. ':_.--=-=-~: ---: - 3 ~~.. .~::..:,: .:;~ - -- _-:: ~ ~ -='- -~-=-='~;~:~:_:d~~-t:::-~~~i;:S~~ ~--~ -=-1~C~~{~ i}, :sr~I~~J;~V~l~VI-;i) =- ~i f~~,~ allufl~d~;J;-:I~la~';~7=-~~-lpa\;l~-=:~~J~~;;~C~1;v~ff,-; ~~&~L&~cill~ ~ 2.~ - go~n~Den~i~es ../-. :;; 0 vertical limits of the compacted area were determined by others Our firm does not guarantee earthwork Cal Yt vg.. tt ./ .:-1/) or paving construction, nor does our work relieve the contractor's responsibility to conform to the aun mors ure {? I (,/ 'f) approved project plans and speclfrcatlons, Gauge# 'I 9(/ To the best of my knowledge, the abov wi>.. / WAS NOT performed In accordance With the approved plans, specificalions, and regulatory requirements Superintendent/Representative: Technician,:<J. ,n _ j .!r..?#"'...A?'/ /~........- 4221 Brfct:ilSt, Ontario, CA 91761 1501-15" St NW SUite 106, Auburn. WA 98002 20714 State Hwy 305 NE SUite 3C, Paulsba, WA 98370 19501-144"'Ave NE#F-300, Woodmvllle, WA 98072 215 West Dakota Ave, ClOVIS, CA 93612 2205 Coy Ave , BakersF.eld, CA 93307 1025 Lane Palm Ave. #2E, Modesta, CA 95351 545 Parrott St, San Jose, CA 95112 5808 Price Ave Bldg 1016, McClellan, CA 95652 (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 . (909) 974-4400 (25itie?- 2500 (36~1J-2126 (425) 485-5519 ReVISIon 0 Effectlve Date 8/16/02 ~KrazaIl & Associates, Inc. FIELD REPORT NO: 57282 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Il-Zl--oS~ PROJECT # /t!J6---cJSJ;39 PROJECT: 'ptfA./LdJS(,l-L,A (("Li,~6,;r LOCATION: PoR. 7 A'{)(;/)~(~ KRAZAN PROJECT MANAGER: J 11 b CONTRACTOR iJ ~f/l 0 JURISDICTION: C1. ry of Po/{1' A.4J6-ff/,6J PERMIT #: t / ho/'tI INSPECTOR: ~Ant:s /'1C:6/f.1A.~ WEATHER: ~ AL Al TEMP: C; f/ 0(/ S...IrG rH..J:J.{)A ~g r?Y /e/<.fOK.I-1 flU PL4r:",. lIlaf'1 (.-AI? fJt;/Jl2.r1"v rA-_7/~$_ / lA:57 "P;::!<..t.?J/(//1e;() ,C/I) LocAT.cOAJ As ~iJ(..Goc../S '.: ~A reI!... 11</illJrrl LLIl/J bAcl<... ~.cLl., AJt')R...1f1 e:A51' S~C:1'C()A) t")~ FI?c:JUT f>A/c/(,ZIIJe.. t4A.KI{, FER.. c.ovd< IfCf#.f.. 1f."5'/..S re> (Z.€ {).l:.1<~{),~M6-0 ,4 r FLAJ.t.s.H G-~A;.)t:f ONLY (( f Ft fI!:JI}D.I//J1f J J . AL~ rCS! f(/i:.S{.t~L1> OASIFJJ oAl P/(lJrro~ o~ SjlL/rL.iL~"'Ll P..-er RUN 6AcIL ~.cLL, SAfi1fJLci'" 11J J:tp,ZO~ i~f( /I1o/L I.i' COJ/l~A t:C#AJ ~IU ,?oR. .riA TL'tJ,v 366 l<e'ftJf"r IF /'-/6/9 -- - - - - - - - -- :"'_::"'_~:::...-....~--':~~~-=-=-..?_-_;-......=-...:.-.:"'~=-~__-::--::"'~.....-:=--:"""_ ...::::"'--~-_--:.___:......~-:....__..::.. -_-=_ ____~=__~:'._-~__=---:~~:~___.~.::: ___:.::...=....:::..___..::.....::.....::....:_ -__-_- -=.:...::.~ _-:::..::=_~ _____..:.:._ ::""-~:'=~":l[ _ I,.Jof!..k.. .r1'J fk:(;/..eS.5 To the best of my knowledge. the above W?!3"NJf!r&NeT performed in accordance with the approved plans, specifications, and regulatory requirements. 215 West Dakota Ave, Clovis, CA 93612 2205 Coy Ave, Bakersfield, CA 93307 1025 Lone Palm Ave #2E, Modesto, CA 95351 545 Parrott St , San Jose, CA 95112 5808 Pnce Ave Bldg 1016, McClellan, CA 95652 . (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 Technician: ~ //2.p~AJ/h??.J d21 Bnckell St, Ontano, CA 91761 1501-1S" St NW SUIte 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsba, WA 98370 19501-144" Ave. NE #F-300, Woodmvd/e, WA 98072 Superintendent/Representative: ReVISion 0 Effective Date 8/16/02 Thl" mfnl"Trmhnn nrnvu'lpn nn thl<: If"nnrt 1<: nrl"n~rl"rl fnr thl" l"XC.hl<:IVl" ll<;:l" nfthp c.llpnt Thl<;: rl"nnl"t m:av nnr hI" tf"nrnduc:ed In anv fnlTllat Without the wlltten netTIlI'<;'<;lon of the client and Krazan & Associates ~Krazarl & Associates, Inc. COMPACTION REPORT NO.: 14619 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /'L -Zl-OS PROJECT #: /06 - 651 ~ 4{ PROJECT: rPt:N~/I.JS.I..,1,.(,_A-. CD {~(.,e:blt LOCATION' Pol<..., AI/JG-&Ll:.:.7 KRAZAN PROJECT MANAGER' J n I> CONTRACTOR ;/1:::./-1 () PERMIT NO: 6 I' 41/ INSPECTOR. J 1..11 t- ~ . /;j bY A;J JURISDICTION: C.c r y Crf Pol!. '( ANGt'LC:S ./ WEATHER: RIi.L ,1) TEMP. <.-j 71 D WASHINGTON DENSOMETER D SANDCONE ~ NUCLEAR TEST D OTHER f((. s''7l'd~ D D D JZf LOCATION MAP Paved Areas (circle one): Sub / Agg / Asphalt Building Pad (s) Other Trenches torm Drain / Utly Curve Unified Soils Classification Max Dry Density / !7 z..., Opt Moisture Test Elevation Location (Comments) Curve Mode & Density MOist Percent Required Depth % Compaction I ;'c;. .3l fi~.f] () F F Luf<D P'ilO:J tJ ,:/ /zt~ '7.j 1t: 95' 7 7 j 5 fe;f;T o~f- C;D f!./3 I J I 'li. '/ .J iCd I 5' <> Map Location: I Curve Test Method n -'r'7 I ThiS testing does not preclude the possibility that the sOil or hot-mix asphalt may be loosened by future u'/SS.I . construction activities or rainfall events. The compaclion tests were performed at the approximate . ___ ___~_-___::;:_____ __ ~__-_ ___,_~.,::,_ _^,_~_~_~~~..-:._..::.::...:_ _n __ _ _-_-.:.::...::_--.:::.:-__:.::.:~..-_:........-...~.._________:.___.::.:.._~_:._::::..;:.__.::......:..~~__::___:__--~~~-:.::_...::-...~__~_--_:-...::::-:::.....::::.,.-;:-::....:::=......::.....:::;::;::--~.::::_ ~>- 0'-: -. '-~---"";'''M"dl;II''U -_. -- - - -g~~~~D~~~I~~~~~~~-':- --. -.'-- --~~G~~~~~~:~~~Uo;;~:~~~:~;~~~~:~::~~~:~:;;I~~~ti~~u~;~;~~i~~~;:u~~~~~~~'~~:::~~r;L:~~:~~-'-' --.- Cal Yt vg. tt U or paving construction, nor does our work relieve the contractor's responsibility to conform to the oun mOls ure -, I , '\ approved project plans and speclfrcallons Gauge# ... c.; '-1(/ To the best of my knowledge, the above ~eT performed In" accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: "vO~/I,.LA.J ? 1:.6GRj;':>...J Technician:. 71" . /Jr~~- ..~~ 215 Wesf Dakota Ave, Clov,s, CA 93612 (559) 348-2200 4221 ~I Sf, Ontario, CA 91761 2205 Coy Ave, Bakersneld, CA 93307 0 (661) 837-9200 1501-15" Sf NW SUite 106, Auburn, WA 98002 1025 Lone Palm Ave #2E, Modesfo, CA 95351 (209) 572-2200 20714 Sfate Hwy 305 NE Suite 3C, Peu/sbo, WA 98370 545 ParroffSf, San Jose, CA 95112 0 (408) 271-2200 19501-144' Ave NE #F-300, Woodmv,lIe, WA 98072 5B08 PflceAve Bldg 1016, McClellan, CA 95652 (916) 564-2200 ReVISion 0 EffectIve Date 8/16/02 GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGI EE I G CON S T R U C T ION TE S TIN G & INS P E C T ION CITY OF PORT ANGELES EMAIL ALL RESULTS TO CLIENT AND C Oept. of Community Development ua nvTf ~ ~~l<razaIl & ASS OC IA TES, IN June 16,2006 KA Project No.: 106-05139 WASt. Dept. of GA E & A Svcs. James Copland PO Box 41012 Olympia, WA 98514-1012 RE: Peninsula College Science Tech. Bldg./Pt. Angeles, W A Dear Mr. Copland: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: April 20 May 4 May 9 May 11 May 19 May 25 June I June 6 Concrete Report No. 10282 Concrete Report No. 10403 - Concrete Report No. 10289 Concrete Report No. 10404 Concrete Report No. 10405 Field Report No. 66692 Field Report No. 66750 Field Report No. 62062 Field Report No. 71967 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~j'~ Penn Seely, Laboratory Manager Peninsula Division PS:pm Enclosures Cc City of Pt. Angeles - Jim Llerly LMN Arclutects - Rich Johnson (emall) Magnusson Klemenclc - Owen Kohashl(emall) Penmsula College - David Wegener (emall) The Vemo Co - Steve Parshall (emall) Zenovlc & Assoc - Steve Zenovlc Vemo Co - Rodney B With Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C. Poulsbo, Washington 98370. (360) 598-2126. Fax: (360) 598-2127 Krazan & Associates, Inc. 20714 State Hwy 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 : Cyl. Code P10287 Pour Date Project No. 106-05139 Weather OVERCAST Jurisdiction CITY OF PORT ANGELES Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA 4/20/2006 Report No. 10282 Permit No. 61648 Engineer Architect Contractor VEMO Field Data Supplier ANGELES Concrete X Prisms Time 8:17 Truck # A60 Site Mix Plant No. 1 Mortar Grout Flex Beams I I i Reported Batch Data I I I Cement Type I _ II Grouted Ungrouted Other I Placement Area I I Footings Slab/Deck X Ticket # 11173 Slump 5.75 Conc. Air Temp. Temp. (F) (F) 70 53 Unit Wt. NR % Air Walls Slab Columns Grade Beams Pilings Other Grids ROOF FLAB ON DECK SCIENCE BLDG B-J, 9-12 SAMPLED AT 96-10, H-I REINFORCEMENT INSP 19 APRIL 06 CONFORMS Remarks PLACED BY BOOM PUMP VI BRA TED AT REINFORCEMENT BARS 45 OF 153 YARDS TOTAL W/C .39 : Other lAir Ent.(ozlcwt) I I Water Added on Job (gals.) Inspector PENN SEELY Reviewed By ~ Mix No. Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. Water Admixture Design Actual X C-4055#2 503 126 1927 P997 N534 1235 i I 29.2 GALl 50.20Z :i ; ~ 49.80Z .. II Ii Ii I I 5 Items Inspected Conforming )< Non-Conforming Laboratory Data Cyl. Code P1 0287- P10287- P10287- P10287- P10287- P10287- P10287- P10287- Remarks FR#66345 Test Date 4/27/2006 5/18/2006 5/18/2006 5/18/2006 Results Reviewed By ~ Codes for Break Types: 03101 Rev 1 EffectIVe Dale 11/15/02 Dia Design Strength 4000 Length Max. Compo Load Str. (psi) 126820 4,490 166075 5,890 163435 5,800 164755 5,840 Age Dim. 7 6X 12 28 6X12 286X12 286X12 Area 28.27 28.20 28.80 28.80 Date Specimens Rec.d. 4/21/06 Set# Tested By JSD TMA TMA TMA Break Type 1 4 1 1 I Test Method I ! ASTM C39 '>< C-1231 )< Other Compressive ~ Flexural Test Results Conforming ~ Non-Conforming 1 Cone ~ Date Reviewed 7.:rv--- . 2 Cone & Split [I 3 Cone & Shear ~ 4. Shear 0 I 5 Columnar (Split) [0' i ! I' I I: I i I I Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 I Project No. 1 06-05139 Weather CLEAR Cyl. Code Report No. 10403 Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA P10370 Pour Date 5/4/2006 Permit No. 61648 Engineer Architect Contractor VEMO Jurisdiction CITY OF PORT ANGELES i Field Data I Supplier ANGELES Concrete Mortar Prisms Grouted Time Truck # Ticket # 12:10 A60 11482 Site Mix Plant No. 1 Grout Flex Beams I'I' Reported Batch Data i. Cement Type I - II Mix No. Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. Ungrouted Other Water I Placement Area i Footings Slab/Deck Walls Slab X % Air Slump 7.0 Conc. Air Temp. Temp. Unit (F) (F) Wt. 68 59 Columns Grade Beams Pilings Other Grids SCIENCE BUILDING SLAB ON GRADE C TO J, 9 TO 12 BULKHEADED OUT. B.5 TO D 5 & H TO J, 11 TO 12 REINFORCEMENT CONFORMS FR 66737 3 MAY 06 Remarks SAMPLED AT E.3 & 9.5. PLACED AND VIBRATED, 153 OF 189 YARDS TOTAL. W/C.46 Admixture Other Air Enl (ozlcwl) Design Actual X C96452 559 1833 P997 1259 30.2 GAL 51.1 OZ 5 Inspector PENN SEELY Laboratory Data Cyl. Code P10370- P10370- P10370- P10370- P10370- P10370- P10370- P10370- Remarks FR#66738 Test Date Dia Age Dim. 7 6X 12 28 6X12 28 6X12 286X12 5/11/2006 6/1/2006 6/1/2006 6/1/2006 Results Reviewed By f> Codes for Break Types: 03101 Rev 1 Effective Date 11/15/02 1 Cone IZI Reviewed By th Design Strength 4000 Length Max. Compo Load Str. (psi) 119910 4,240 155310 5,490 154780 5,480 155045 5,480 Area 28.27 28.27 28.27 28.27 Water Added on Job (gals.) Items Inspected Conforming )<' Non-Conforming Date Specimens Rec'd. 5/5/06 Set # Tested By JSD TMA TMA TMA Break Type 4 4 4 4 I I Test Method I I I I i ASTM C39 )( C-1231 )Co Other Compressive 'f. Flexural Test Results Conforming 'F- Non-Conforming Date Reviewed 7 trIM--- 2. Cone & Split [2;J 3 Cone & Shear [2J 4 Shear [2] 5 Columnar (Split) ffTl lUJ Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 I Project No. 1 06-05139 Weather CLEAR Cy!. Code Pour Date Report No. Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA P10369 5/4/2006 10289 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Engineer Architect Contractor VEMO I Field Data , Supplier ANGELES Concrete X Mortar Prisms Grouted Time 8:10 Truck # A43 Ticket # 11464 Site Mix I i Reported Batch Data , Cement Type I - II Plant No. 1 Grout Design Actual X Flex Beams Ungrouted Other Mix No. C9646#2 564 % Air Slump 6.75 Conc. Air Temp. Temp. (F) (F) 66 55 Cern. Ibs. I i I ! Unit Wt. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1833 1140 28.8 GAL 51 .1 OZ Columns Pilings Grade Beams i i I I I I lAir Ent.(oz/cwt.) P997 Water i Placement Area I Grids SCIENCE BUILDING SLAB ON GRADE C TO J, 9 TO 12, BULKHEAD OUT: 85 TO D 5 AND H TO J, 11 TO 12 - RESTEEL CONFORMS FR 66737,3 MAY 06. Remarks PLACED BY PUMP AND VIBRATED. 27 OF 189 YARDS TOTAL. W/C.43 SAMPLED AT I & 9.8 Footings Slab/Deck Walls Slab X Admixture Other Other Water Added on Job (gals.) 5 Reviewed By ~ Design Strength 4000 Length Max. Compo Load Str. (psi) 127340 4,500 163640 5,790 139990 4,950 151815 5,370 Items Inspected Conforming Y Non-Conforming Inspector PENN SEELY Laboratory Data Test Dia Date Age Dim. 5/11/2006 7 6X12 6/1/2006 286X12 6/1/2006 28 6X12 6/1/2006 286X12 Cy!. Code P10369- P10369- P10369- P10369- P10369- P 10369- P10369- P10369- Remarks FR#66738 Results Reviewed By t{~ Codes for Break Types: Date Specimens Rec'd. 5/4/06 I I Test Method I Tested By JSD TMA TMA TMA Set # Break Type 4 3 4 3 Area 28.27 28.27 28.27 28.27 ASTM C39 Y. C-1231 X Other Compressive )( Flexural Test Results Conforming "'A Non-Conforming Date Reviewed I 5\).,- 2. Cone & Split [2;J 3 Cone & Shear ~ 4 Shear 0 I 5. Columnar (Split) [IJI I I' I i I 03101 Rev 1 Effective Date 11/15/02 1 Cone ~ Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather CLEAR Cyl. Code Report No. Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA P10382 Pour Date 5/9/2006 10404 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Engineer Architect Contractor VEMO I I Field Data . Supplier ANGELES , Concrete X Mortar Prisms Grouted Time 8:20 Ticket # 11547 Truck # A43 Site Mix Plant No. 1 Grout Flex Beams i I Reported Batch Data I I Cement Type I - II I I I I I I , I Design Actual X Ungrouted Other Mix No. C-9645#2 563 % Air Slump 6.5 Cone. Air Temp. Temp. Unit (F) (F) wt. 61 49 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 i I' C. agg. Ibs. 3 I Sand Ills. I I Water , I i I Admixture P997 I I Other lAir Ent. (ozlcwt) Water Added on Job (gals.) 1827 1259 30.2 GAL 51.10Z I Placement Area 'Footings Walls SlablDeck Slab X Columns Grade Beams Pilings Other Grids SCIENCE BLDG. S O.G. B.5 TO D 5 & H TO J, AT 11 TO 12. REINFORCEMENT CONFORMS, 5/8/06 FR 66742 SAMPLED B 5 TO C AT 11 Remarks PLACED BY BOOM PUMP AND LINE, VIBRATED. OF 68 YARDS. W/C.47 15 36 Items Inspected Conforming ~ Non-Conforming Date Specimens Rec'd. 5/10/06 Tested Break I Test Method I SeU By Type I' TMA 5 ASTM C39 "'f.. ,I TMA 1 C-1231 't.. I: TMA 2 Other II I TMA 1 I Com pressive 't.. I i Flexural I Inspector PENN SEELY Laboratory Data Cyl. Code P10382- P10382- P10382- P10382- P10382- P10382- P10382- P10382- Remarks FR#66745 Test Dia Date Age Dim. 5/16/2006 7 6X12 6/6/2006 28 6X 12 6/6/2006 28 6X12 6/6/2006 28 6X12 Results Reviewed By l{-J Codes for Break Types: 03101 Rev 1 Effective Date 11/15102 1 Cone ~ Reviewed By W1 Design Strength 4000 Length Max. Compo Load Str. (psi) 152810 5,420 188245 6,690 183950 6,530 186115 6,610 Area 28.18 28.16 28.16 28.16 Test Results Conforming X Non-Conforming Date Reviewed 7!f1M1\. 2 Cone & Split Gg 3 Cone & Shear [2:1 4 Shear 0 , 5. Columnar (Split) [[] : I ' I ' I Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather OVERCAST Cyl. Code P10418 Pour Date Jurisdiction CITY OF PORT ANGELES Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA Engineer Architect 5/11/2006 10405 Report No. Permit No. 61648 Contractor VEMO Site Mix Plant No. 1 Grout Flex Beams , i Field Data i Supplier ANGELES Concrete X Prisms Time 8:10 Truck # A43 Mortar Grouted Ticket # 11603 Ungrouted Other Unit Wt. I Placement Area % Air Slump 6.5 Conc. Air Temp. Temp. (F) (F) 65 51 Footings Slab/Deck Walls Slab X Columns Grade Beams Grids TECHNOLOGY BLDG S.O G E.3 TO J, 1 TO 4, EXCLUDING, I TO J, 3 TO 4, RAISED SLAB AREA SAMPLED AT: H TO I, 2 TO 3. Pilings Other Remarks PLACED BY BOOM PUMP AND LINE, VIBRATED. RESTEEL PER 12/S501. 36 OF 105 YARDS. W /C .49 i I I Inspector PENN SEELY Laboratory Data Cyl. Code P10418- P10418- P10418- P10418- P10418- P10418- P10418- P10418- Remarks FR#66746 Test Date 5/18/2006 6/8/2006 6/8/2006 6/8/2006 Results Reviewed By1~ Codes for Break Types: 03101 Rev 1 Effective Date 11/15/02 Dia Age Dim. 7 6X12 28 6X 12 286X12 286X12 Reviewed By Area 28.20 28.18 28.18 28.18 Design Strength 4000 Length Max. Compo Load Str. (psi) 135850 4,820 166655 5,910 159875 5,670 163265 5,790 II Reported Batch Data Cement Type I - II I I I Design Actual X i Mix No. C9645#2 560 Cern. Ibs. F. Ash Ibs. I , C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1255 30.5 GAL 51.1 OZ 44.90Z 1818 I i Water I i Admixture , i I Other Air Ent. (ozlcwt) ! P997 N534 Water Added on Job (gals.) 20 Items Inspected Conforming )< Non-Conforming Date Specimens Rec'd. 5/12/06 Tested Break I Test Method I Set # By Type , Ii TMA 1 ! ASTM C39 X " TMA 3 , C-1231)( I, " TMA 3 II Other II TMA 3 Compressive ~ Flexural Test Results Conforming~ Non-Conforming Date Reviewed , l.t 6~ 1 Cone [g] 2. Cone & Split [2;J 3 Cone & Shear 0 4 Shear 0 5 Columnar (Split) []] ~Krazan FIELD REPORT NO: 66692 I & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: S"-/ C; -0 C PROJECT #. /. t? (, - t/ 0-/ J r PROJECT: ~ C. Sc-/i5rJc6 --6 I~C 1/ ilt~ LOCATION: 1ft? 2... If L4t(~i;:?&I5".J 1ft vI:? KRAZAN PROJECT MANAGER: J: /p? /5. CONTRACTOR: l/ ,tm t9 JURISDICTION: Cir'1 (1/~ /?: PERMIT #: 6 / t ]t J? INSPECTOR: 4. //1 /2Jp7 WEATHER: tJ / C- 4q'6-~LLS I I I TEMP: 56 " I I I I?~~ I 1(;(/1Z~~ ~6/ C..?.J /~A c/b/( rp~ IdS/Lc/I&;.J k,{4Z.4~ .etE/! V';.J rS'/)l6 tills ;:JA'i/E ,4.5 /f L~t(t!-sr6# S/~UCrt1 /f/1L cJf6J5i A',Je;? WIt Ltt::?I;';~ /;-JS/;!~ I~ LJ : , . j C-, /J'1 /t. tEr c 3 - 3 ~ J / .a .2 - O.:cf' W/~t~.5 @:.) C.!'L"1/1'?".} /14-fL S/~L r?L,?~J tA./6(,~~;c? I;.J /'L,.?cL /II J. 2/1. Wittf1.f A 4<:~Jf? ./l'1 C ~;I(/lJ /'/9ut.ft:!-"J. @ /ILL C...:5./. wcL#S C);J S/j.J6 "f,)t//~L;Et/6'- 4~,dl /~s:..r. tJrJ ..s~;';L Jf oar /olAf/I!. ifl!.erJ C,9;rn / Le./Z.c? /1LL w6t4.f r:'LAc;~V1 C.9b7L. rZ:~ /L4.;J Arol;t? /..? I I I I I Equipment/Asset Number(s): To the best of my knowledge, the abo@ WAS NOT performed In accordance with the approved plans, specificatJons. and regulatory requirements Superintendent/Representative: Technician, Ut:f / ~ Serving the Western United States ~ /50/ Field Report doc ReVISion 1 Effect! ve Date 5/25/05 ~Krazan FIELD REPORT NO: 66750 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. .2,- #b4Y :ldtJu PROJECT#: /~'-t!Jr/J? PROJECT: SC/~Ht:/.!' ANd rEI!:AI,;v~~t;y I~J> LOCATION: rE#~NIIU.A C4)U&'t: & KRAZAN PROJECT MANAGER: ..::Ta CONTRACTOR: ~~V JURISDICTION: ,Pr A-h~c~.€S' PERMIT #. ~ /& ~tf' INSPECTOR: ~ r4.c~Y WEATHER ~ elN'r TEMP:.r-cf t$># .7~rL nR S~IEtt:~J4~ .:z;vS'/JEe'7;4# tf};& .a-"N,qA~~ C~L'Te ?t,,4-~41I€'Hr A/" ItJ'MAAU~ ~$,. ~~NL' 1) FhL~ ~ ~'N4 ~ E.~ hE. /Jt$tJ S'IJ~N~ SrA,A ~""NI)/AIC snr~ 6CNf'4-e" . I.:J. ~~.2 '-~;hK~ R~~NA1.4IU&~r- P6~ ~.rD~ iilN'~ 3/.sl'D4.1 L'~L.J' 'UeL.e> ,; ,4e...,~ A~e ~""'~ ~4rtt!" 1'tA-~I!" ,3~ "-~U,e.H C~/u.-r~ ~NIJ w~~1S Lt:.~. Au. ~4Ne.r~n ~cM4'~~" Br 'I14't::HA"".1 LI4L, v'117~#rID/J. I:J '7'ARO~"~ "A/I!:'~e.,c$' JfI?'X C-9~Yr"":l W'4.J Pl4~~Z>.. 6NAE ~4r,F- ~~~ CIPIH;4~&:rS"/o,v 719-1'11/1"5" CAs'; A'6/4:AANt:.€ l:~ 16S'1?7 ~i9H rrsr v4rA- I EquipmenVAssel Number(s): To the best of my knowledge, the aboV@ / WAS NOT performed in accordance with the approved plans, specifications. and regulatory reqUirementsJ Supe'"tendo""Rep"",,"_e, TeChn~ .kA I '~""M',,=,. Serving the Western United Stat~s ~.,.,""' ~ I EffectIVe Date 5/25/05 I ~Krazan & Associates, Inc. FIELD REPORT NO: 62062 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I fkN 000~ CONTRACTOR: t/,z;pu i) PROJECT #:.x::./ $J4/C,c /9t'Y~ 'r$O/IV~~G;-/ S>Lptr JURISDICTION: ,Pr ;71V~/"S?I-:.> PROJECT: / t!Jh -/)5/79 ~ PERMIT #: 6 I (i./ ~ LOCATION: jJ~NI..N,'tI"A ~t..~~6~ INSPECTOR: "q t'6/ZL- ~ KRAZAN PROJECT MANAGER: -:Fa WEATHER: ~ c.-~T TEMP: C :5 t)Af 5/rE h.e S//$-Q#t'.- .zN~PEG77cJ"l ~;:: L;;,Nt:/ZLrL .l'L~~EA?/E#7; A~I'rl9-~ jJ~/Tct5D; 7/;L# /ILl) Ft+Tlh2"cU1 5l-ffB) r -lioJ~ 3fe ~ LI5Cft1..eE IIAt.L ru#,,^,~L Mt'$C.#ANIOI-t $Llr~./'T~NN-eLJ'ZHO/ ~r//~,e. .5'L;4-P ",^/~I€A-L>$. K.,;; ~o L . 9,..1 '7b I/. 8. 4.),l:}-UA/J.,e'/.J~F"/#~ , /-' /J-1Jm/J{7"~~1E LI~6~ /# /44.Nh'..€L SL-#18. A;IJ/l/ztJ)<':. 70/ ~.f)r5 .;P6,1h:;~G) tfy $()t:JM r~lt:.K RN/) LIA/6~ JI,4;:)pk!. 34/l;f!//~;< ~p ..iJPW~~f //V ~ZA-~, ~E..cbR~#a CR /tJ 'T// ;::z:,~ 7J;sT /)A-TI'1; w/l/~~ "/II' r'f/a . /,,["Al/::;-z,~m~ #7l9.~JeY f"A/s,(),t;c:.T/c;v dV , h/l~r r" Llrr "p A./#Uf.#-T l)..>'7'-lj 8.>; // ~r!l /~, ~.IZ/Hrb,eaEU4t€~r IN f/L-I1Ctf. "o.6~ ~-r7'<.tAcr~ /)~/#GS" hu~ YHI'l-uJ ~~ r~/J 1/It!.L /Jp/X. ~~~/730.1 ,PL"10~tf) 1/1'/9 Pt.lffl'p' P//7/2A7?rP. tt5~~e45~r /;(1' ~?-+,-,,/i:., ~h:..c~/C~/l/c:6 C~ /~?&R h~ ~t7 at ~1Z/~.f.5hPN' ~> r LJff179. /1 R11tfl/Zr#tfZ ~JflA?Pt.~ ~s t!!JOrA-ov$/J .putel/I/C ,cW'Jtt t:-/9 Y; u;O AT ~/t'VtC I~ . C 7"?) /) ; ~-r ~ ~1)'1A2.S'IZ'"$. -K/rFE,eJENC~- , . CR /o1-/~ h,-e 7Csr L)~rA-. I EquipmenVAsset Number(s): To the best of my knowledge. the abov(!!3J WAS NOT performed In accordance With the approved plans. specifications. and regulatory reqUirements] Superintendent/Representative: Tochn~i~ ~~ Serving the Western United States ~~ /50/ Fzeld Report doc ReVlSlon I EffeclIve Date 5/25/05 &lKrazan & Associates, Inc. FIELD REPORT NO: 719 B 7 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION I I L / C;"?;? C----J / I '"" TEMP: C.9 I I eAl tS//pt /1;)~ ~P5T~ /~~~/~~ J c:tJ~cfi'u?r~ ~~..Q;?~~/~G7 / ~ I ..Jtl;t740 e~7/AJU()US .//vb.,4gc/7/~-J~':::: ad..Jr'./?dii!7~ ?~6.;!1?~~ ~~ t!'~ /Z't"1R: ~/AJ8' T ?I<P/h 1-(e)SrR; B~f$~tJ c,i;2 /hJ~) c:',7 (;,"7 -a:J \1"/ .L /;Ji!!. (~/ 7 F~OM ~,::l Ii> C.' 'Z / ' Ct5.,.J('Jf?~17!/ g::'~#L> B') fLf YYI r' ~/NLJ J/h~~~7:?U/(-fiL-~ Y ~,&e;q/~D" ~G6<J/~ j'/LAcI/0c-. ~/:::;:. t?-y~Os "p? A?/v~ c-9?'t:fS~z..... ,~u;DP)../~r\ y?Y /lr.r-&.~L.Js ~ "..J('eGT;iE, /!?J(j~ t5'/!Jn~L.L CA.Jcl.~ -,;gt4!?AJ IlN/.J 7~4J) Fa.<" .s''/''LlJ71~ 7-1?r"'Pc!/:?4rGl~t/ ~D ~....,.., I ~~ c7~ 4G/i TIff~'-r c.YL./,.JIO~Rs,,_. 6P~ C/')o..:>GR~~ i2~R-r..tX )O?69 PoR ,<;/Jf?Ci/~/t"/ /AJr=cJ^frlA~ TIZ>~. ?~f.. TS 6".c: /-t}.mFR6$S"/O,.J 7eJ-G7S 70 ro<'-(jc..tJ: ),0 ~ -y :j)~ l..r S # I . DATE: b --6 -CJ G PROJECT #. /r)C; - t) s I 3 q PROJECT: 95.1UAJ//I.-'sut.....A CAC- L- LOCATION: / !r- H , KRAZAN PROJECT MANAGER: l/)n,B CONTRACTOR. '!t~C) JURISDICTION: .-. AI. PERMIT #: 8' / ~ -4 -;p INSPECTOR: ;;g / L.-L - WEATHER: L5" '[ ..2 A ) i - I c;e IL /09-6.'7 I I I Equipment/Asset Number(s): I To the best of my knowledge, the abOVe WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements SUperinlend.n".."....n_.' Technlc",n, - ~ >> t ~ i Serving the Western United States 150J Freld Report doc ReVISion 1 EffectIVe Date 5/25/05 ~ Th... ....fn........"h.....n ...r('''''~........n th.., ....nnrt ,., ..........."r..ti fnr th... <>yt'I"Cl1\'" 11<;:" nf th.. 1'1o.."t Th,<;: ....nnf't rn<H' nnt h.. ....n..Mllr...rl,n ~nv fnT'TT1:lt "'lIthont thp ulntU>n nPnT\l<':<:lnn nf th.. rltpnt ::Inti J(r1l7::ln & A<.:<.:nf'llltp<.: Site Observation Report I ~0 Date: June 2, 2000 Project: New Science &. Technology Building, Peninsula Co1!ege. Port Angeles. Washington Weather: Cloudy. Calm, Temp mid 60s E Contractor: Vanderlip &. Co Contact: Rick Schulz 14535 WE 91tl Street Redmond, WA 98052 Office Ph. (425}B85-4110 Office Fx: (425) 885-1068 Cell Ph: (425) 136-2919 Site Fx; (360) 457-9509 FilE Ce: Mark Orgill (Vanderlip), Jim Bluse (Hilti), John MooGle {Hilb}. Remarks: The purpose of this site visit was to observe the installation of Hilti Powder Actuated Fasteners (PAF) for the attachment of the curtain waft system. The PAFs are being used to attach light gauge steel angles to the steel slab edge angle and to the webs of the perimeter wide flange beams. The PAF observed was the Hilti ESD16P8T with a shank diameter and length of 0145 inches and 5/8 inches respectively. Apparently there are two different pins specified for the attachments of these clip angles. At the wall stud locations a 0.145" diameter pin is specified and at the window locations a 0.117" diameter pin is speCified The lfIspectlon of two different pins for these siml/ar applications will be very dlfflcult because the pin heads can look very similar. If possible, I suggest that the deSIgn of this attachment utilize a single fastener size I looked at several of the installed fastenings. I limited my observation to the installation of PAF and did not account for the proper number of pins at the locations. The PAF installed at the second floor slab edge on the south and west sides of the building were visually consistent These fastenings appeared to have the proper embedment and were clamping the light gauge clip angles to the slab edge angle properly. On the north side of the second floor slab edge, some of the PAF appeared to be inconsistently ITlstalled. Also on the north side, the diagonal braces at the windows were installed at the beam web locations. Most of these pins looked adequate. The following pins are suggested; Fastener Shank Length Description Diameter (in.) (in:) ESO 16P8T Drywall Track (used on site currently) 0.145 5/8 Smooth Shank wI Metal Top Hat Washer L OAK 16P8T Stepped Shank Item #40081 0.145 5/8 Knllfling-lengthwlse wi M~tal Tap Hat Washer The collapsible metal top hat washer provides better consistency for the fastenings by sHowing small variatIons in penetration depth and angle while clamping the light gauge steel to the base steel. The reasons that the 0.177 pm is n01 suggested for this application are: Hilti does not make a 0.117" diameter pm with a collapsible top hat washer and the shortest 0.177" pin HUti makes is the EDS 19 which is W long and requires a special tool for installation. The smaller diameter, shorter, pin is suggested because the slab edge locatton has concrete behind the steel angle and the wide flange beams are 50 kSI steel. These types of applications can proVide chaUenging installations for full penetration and a shorter, smaller diameter pin WIll typically provide more consistent fastenings. The ESO pin on thIS project appears to be Installing consistently in most of the applications I observed, However, if there are locations were the ESD pin 1$ not getting full penetration/clamping, I suggest that the contractor try the OAK pins The OAK stepped shank pin provides better penetratIon and is deSIgned for high strength steel and concrete applications. pee SCIence 8. Tech Bldg site VIsit reportdoc 1 Site Observation Report J ~{f;J The following information IS a guideline for the inspection of the Hilt! Powder Actuated Fasteners The use of powder actuated fasteners does not imply a need to inspect every fastening pomt unless speCIfied by the structural engmeer of record or the authority having jUrisdiction. No guideline standards are published by SOl, AWS, AISC or OSHA for percentages of fasteners that must be checked or that can be unsatisfactory. This determination must be made by the project structural engineer of record or the authority havIng Jurisdiction. Hilti recommends at the beginning of the work installing test fastemngs into representative base steel and then checking the penetration and the clamping achieving the optimal booster power level, tool and fastener combination. Failure to properly gauge the tool, fastener and booster prior to starting work can decrease fastening quality consistency. This is a critical step In the work. variations in the structural steel strengths (fy. tu) and member thicknesses can change the consistency of the system During the course of the installation, it is also advisable to check the work periodically to spot defiCiencies and changes in the applfcatlon to prevent large portions of the project to be fastened incorrectly. Re-tests and changes may be needed at different locations as the base materials vary throughout the project. For a complete picture of the adequacy of the fastening, the following characteristlcs of proper fastenings must be conSIdered. 1. Washer placement and condition. In order to function properly, the fastener washer edges must not curl upwards away from the fastening surface. The washers must not be digging or cutting into the light gauge steel surface. 2 Clamping of fastened part to base materiaL The fasteners must clamp the light gauge steel down to the base steel (slab edge or beam web). The light gauge steel should be in contact with base steet 3. Fasteners installed m proper locatIons The fasteners must be installed in the proper locations In accordance with the structural plans and design. 4. Fasteners installed throuoh the light gauge steel into supporting swel, In order to function properly, the fastener point must penetrate into. but not necessarily through, the supporting steel (steel plate or beam web). When in doubt, the contractor, structural engineer, building inspector or building official should contact a Hiltl Field Engineer for the determination of fastening adequacy. prior to completion of the work, If you have any questions or comments concerning this report, please contact me. Regards, ~'''''' Tim Nordstrom. PE Field Engineer I Seattle. Portland & Alaska P 800-879-6000 ext 7527 M 200-330-8055 E tltnot):i nl~rt1<EJfDtr~hl'tq;Grr" pce Science &, 'Tech Brag site \/Isit reporLcloc ? ~~KrazaIl & Associates, In c. FIELD REPORT NO: 66886 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DA fE. { - -'!:" - L:) & I / .' (1'7 C:" PROJECT #. / .v' h (/ _; .> / /) / /~.,/ '" / ~. .-/ ,.(' / L./ A PROJECT. r'~ ~) (~ !/-r/t.. /0 -0 /,/. C /" .;:~ #. LOCATION: / )':1/_ /( l/;1u /('/i-'1fi>J 8.:. {IllY KRAZAN PROJECT MANAGER 7/'}'1, If' CONTRACTOR JURISDICTION' ("./-;",/7' PERMIT # / ;' / /, ('.) :.' L."7 I: INSPECTOR. /:;~ /;/ ?:/d/) WEATHER f~'/ C !/ e/lJ :;? . .#./~,". -:;,~ / /- t.~1 ; /' ../'" /" ,..~ ,,/ //v- :..r /- L~~...,..;; TEMP. I I I t. -~'-I I I I I I I I I / ) -r'.-f' /1 .' ....._ .,)...J-:,. / /\ .../-/ <- /:/7 /' ,--1 , .' ~/--/ ~/.! \ t)rv/ r ...-'- -=- I . .( <1 ;I -,- .: '1 .) ./ / /. /' / -;/1 5' .v /" / /. /".'; c S",'<'-'~ /' ' -1/ / 'J . ,,'// - --/ ' J ...j / /--- !... /,.0~ (_ ,J.....) r~ /-- C,/ j:"~ . ,7/ ')' .I /' ..;r..... /11 .r.... ~_. ~~ (."1 /,,- _" r t;:- /~/ j./..J /J -? '1) 17 ;'(// L /'l""~' /.'; jI"1 c:::":; k~ / ...",/-, 1/ /l/" '7 /J _ ) / ( /< 1'/ {.- ,/,~ /rV 0'1/ ,# /-'\ j" /' /J-j .t:/;; / t: ;/" c' ;::9. I/J"' I"'-..~, /.' t L / .. - .. I} /1 / / ./ /J (....- 1/ r /1/ _ ., 1/././ .,,)/'1' t/rJ(/ -7 't://./~ (.:/- YL'-/7~_{.~\ //7- //. v /./ L),./ /.....jc.. i'5'-;' " c' ,- /..,' /:::--:J/ /! /_..... ~!" 4' /' ~.:?' .....~ -'l '1 1 /J /:i ,", II) "" . >", ,L 1./"., / ~'//'!. fft /:: /J / ,., .reI "-_,/'? 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I ... ;," L/t//t:, , . .- ! ~!- f~ 1,-r17: , tt// 1~'Lrc.:-{"-;p: .-"'" ,..l .' - ';..-../~ < ",:." /( _~~1 J ~ s" -' /-/- F ,,,," ,~~:.- .J!.."" ",.:J. ././J j-";;...- "1......-: ~ .' //1"1,,-) J I }-://"';1/, lA~;'- / f-'" ~.. / :'/...:'-, ,,~4'7 .t~ ,-: Ll/' L . .f/' i' - ., //t ~ /: C I~ J/,,:' A' /"' ,.-:.- .' ,~ 1,1 ......... ,r/~~'7 ;::.:J I'~'" ",;,' .: 4...r- :l;'~. {~ 1- / r .t, / ,..J j~ {',/ i~'. f 1./ ) " /~ ".,' i J 1.--; / ! ~-- . ,d 1-"/ -- _) ~ ~t' /v' ;.;./ 1.1.. 'J I/'.../ ~ ,:f -';- . /" i;, /,,/ /_ or ,;l.....: ,//'" l' ~.- J/ ,/' -:~r / { , o', ,~u /o' ,7 --r-', //',/ / ./ /r4 L / ( _".... 1 rr/ ), 'i ,(" ) t:-T I 'l /' / (--+1 !-'./ f'" 1-/,1~ {-'Co''; ~/ C _--' ( /'J_ ." ___ <,'f- /' /' ',>...1/,) j. / , - /'~~.. (,/;1 ,._.v......'" /-" ~~-: t / ,il /,.,. I 1... ~/'1:: i '" J~~./' /'- ... j' - ,~,.......,.. Ji It" l - ...'" 1 l,/",AJ/ :/,"-- i-t~,..~/~ !. ):;/'--- ~1 .....' /I~ ~~/. / ~l (" EquipmenVAsset Number(s): ~~C'E.\\J'E.O \" To the best of my knowledge. the above wAs /.WAS NOT performed in accordance with the approved plans. speclflcatlons~ ~~ regulatory requirements C_--- - ' s "intendent/Representative: Technician: ~-~ .1 ,- II . (I /'" ./ / _../ __L.,..._ .'" / I './7, -' / ,~.'" / / / Serving the Western United States J 501 Field Repolf dOG ReVI,!,IOll 1 [[~~~~~: Penins~la College""S(;~~h Building. -- Page 111 From: Kelll Eastman <KelliEastman@KRAZAN.com> To: "Jim Lierly Ulierly@cityofpa.us)" <jlierly@cityofpa.us>, Rich Johnson - LMN Architects <rjohnson@lmnarchitects.com>, Owen Kohashi - Magnusson Klemencic <okohashi@mka.com>, David Wegener - Peninsula College <davidw@pcadmin.ctc.edu>, "Rodney B. - The Vemo Company" <rodneyb@vemo.com>, Steve Parshall- The Vemo Company <stevep@vemo.com>, "James Coplan- WA St. Dept. of GA" <jcoplan@ga.wa.gov>, Steve Zenovic - Zenovic & Associates <steve@zenovic.net> Date: 7/20/068:27AM Subject: Peninsula College Science Tech Building Attached are results for the referenced project. Please let me know if you have any questions/concerns. Thank you, Kelll Eastman Administrative Assistant FILE Krazan & Associates, Inc. 20714 State Highway 305 NE Ste 3C Poulsbo, Washington 98370 (360) 598-2126 Fax: (360) 598-2127 ~ '\)\ , ~ \\) ~ ~ ~ ~ ~ C\\ ~~KrazaIl & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION EMAIL ALL REPORTS July 20, 2006 KA Project No.: 106-05139 WASt Dept. of GA E & A Svcs. James Copland PO Box 41012 Olympia, WA 98514-1012 RE. Peninsula College Science Tech. B1dg./Pt. Angeles, WA Dear Mr. Copland: In accordance wIth your request and authorization, the followmg test data are presented on the followmg reports, which are enclosed' May 25 June I Concrete Report No 10407 Concrete Report No 10411 - Concrete Report No. 10908 Concrete Report No. 10410 Concrete Report No. 10147 - Concrete Report No. 10145 Concrete Report No. 10969 Concrete Report No 10910 - Concrete Report No. 10909 Concrete Report No. 10912 - Concrete Report No. 10913 Field Report No. 71531 - Field Report No. 71530 Field Report No. 71363 Field Report No. 71365 June 5 June 6 June 8 June 13 June 22 July 5 July 6 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable If you have any questIOns, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Z-.. J'4 Penn Seely, Laboratory Manager Peninsula DIVIsIOn PS' pm Enclosures Cc City ofPl Angeles - Jim Llerly LMN Architects - Rich Johnson Magnusson KlemenClc - Owen Kohashl Penmsula College- DaVid Wegener The Vemo Co - Steve Parshall Zenovlc & Assoc - Steve anovlc Vemo Co - Rodney B 'r. With Offices Serving The Western United States 20714 State Hwy 305 NE, Suite 3C. Poulsbo. Washmgton 98370. (360) 598-2126. Fax (360) 598-2127 (James LferlX - 10605139-072006. df Page 20714 State Hwy. 305 N E SUite 3C, Poulsbo, WA 98370 (360)-598-2126 P10499 Pour Date 5/25/2006 Report No. Jurisdiction CITY OF PORT ANGELES Permit No. 61648 10407 Engineer Architect Contractor VEMa Grids BATHROOM SLAB, I TO J, 3 TO 4, LECTURE, MECH TUNNEL SLAB & MECH SLAB, OFFICE SLAB, K.2 TO L, 92 TO 11 8 SAMPLED AT 9 5 TO 10, K 2 TO K 3 Remarks PLACED BY LINE/BOOM PUMP, VIBRATED AT DOWELS. 45 OF 72 YARDS Date Reviewed 4:( ~ 1 Cone ~ 2 Cone & Spilt Q 3 Cone & Shear ~ 4 Shear [2] 5 Columnar (Spht) D Krazan & Associates, Inc. Project No. 106-05139 Weather OVERCAST Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA Field Data Supplier ANGELES Concrete X Mortar Prisms Grouted Time Truck # Ticket # 10'25 A55 11882 Placement Area Footings Slab/Deck Walls Slab X Inspector PENN SEELY Laboratory Data Cyl. Test Code Date P10528- 6/8/2006 P10528- 6/29/2006 P 1 0528- 6/29/2006 P 10528- 6/29/2006 P10528- P10528- P10528- P10528- Remarks FR#62062 Results Reviewed By ~ Codes for Break Types' Dia Age Dim. 7 6X12 286X12 28 6X 12 286X12 03101 Rev 1 EffectIVe Date 11/15102 20714 State Hwy. 305 N E Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Cyl. Code P10528 Report No. 10411 6/1/2006 Pour Date Jurisdiction CITY OF PORT ANGELES Permit No 61648 Engineer Architect Contractor VEMa Site MIX Plant No. 1 Reported Batch Data Cement Type I - " Grout Design Actual X Flex Beams Ungrouted Mix No C9645#2 562 Other % AIr Slump 5.5 Conc. Air Temp. Temp. Umt (F) (F) Wt. 68 60 Cern Ibs. F. Ash Ibs C. agg Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand 100. 1831 1257 30 3 GAL 51 1 OZ Water Admixture P997 Columns Grade Beams Other Pilings Other Air Ent (ozlcwt) Water Added on Job (gals.) 10 RevimdBY Ph Design Strength 4000 Items Inspected Conforming X Non-Conforming Date Specimens Rec'd. 6/2/06 Length Max. Comp Tested Break ------- Area Load Str. (psi) Set # By Type Test Method 28.18 112080 3,980 TMA 3 ASTM C39)< 2828 132405 4,680 RAW 1 C-12311' 2828 136405 4,820 RAW 1 Other 28.28 141850 5,020 RAW 1 Compressive )\ Flexural Test Results Conforming 'f.. Non-Conformlng - 10605139-072006. df Page 20714 State Hwy. 305 N E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 P10530 Pour Date 6/1/2006 Report No 10908 Krazan & Associates, Inc. 20714 State Hwy. 305 N E Suite 3C, Poulsbo, WA 98370 (360)-598-2126 10410 Project No. 106-05139 Cyl. Code P10529 Pour Date 6/1/2006 Report No. Weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Engineer Location PORT ANGELES, WA Architect Client WA ST DEPT OF GA Contractor VEMO Field Data Site Mix X Reported Batch Data Cement Type I - II Supplier Concrete Mortar X Prisms Grouted Time Truck # Ticket # 9.30 Placement Area- ------ Footings SlablDeck Walls Slab Plant No. Grout DeSIgn Actual X Flex Beams Ungrouted M.xNo TYPE S SACK PRODUCT Other % AIr Slump Conc. Air Temp. Temp. Unit (F) (F) WI. 67 61 Cern Ibs F Ash Ibs C agg. Ibs C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ills Water AS NEEDED Admixture Columns Grade Beams Other X Other PIlings AIr En!. (ozlcwl) Grids LINE 12, C TO D, 3 TO 4 COURSE Water Added on Job (gals) 0 Remarks SACK PRODUCT, SITE MIXED. Inspector PENN SEELY Laboratory Data Cyl. Test Code Date P10529- 6/8/2006 P 10529- 6/29/2006 P10529- 6/29/2006 P10529- P10529- P10529- P10529- P10529- Remarks FR#62062 Results Reviewed By ~ Codes for Break Types: 03101 Rev 1 Effective Date 11/15102 Dia Age Dim. 7 2X4 28 2X4 28 2X4 1 Cone IZI Items Inspected Conformrng 1\ Revie~By ~ Design Strength 1800 Length Max. Compo Load Str. (ps.) 6785 2,160 9045 2,880 8865 2,820 Non-Conforming Date Specimens Rec'd. 6/2/06 Tested By TMA RAW RAW Break Type 3 2 4 Set # Test Method Area 3.14 3.14 314 ASTM C39 C-1231 Other Compressive X Flexural Test Results Conforming t< Non-Conforming 2 Cone & Split ~ Date Reviewed 't J ~ 3 Cone & Shear ~ 4 uSh_ear 0 5 Columnar (Split) D Krazan & Associates, Inc. 20714 State Hwy 305 N E SUite 3C, Poulsbo, WA 98370 (360)-598-2126 Cyl. Code P10557 6/5/2006 10147 Project No 106-05139 Weather PT CLOUDY PrOject PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA Pour Date Report No JUrisdiction CITY OF PORT ANGELES Permit No. 61648 Engineer Architect Contractor VEMa Field Data Supplier FRED HILL MATERIALS Concrete Mortar Prisms Grouted Time 12:00 Truck # 67 Ticket # 14920 Placement Area Footings Slab/Deck Walls Slab Site Mix Reported Batch Data Cement Type I - II Plant No. 3 Grout X Design Actual X Flex Beams Ungrouted Other Mix No. 565A30 1 607 % Air Slump FLUID Conc Air Temp. Temp. (F) (F) 68 63 Cern. Ibs. Unit Wt F. Ash Ibs. C agg Ibs C. agg. Ibs 2 C. agg.lbs. 3 Sand Ills. 942 2316 30.3 GAL 36 6 OZ Water Admixture POLY Columns Grade Beams Other X ,Air Ent (ozlcWl) Other Pilings Grids B.5 TO D.5, 11 TO 12, 2ND 4' LIFT SAMPLED SAME Water Added on Job (gas) 5 Remarks GROUT PUMPED, VIBRATED. 3 YARDS. W/C.43 Inspector ANDY TATOM Laboratory Data Cyl. Test Dia Code Date Age Dim. P10557- 6/12/2006 7 3X6 P10557- 7/3/2006 28 3X6 P10557- 7/3/2006 28 3X6 P10557- 7/3/2006 28 3X6 P10557- P10557- P10557- P10557- Remarks FR#66886 Results Reviewed By ~4 Codes for Break Types: 03101 Rev 1 Effecllve 001t011/15102 1 Cone ~ Items Inspected Conforming t< Non-Conforming Reviewed By 9h Design Strength 2000 Length Max. Compo Load Str. (psi) 31695 3,050 45810 4,400 44970 4,320 45387 4,360 Date Specimens Rec'd. 6/6/06 Tested By TMA RAW RAW RAW Break Type 5 1 1 5 Set # Test Method Area 10.40 10.41 10 11 10.11 ASTM C39 C-1231 Other Compressive 1< Flexural Test Results Date Reviewed \).. ~ 2 Cone & Split Q 3 Cone & Shear [2J 4 Shear IZI Conforming 1- Non-Conforming 5 Columnar (Split) D James Lierly- - 10605139-072006.p-df Page 7 20714 State Hwy. 305 N E Suite 3C, Poulsbo, WA 98370 (360)-598-2126 P10562 Pour Date 6/5/2006 Report No. 10145 Jurisdiction CITY OF PORT ANGELES Penmt No. 61648 LEGE ,WA GA Engineer Arch itect Contractor VEMa Site MIx X Reported Batch Data Cement Type SPEC MIX Plant No. Concrete Mortar X Grout Flex Beams Design Actual X ~ ~.~- - ~-~ -' -~ "'-- ~ -~- ............... ~ ~ ...."".. , -~ Krazan & Associates, Inc. 20714 State Hwy. 305 N.E Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Cyl. Code P10553 6/6/2006 10969 PrOject No 106-05139 Weather SUN PrOject PENINSULA COLLEGE Location PORT ANGELES, WA Chent WA ST DEPT OF GA Pour Date Report No JUrisdiction CITY OF PORT ANGELES Permit No 61648 Engineer Architect Contractor VEMO Field Data Supplier ANGELES Concrete X Mortar Prisms Grouted Time Truck # Ticket # 12.20 A50 11968 Placement Area Footings SlablDeck Walls Slab Site MIx Reported Batch Data Cement Type I - II Plant No. Grout DeSign Actual X Flex Beams Ungrouted Other MlxNo C9645#2 567 % Air Slump 4.5 Conc. Air Temp. Temp (F) (F) 68 68 Cern. Ibs. Unit Wt F. Ash Ibs. C agg. Ibs. C. agg. Ibs. 2 C agg. Ibs 3 1838 Sand Ills 1268 300 Water Admixture Columns Pilings Grade Beams Other X Air Ent. (ozlcwt) POLY 508 Other Grids SEE REPORT SAMPLED AT LECTURE HALL WALLS Water Added on Job (gals.) 10 Remarks PLACED BY PUMP AND MECH CONS. SAMPLED AT 10 OF 12 YARDS TOTAL. WIC 45 Inspector WilLIAM UGOLINI Items Inspected Conforming )( Non-Conforming Reviewed By ~ DeSign Strength 4000 Length Max. Compo Area Load Str. (psi) Set # 28.16 126170 4,480 28.28 151860 5,370 28.28 1397Aj. 4,940 28.28 146230 5,170 Dla Date Specimens Rec'd. 6/7/06 laboratory Data Cyl. Code P10553- P 1 0553- P10553- Test Date 6/13/2006 7/4/2006 7/4/2006 Age Dim. 7 6X12 286X12 286X12 286X12 P10553- 7/4/2006 P10553- P10553- P10553- P10553- Remarks FR#71967 Results Reviewed By q; Codes for Break Types: 03101 Rev 1 Effective Date 11/15102 1 Cone ~ Tested Break By Type TMA. 4 RAW 4 RAW 4 RAW 4 Test Method ASTM C39)C C-1231 )0 Other Compressivll'Id Flexural " Test Results 2 Cone & Split [;J Date ReViewed \?.:r~ 3 Cone & Shear [2J 4 ~hear [2J Conforming )< Non-Conforming 5 Columnar (Split) D . t James Lierly- - 1 0605139-072006.~df P 20714 State Hwy 305 N E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 P10568 Pour Date 6/8/2006 Report No 10910 Krazan & Associates, Inc. 20714 State Hwy. 305 N E SUite 3C, Poulsbo, WA 98370 (360)-598-2126 PrOject No. 106-05139 Cyl. Code P 10569 Pour Date 6/8/2006 Report No. Weather OVERCAST JUrisdiction CITY OF PORT ANGELES Permit No. 61648 PrOject PENINSULA COLLEGE Engineer Location PORT ANGELES, WA Architect Client WA ST DEPT OF GA Contractor VEMO 10909 Field Data Site MIx Supplier ANGELES Plant No Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Conc Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt 815 A55 12005 625 71 59 Reported Batch Data Cement Type I - II Design Actual X MIx No C9645#2 612 Cern. Ibs. F Ash Ibs. C agg Ibs. C agg. Ibs 2 C agg Ibs 3 1831 Water 1261 30 4 GAL 50 7 OZ MESH Sand Ills Placement Area Footings Walls Columns Grade Beams Admixture P997 Other FIBER Slab/Deck Slab X Pilings Other Grids SLAB ON GRADE AT SPINE, J TO K 2, 1 1 TO 8 THICKENED SLAB STEEL AT NORTH STAIRS SAMPLED AT 5 8 AIr Ent. (ozlcwt) Water Added on Job (gals ) o Remarks PLACED BY BOOM PUMP. FIBER MESH ADDED TO MIX 18 OF 45 YARDS. W/C 44 Items Inspected Conforming -y;. Inspector PENN SEEL'Y------ Revie~~ Design Strength 4000 Non-Conforming Laboratory Data Cyl. Test Code Date P 10569- 6/15/2006 P10569- 7/6/2006 P10569- 7/6/2006 P10569- 7/6/2006 P 10569- P10569- P 1 0569- P10569- Remarks FR#62068 Results Reviewed By ~ Codes for Break Types' 03101 Rev 1 Effecllve Date 11/15102 Date Specimens Rec'd. 6/9/06 Dia Length Max. Compo Tested Break Test Method Age Dim. Area Load Str. (psi) Set # By Type 7 6X12 28.27 135535 4,790 TMA 3 ASTM C39 )<' 286X12 2832 168510 5,950 TMA 3 C-1231 y.. 286X12 28.32 161555 5,710 TMA 3 Other 286X12 2832 165030 5,830 TMA 3 Compressive )< Flexural Test Results Conforming )<' Non-Conformmg 1 Cone r-:;l L6I Date Reviewed \;J...:J ~ 2 Cone & Split 0 3 Cone & Shear r(I 4 Shear G 5 Columnar (Split) D LJ LJ LJ Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 PrOject No. 1 06-05139 Weather OVERCAST Cyl Code P10610 Pour Date 6/13/2006 Report No. 10912 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA Engineer Architect Contractor VEMO Field Data Supplier ANGELES Site MIx Reported Batch Data Cement Type I - II Plant No. Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other MIx No C9645#2 570 % Air Slump 60 Conc. Air Temp. Temp (F) (F) 72 61 Cern Ibs. Time Truck # Ticket # 8 25 A59 12082 Unit Wt. F. Ash Ibs. C. agg. Ibs C agg Ibs. 2 C. agg. Ibs 3 Sand Ills 1822 Water 1263 30 2 GAL 51.1 OZ Placement-Area Admixture POLY Footings Walls Columns Grade Beams Slab/Deck Slab X Pilings Other Grids SOUTH END OF SPINE SLAB ON GRADE 8 TO 11 5, K TO K 2 REINFORCEMENT AT STAIRS IN PLACE SAMPLED AT 9 8 Other Air Ent (ozlcwt) Water Added on 1 0 Job (gals.) Remarks PLACED BY BOOM PUMP AND LINE, VIBRATED. 18 OF 27 YARDS. W/C 46 7/11/2006 Age Dim. 7 6X12 286X12 28 6X 12 28 6X 12 -R~~ed BY V? - - Design Strength 4000 Length Max. Compo Load Str. (pSI) 137330 4,870 164775 5,840 167425 5,940 166100 5,890 Items Inspected Conforming X Non-Conforming Inspector 'PENN SEELY -, Laboratory Data Date Specimens Rec'd. 6/14/06 Area SeU Tested Break By Type TMA 3 TMA 3 TMA 5 TMA ,.,.3 Test Method ASTM C39)(' C-1231 X Cyl. Code P10610- P10610- P10610- P10610- P10610- P10610- P10610- P10610- Remarks FR#62073 Results Reviewed By tc, Codes for Break Types: 03101 Rev 1 Effeclive Dale 11115102 Test Date 6/20/2006 Dia 7/1112006 28.18 2821 28.21 28.21 Other 7/11/2006 Compresslve'l(' Flexural Test Results Conforming X Date Reviewed \71'4 1. Con~ ~ _ 2 =o~e ,&, Split l] 3 Cone & Shear ~ 4, Shear 0 Non-Conforming 5 Columnar (Spilt) D Krazan & Associates, Inc. 20714 State Hwy 305 N E SUite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather OVERCAST Cyl Code P10601 Pour Date 6/13/2006 Report No 10913 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA Engineer Architect Contractor VEMO Field Data Supplier FRED HILL MATERIALS Site MIX ,Reported Batch Data Cement Type I - II Plant No. 3 Concrete Mortar Grout X Flex Beams Prisms Grouted Ungrouted Other Cone. Air Temp. Temp. Umt Time Truck # Ticket # % Air Slump (F) (F) WI. 10:10 88 15085 FLUID 74 65 DesIgn Actual X MIX No 565A30 1 616 Cern. Ibs. F. Ash Ibs. C. a99 Ibs. C a99. Ibs. 2 C. a99 Ibs. 3 Sand Ills. Water 955 2274 30.7 GAL 36 4 OZ Placement Area Footings Walls X Adrnlxtulll POLY Columns Grade Beams Other Slab/Deck Slab Pilings Other Air Ent (ozlcwl) Grids NON-STRUCTURAL CMU WALLS, B 5 TO D 5, 11 TO 12 TOP LIFT OF WALL GROUTED REINFORCEMENT CONFORMS Water Added on 18 Job (gals.) Remarks GROUT PLACED BY LINE PUMP, VIBRATED. 5.5 YARDS W/C 46 Inspector PENN SEELY Items Inspected Conforming x: Non-Conforming 65.63 67.81 6781 Reviewed By ~t] Design Strength 1500 Length Max. Compo Load Str. (psi) 194820 2,970 224430 3,310 225055 3,320 Laboratory Data Date Specimens Rec'd. 6/14/06 Cyl Code P10601- P10601- P10601- P10601- P10601- P10601- P10601- P10601- Remarks FR#62073 Results ReViewed By r:t? Codes for Break Types: 03101 Rev 1 Effective Dale 11/15102 Test Dia Date Age Dim. 6/20/2006 7 PRISM 7/11/2006 28 PRISM 7/11/2006 28 PRISM Set# Tested By TMA TMA TMA Break Type 5 2 3 ASTM C39 . C-1231 Area Test Method Other Compressive )\ Flexural Test Results Confo,rming/< Non-Conforming Date ReViewed \ 1 ~... \ 1 Cone IZI 2 Cone & Split [:;] 3 Cone & Shear [2;J 4 Shear [2J 5 Columnar (Split) D - 10605139-072006. df & Associates, Inc. CONTRACTOR .IIIRI~nlr.TI()N Page I FIELD REPORT NO: I/ErJ'1C "Q.,,,.,.- ftJ",/6,FL F C ~KrazaIl & Associates, Inc. FIELD REPORT NO: GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE ;2,:;2 ,J..vll .~Ci~ PROJECT# N~ .-t!)>"/.J? PROJECT .jCr6NC.6: A~/) r;5'C:NNUe.'G~ i?u:J LOCATION. PeA/INS ...u,A r.d. '- ~(i:'C: KRAZAN PROJECT MANAGER 78 CONTRACTOR' !lJrUJ'1() JURISDICTION nJ<: -r /}N(f( cOd. e::.,5 PERMIT # 616 'VEl INSPECTOR hNN JE~ L ~r;; WEATHER C c'. E/tK TEMP. 'It! }' 6/01 SITE. /(Iff' ~N~"<Af,s /2,'9C:6:PA4/.!Nr" -4/ SL.~g ~ii/tIt,('/J'V'€' /+-7 IIEC!2<./2c )lA-a" Ifb/lIIJL/Nt1:S: C;'~'7 o{-& .J? j--:; -k 7.l MI^/U$ , ", TH/! (t,LNNEt:,. V41'tP,e SA~~/(}I<" iN ?tilcC: Tr/,("tl(;r/dU 1; ""6'..0/,:: /"&-/0) 0/c,} (/,= L- /5/.:;:/,/1'.:', :2 7 ~A.t't)s" "r AN~';; t. 6'J. j/)4, X c:- 'i" 't~7 -If.:..-;J.. li.JI n-l A613!/eM)e.>H r(j}(Jil) tllA .4t.-"It:i#~1 /':JJ-UJ1/"'.. rJci t...~/VC'".!I:;:,r;,E ('''#.5~u4Ai-r::.,J /JY tI/8r; A '7/'-~AI, c..9N ,:'/.!JE rC: '17Z> 7E /) r"~/~ 7/j '11.,0 r.::',.?rj- nv;"L AAt LJ .sOt ,"/1ft, !'iN L' 7,,5: or' c'r-' /.:JtAI< (/JHIP;f!ri:SS. t'tNV $, oVJJI?'.,1!,!> (.'A-::- '/;' /?/.f'/::".::.'/<.",e,.VCI':- (t:WC/21C:'TE. k-/-l('..er /(J91-P /'..;,/<? 72-jr DArn /N.~btkNrr ;{$J...'On!r' 1I;~'/5, I Equipment/Asset Number(s). To the best of my knowledge. the abov.@ WAS NOT performed In accordance with the approved plans. speclficafions. and regulatory reqUirements Supennlendenl/Represenlallve: '.'"m'L >,,,, C, Serving the Western United States ~ RevIsIOn I EITecllvc Dale 5/25105 Th.. mfn...nlll,,,n nrnvu11'll on Ih,<; wnort n nrffi IR".r1 (nr lhr l'XrhISIYI" u\C" IIrllll: t.henl Thl~ rcOOlt molY nul be nloroduccd III anv fannat without the wnlten peTmlS5101l or the chenl and Krazan & A..socmtes 150) J.llofd Re/JOrt cl(l(_ & Associates, Inc. . ENVIRONMENTAL ENGINEERING FIELD REPORT NO: /~Kr ~~ azaIl & Associates, Inc. FIELD REPORT NO: GEOTECHNICAL ENGINEERING . ENVIR.ONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE h.J:.U r ;<dt:lc; PROJECT # I,t;t, ,- Cl.r / J 7 PROJECT" 5c(/~,vc/;' /l.,'dj 7/rcrlN~c.iJGf" gCD. LOCATION, i%NIN$lt'-ff ~t!li:-(Jzr;;,c KRAZAN PROJECT MANAGER f8 CONTRACTOR tkM'l~ JURISDICTION p,r ;;4/\/(f: 4f" Cd'S'. PERMIT # 6 I~ y.., .!) - - INSPECTOR /'4;-/11-"1 .sc:-T:2~^r' WEATHER. 6J~ A ,;'7'"'" TEMP (: I /?.tV ~;e S'/J,1"C:o'4t:.. f"v..s/J.lE:C7/<fJ,N' c?r /?;,U"I/1!':"~~f>,,-6..) ;:'tAcLi41tENr "",' l.-:::c:.. r"GR/.! 1-I4li. ,?~C"'r; fl:./1-41 , . ~. '(IC/'" i:::t'/lC.('''t1,;;.vT Gul1S Z'N 5"/~/[<--,n5,,' V-t, /JA./D ~tktMf) 17j 5/t IN CCNn.',eirJ-t4-A/C/Z LJI Tl,l S772Ltc'(n",e,~( f)d./~()IA-I(lL .ft.!: ~A-te.lN' t!Yc ~,.1/ql;: U S' ~41 /x ('''-16 Y'c. tt-;< uJ4-.5' PLI4t!k...../) /frJ gI)CN'JIt fJt.Ln1-AJ, t:"A/CRJi;-;c:' 1~,-}14,) c.!,/.'J/C'","7iE'&.. J.I}.1!x t-v'J1.J 7/f>1i.~-;) /::;'/< ' 77.!tHpJ,f:./i!A-7U",z/.;{ ';Ad) :5~.'("?"'/.J. rJ,v'€ };."'/[ To' (')/- /i;;"lR r.',!,.'H/);!,t.:SJUN 7R:.J. r' 5,P/['c ( ~~t.c.;I/S t.~J4 5; c''14 s r: 1</i:h.5/Zri.NeL.. C{)NCA:/i T/L K4--;O<c',e/, ICi'l.,2 5'" /~~ c2(9 (JAY CtJ ;1,/ /h'l/;:,J SL hV ,,{Ii" ..s u (. t" $' . I EquipmenVAsset Number(s): To the best of my knowledge, the abov8/ WAS NOT performed In accordance With the approved plans. specIficationS, and regulatory requirements Supennlendenl/Represenlahve: Serving the Western United States /501 J-uMReJJOI((IOt RevlMoD I Effective Date 5/25105 ., 10.. _r_.. _. __ nn I...A nO' .\.. ~.....~ ..............1 f," ,h. ""..h",,,.. ..cpnftl... ,I"onl Th,~ tl".,nrt m'lV not hlo tt"l\I'flrlIlCf'd m mlV format wlthO\lt the wnllen oennh.\loDollhcchenlll.nd Krnlan & A'<iolldtes [(6/21/200],r~~tric~~rthol!ck:: co1E~~v~r e2f~ ~"~, -~-' ,.<< ~,.,. Pag~~1'll f\li tii w :::> o w 0:: ~ o a. o 0:: a. ATEOF WASHINGTON PT OF GENERALADMINISTRATIO VISIONOF ENGINEERING& ARCHITECTURAlSERVICES Peninsula College CONTRACTNO 2004-95 II (2-1) AGENCY CO CONTRACT CHANGE ORDER Science & Technology Bldg. COP No. 75 PROJECT TlTE TO The Verno Company CONTRACTOR PROPOSALREOUESTDATE 6/15/2006 You are directed to prepare a cost proposal for the workdescnbed below and/or detailed on the attachments referred I Roof Drain Overflow Pipes REASON FOR CHANGE Code Confonnance DATE PROPOSALREQUIRED CHANGEORIGINA TED BY LMN Arch itects PROPOSALREQlJESTEDBY LMN Arch itects WE PROPOSE TO PERFORMALL CHANGESDESCRIBEDIN THE PROPOSAL REOUESTFOR TO LMN Arch itects (AlE) TO James Copland PM (E&AS) CONTRACTPRICE CHANGE DNO CHANGE [!]INCREASE DDECREASE OF fYVashn-gton StateScies Tax Not Ircluded) In accordance With the General Condlbons. Cost Estllrate Detail Sheet(s) are attached hereto CONTRACT COMPLETION DATE [!]NO CHANGE D'NCREASE DDECREASE OF 0 CALENDARDAYS The foregoing amount covers everything reqUIred In connecllon with the change All other prOVISions of the contract remain In full force and effect We understand that workshall not begm prior to authonzallon CONTRACTOR BY DATE TO STATE OF WASHINGTON We have carefully exannned thiS proposal and find the cost to be reasonable Therefore, we recomnend acceptance NE DATE E&ASCOSTVERIF1CATION DATE Al:H:.NVV UP, I I;; t:.&A:)I"'KUJt:I.,;IMANAut:to UAIt:. CONTRACTSUMMARY (BY E&AS) ORIGINAL CONTRACTSUM PREVIOUSTOTAL PREVIOUS ADDITIONS CHANGE AMOUNT PREVIOUS DEDUCTIONS NEWTOTAL NEWCONTRACT COMPLETIONDA TE N 0 chan~e o DAYS PERCENTCHANGE FROM ORIGINAL CONTRACT AMOUNT DThe final amount of thiS change order differs from the cost proposal InvOICes mccrporallng thiS change order consbtutes acceptance by the contractor as total reimbursement due In connecbon With thls change order The State ofWashmglon hereby accepts the foregOIng proposal and authorizes the performance of the changes specified Thls conslilutes a ctlange creer to the contraC1 only l'Alen aumorlzng signature IS all1xec AUTHORIZINGSIGNATURE DATE ...... tf, \) ~ ST OE 01 ~ o a. o 0:: a. 0:: o f- ~ 0:: f- Z o u It, z o ~ c z w ::;: ::;: o u w 0:: ")- ~ ! t z o ~ ;:;: o I f- ~ FORMGEN-EA-099 (RevISed 12/97) < pag<e r!J n~!~1@96)'~~!ricld3arthorick - COP OiS"de'sct'pdf LMNARCHITECTS CHANGE ORDER PROPOSAL DATE 6/13/06 PROJECT: Peninsula College Science WA. STATE PROJECT NUMBER: 2004-65 H (2-1) & Technology Building This supplement forms a part of the Contract Documents and modifies the onglnal bidding Documents dated July 15, 2005, and subsequent addenda only to the extent specifically shaNn and noted belcm. All other conditions shall remain the same. ATTACHMENTS: Drawings' M5D042 through M5D049 ARCHITECTURAL MODIFICATIONS A.75.1 Reference Drawing 1. General: Coordinate revIsions to roof drain piping With all other trades. Notify architect immediately if conflicts anse, If ceiling heights may be affected or If pipe drops can not be located as shaNn. MECHANICAL MODIFICATIONS A.75.2 Reference Drawing P202D, MSD042 1. Delete 4" OR. pipe as shcmn from Hall 1201. ,ADd 4" ORL pipe, route through Network Lab 1204 A.75.3 Reference Drawing P201 D, MSD043 1. ,ADd 4" ORL pipe, route through Computer Classroom T105. Rlute ORL dcmn in wall and exit bUilding With new overflcm dcmnspout OFN-1. See POO2 for OFN-1 specifications A.75.4 Reference Drawing P202B, MSD044 1. Delete 4" ORL pipe as shcmn from Hall 5201. ,ADd 3" ORL pipe, route through Hall 5201 and dcmn in a wall in Sio Anatomy 5212. A.75.5 Reference Drawing P201B, MSD045 1. ,ADd 3" ORL pipe, route through Rsheries 5114. Rlute ORL dcmn in wall and exll building with new overflcm dcmnspout OFN-1. A.75.6 Reference Drawing P202A, MSD046 1. Delete 3" ORL pipe as shcmn from Hall 5201. ,ADd 3" ORL pipe, route through Hall 5201 and dcmn in a wall in Sio O'ganlSmal 5213. A.75.7 Reference Drawing P201A, MSD047 1. ,ADd 3" ORL pipe, route through FEsearch 5115 Rlute ORL dcmn in wall and exit bUilding With new overflcm dcmnspout OFN-1. 801 SECOND AVENUE. SUITE 501 SEATILE.WASHINGTON 98104 206.682.3460 FAX3439388 Page -1 '(612T/2656) Patrlck)artholi~~u-: COP O~5,~escr.ear' ~~~9~~'2 ~ A.75.8 Reference Drawing P202A, MSD048 1. Delete 3" ORL pipe as shct.vn from Hall S201. I>4:ld 3" ORL pipe, route through Hall 8201 and Chemical Storage 8202. R:lute ORL down in the north wall of S202. A.75.9 Reference Drawing P201A, MSD049 1. I>4:ld 3" ORL pipe outlet in overhang of the second floor. Seal penetration and provide escutcheon. End of COP-75 Distribution: David Wegener Consultants Science & Technology Building Peninsula College January 17,2006 COP-7 Page 2 I: (6/21/?QQ?) ,=,~tnck Bartholick -~~pdf~"~" , """"~'" ~~~~"'," ;T i I '" o I 0ET1W ~r K All ~ - ___ J \ 10 , (H) QUADRANT D ,"""""'- ::.. ~ MSD: 042 .."" -""""- A5IfCCIlII'llI ..:.....--. IEi'El.I .1...-- lID' OIWIIO.EZIlm- liECTORs ..Il.-.- ;lS~~Ro" FLOO~JLAN LMNAACHI11:CTS \- ,--- _____ !ll!!!Sin PEIINSUlA COLLEGE =--=-au:: =-~..::__ SCIENCE" TECI-flOlOGY BUllOING =r'...._..._..._ .. "03186 ==-- /' pa~tjJ -- -~---~\_~) , Il -ft ~~ iiii liil! --(1_0 1 I :1 'I I, 11 _~!i r~0 r -- ___I; --(2) I '1/4" = 1'-0. o 2 4 6 ~ 12 I Pager3 ;1 ~/2Q9~LP~trick Bartholick - COP:'?~:pdf ~ fL_---U__~ ~ / F-/ -l (0 QUADRANT 8 ~ SECOND FLOOR PLAN SCAlE 1/4' = 1'-0' 12 I 1/4' = 1'-0' o 2 4 B I-.J-.J-....J ~I~n IPE~ACOLLEGE Ie: ~MSD'044 -.vu _ _ -_,__ SCIENCE 81 TECHNOLOGY Ifl II).f ~ --......... =-..e'=____ BULOING ASIIa:lIIPIl> -=--1.Ml1 -1-- .IllIIommn :::;:..- IErlllAltO~liECTllIlI...L-- 'V -~ ~.......,I ~ JJ ~ d ~ I ~jljl~ 9 ~ H"II '- ~ Ii ~ " N ~ '::-0 I ~ ~ I I I I l____1 I I L__ ---r ...... "0' c.-' 'ILri i;t--- I I /0. i10 i:o I, ~' g "0 ..c: t ro OJ ~ 0, Il~, 'ia. - I~ 10 'N - ,,.- ~ ~ IT" II II II (~ \.SJ z <( -l CL /2::\ 0:: \ I / 0 '-~ 0 ~1:9 U I- Z <( 0:: Cl <( => 1-1': (/)'::- O::w -3 lL.~ co '" ~ >- 8 W,s tls; ;;ju u~ ~i; I~~ IT JI ~i 1l1!1 I gj liB It 1;1; II! hh ~ ~ @ ~'(6/21/2006j))~tnck Sartholick - COj>-75.pdf ^^~~:~==""=::: ^<~~ ,'..,.-,..,.~'>.," paife ~:I rT6/21/2006}~ Patrick Bartholick - cd'P-75.pdr~ ^"=' Pi~eJII E) --- '3 ~ ~ III 1SI I~ JI\1I @ I ......,-... .... -L _j -1-8 .~s -i'- N. O.!. ~~~ ~ ~I ~~.~~~- ~f1"" I ~ ~~ ~ :; ~ :; o;d~ ~ I :z: ~ ~ -g f:>.... ~ -0 !R 0;:2 (?\ c:Vc: on,.'., 8 ... p..) M -~---] !<1 j-~t~!<1 OC r:::-.... .!.. 1<' I n ~ 01 V ~ ~ I I... I r----- - "i ~--- -:j I I I I I ~ m! ~ _~ ~ ~~~:. = ;._~OOR PLAN - QUADRANT C 1/4" = "-D' o 2 4 8 kJ-J-...J 12 I /""""'- ~ ~ MSD: 047 "''''' """""- ~..:....--U'oU'..1.......- 1lf11l1A11lO1~!I[C1llR1 ..A..- UlNARCHIECTS \-- ,-'- _____ !!ll!!$ln PENtlSlLA COllEGE =- -;:-~ ==:.::___ SCIENCE L TECHNOlOGY BUll..DJNG ::z:-______ .d '03186 =:..- ~~jJir!~ - Penfnsula College I Page 1 From: Kelli Eastman <KeIliEastman@KRAZAN.com> To: "Jim Lierly Ulierly@cityofpa.us)" <jlierly@cityofpa.us>, Rich Johnson - LMN Architects <rjohnson@lmnarchitects.com>, Owen Kohashi - Magnusson Klemencic <okohashi@mka.com>, David Wegener - Peninsula College <davidw@pcadmin.ctc.edu>, Steve Parshall- The Vemo Company <stevep@vemo.co Date: 6/28/06 8:28AM Subject: Peninsula College Attached are results for e re erenced project. Please let me know if you have any questions. Thank you, Kelli Eastman Administrative Assistant Krazan & Associates, Inc. 20714 State Highway 305 NE Ste 3C Poulsbo, Washington 98370 (360) 598-2126 Fax: (360) 598-2127 ,<, o \,. .':' ; ~I FILE ~I<razatl & ASS 0 C I ATE S I IN C . GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION EMAIL ALL RESULTS TO CLIENT AND CCS June 28, 2006 KA Project No. 106-05139 WA St Dept. ofGA E & A Svcs. James Copland POBox41012 OlympIa, WA 98514-1012 RE. Peninsula College Science Tech. Bldg./Pt. Angeles, W A Dear Mr. Copland: In accordance with your request and authorization, the following test data are presented on the following reports, whIch are enclosed' June 19 Concrete Report No. 10406 Field Report No. 66880 Field Report No. 66886 Field Report No. 62069 - Field Report No. 62068 Field Report No. 66881 Field Report No. 62013 Field Report No. 62213 - Field Report No. 11951 Compaction Report No. 12666 Field Report No. 11416 May 18 May 31 June 5 June 8 June 12 June 13 June 15 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable If you have any questions, or If we can be of further assistance, please do not hesitate to contact our office Respectfully submitted, ~J'~ Penn Seely, Laboratory Manager Peninsula Division PS:pm Enclosures Cc City ofPt Angeles - JIm Llerly LMN Architects - Rich Johnson (emwl) Magnusson Klemenclc - Owen Kohash.(ema1ll PenlOsula College - David Wegener (emall) The Verno Co - Steve Palshall (ernall) Zenovlc & Assoc - Steve loonVIC Verno Cn - Rodney B With Offices Serving The Western United States 20714 State Hwy 305 NE, SUIte 3C. Poulsbo, Washmgton 98370. (360) 598-2126. Fax (360) 598-2127 - 10605139-062806. df Page yl. Code P10454 5/18/2006 Report No 20714 State Hwy 305 N E Suite 3C, Poulsbo, WA 98370 (360)-598-2126 10406 Pour Date JurisdIction CITY OF PORT ANGELES Permit No. 61648 FIELD REPORT NO: I >, ,~ ; 'I & Associates, Inc. CONTRACTOR t/ i! /'h' P JURISDICTION C",r"J' ' /;- //,;)6-/ (J;ff ",y- /'. p!L/.fl. PERMIT #. (,. / (, 'r f INSPECTOR. A. 7// .r:.'/h WEATHER C-'? / C TEMP (, O' f{;f/1z/1;) ~t!r /;">J hc/~o .: I EqUipment/Asset Number(s): inJ -r.,(/)C-~.5.5 Tn th", h",cl rof mv ~nro",l<>rln'" jh", nhn\f" ... '^ >: I V 't ~ ~IAT OPrformooln (1C'cordance With the aDDroved Dlans. specifications. and reQulatorv requirements ~~KrazaIl & Associates, Inc. , ,,-. FIELD REPORT NO: ;. .<:; GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINfERING CONSTRUCTION T ESTlNG AND INSPECTION DATE b -,S'. 0(; PROJECT # If; C {, - v..s- /39 PROJECT . c., "~c. i,l,-jt../L .i., 7.t!e-11 IlL #. LOCATION. /Jin. ;;{..L.4a~/j,j3Jj,., /1(.(,1,,# KRAZAN PROJECT MANAGER . .ff}. /l. !/ ~/l1 cl JURISDICTION c:'/7"'7 cr /f: PERMIT # tit c;Y INSPECTOR' /i'. 7# ,r;/'Y} WEATHER' ,/ / ( TEMP t. ]" CONTRACTOR. A'.IV ~ / t,6f f(;(4Z/l,J .I0t/ t/,.) .S';?''!! 7'///-5' !7'/p;!/,f //.5 ".f;(c,)tt;fS/I.5# ./?'i C.;>,.) 7/</1 C. 7C ~ rv,re. sh c 14 G l;.y .>/I.fc //0...1 . !1' /f/t z4".,) /f.6/ I;J.>-//.!c/L~ ('; m.tf. / /// -6 /27,~ C Sf~;{t 5/"",0' S ///1/,7' c;ll/J iJ,.) 2,,,, L#t/,6t,. c? wtL#J!~ r~ .L~~;;.;!~ //,;Jtf.tlf /l..-./L? 1fJ!i1/h We 115- I~?'/?? ;<~()I J..cv',tt ctt/ls Wk-L#t5/ 1# (Je/f'n W,6~.:s r.e;1;1? /C-f -' L ,;J,6 r-f 4",,1P? /A J. tlr/ CL//$ tlrl ..2.,..I,tl L;ftl.ttL. /2.. L,;"'t! W}5c//# T,}' j.lf~~;!.~ /l,.Jt.ttE /I,/;f' I?~I'I/h tJ,e;:!.f /;ePP7 1-1-5 //;,/# ~"p/ L it/if-I- C (.1/5 W'J!L.~e;j1 r,;; d.h?/'? we!!.! rttty;" II-:r: 4/?L.-45 A.,fc~/ 4!1 ~t) jJ'/;eT j. J/1G/~5tJ",) wl4.ff.o, #' tv LfJt/S7 W/itl I oy}"11 ;f?/r:-6-s. wl;(6, t.<-.J6tP'.s h"f~L,CJ /E~ ~~;o) d,t-// 7.fJ L tJ~~, I Equipment/Asset Number(s): To the best of my knowledge. the aboVf@WAS NOT performed In accordance wrth the approved plans, speclficahons. and regulatory requirements - - Technician' ff ~ ~'-t} -, ~ Serving the Western United States Supellntendent/RepresentatlVe" ISO! Fudd RC'pvrt (/0(.. RC:'I~l(ln I Fffct.It\1: natc 51}.5IOS ....~ _t _.~. n ~ I~ I ,h.. ....""...... ................,. r"T ,,,-, ,.y, 1".",. ,,~,' ", ,1... ,.I,,'nl Th,.. l'I"nnrt m.\ noll'-l\"nll'Kluccd 1Il1ll1V [onn.1I without the: wnUen pcnm~!>lOn Ollhc lhent and KrdL:l.n .t.A"OCI,ltC\ ~~Krazan. & Associates, Inc. FIELD REPORT NO. 6 ;:~ II G ~1 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENQNEERING CONS TRUCTION TESTING AND INSPECTION DATE '? ..f f.A..M .2~o ~ CONTRACTOR t!,(J11IJ PROJECT #. /,,~ -OJ'I :J <; JURISDICTION Pr A-K~#ltC5 PROJECT ,$?:.I4A1GI!: hAd) 7"4:cJ,JN'U.IJ'H~ I(../). PERMIT # "It/, 'tB LOCATION 1'$"ION'5U&h Cb~~ E.. INSPECTOR ~ S~.e'" r' KRAZAN PROJECT MANAGER. ...:r$ WEATHER (1 C~..(T TEMP ~c) ~ GAl ~;,rE 1'2J V~,<,,~y "t!JrA'L~>>III-L ~EH(;H """'ilL B'Ae/(',/l& /N L Asr sn'J'€ ,,& ZONtG'~. ex04t/ArLLJ IVAnur: &;,/~5 d&/N~ PLJfc.t::IJ ,IV LI '1:~ A~/J1/L t,;;,a;7#L~mII& L.I'N~ ~. ,&"..,-"".. .&'LtbLJLA ;'.IV "6;4 ~AlI4~G:L I , 5~,t:.. ~4A/~/~~ ,,;:- J';,~r~ "t:'/NL ~ANLJ uNrAl S&l'dfHT ta4At/#'" ~I#Nr~lVT: MA1'i~R/i'L. IS ~l/~N~r 8Ll!.d~ tfI/Z "': e1"'r~#I4UH1. ""'l#fS~ r..i6Ni7'iEN?;' 6NrJlUf'~ft. /" UuNt& JJ4Ut'#tJZ l4f"IAN~A Nt/.€ ,oAk, 4#1 iTh'dAbUtlAll. Y' ClJlIl4jJAL.1''''''"tf r/~i!- n ..,. ,t)~Nr' ANA U.N~G&tu-~ 'U/II'I1/YMN ~ rlA-/'l5A/Ac. eJ-A-5 ?7{.$r..!,:) W/r'N ~ II PIA#tLIXI2. "'''INrLA Jnrr~ ,11('0,1) "tAh'/)~ I,.," t~. t,~" AJ-/ rttl ~EUtl.n"'~ -"&'A"L 7/2.A 'r/~N.f 1f'"I: ~::2" J9."'6A~L.. "'/#1'1' 7N"'/cPr~S A -r~'''ilMt4A1LY alll",t#At::-?/C./J L:LJAd)/f"/dN ~ r/hs 't>,L r'f"I't!. I EquipmenVAsset Number(s): - --- To the best of my knowledge. the above(f$i?/ WAS NOT performed In accordance with the approved plans. specifications. and regulatory requirements Technician 4- {~ Serving the Western United States 1! Superintendent/Representative' 1501 rlefd Rr:/lfm d"1( RcVl~IOI\ I Effective Dale 5n5105 1'hP IIIfrmMht'lf1 nmvull'11 nn lhllt n'nnlt 1~ IlIl'IMrrd fnr Ihe cxclublve use oflhc chent ThiS Jeport may nol be reproduced In .my formal Without the wntten penUlS~lon of the chent and Kr.lldll & AS~oclateb & Associates I I n c. ERlNG . ENVIRONMENTAL ENGINEERING G AND INSPECTION CONTRACTOR FIELD REPORT NO' G 2 (] 68 ()~JlMl) ....... I~'~"''' ~~J<razaI1 & Associates, Inc FIELD REPORT NO' ~ j J , " 1) GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE t.. / 2 ~ // b PROJECT # i.flt - 0,)'/31 PROJECT . C, ,rut..;c"t -l> 7;/1.'17. Lf2A LOCATION I,)" cJ 2 L. (.,4 u tf i~.>'I.:'n.J Ifl- !lIP. KRAZAN PROJECT MANAGER J. .I7J, fi' CONTRACTOR JURISDICTION PERMIT # INSPECTOR WEATHER t/ 6m 0 C/1-1 c:'r ,/J- h-v{r.dLifJ' k-;; <-f g; , /47bfr7 c. t.e/l X TEMP h_5 tV )(;(,1 c,4.nJ ~!/ tf/,.) ..sirL T/I"j P;~/L /IS ,,-c-:: 6.)z{I.!S;/~.?7 .tf't; Cv,n)/Jf/lcre.9~ IS.~ W;!L#/;J? 1.w.>/fEcJ>,,;,.J. f(;(/9z/,?;J ~t!'-/ /;.-JS/'Et:::TL-,c? " , ..5,/,'(; II L ~,r;, 4 ArJt.l.,! AN/-? j;;. C .9"", // t e1/.=:. , c. /YJ,er/1 CLI'/ Wt5t.:PJ 1'"& iV';.:.6' t5N :2.,..,,4 ,L It I/e. L .4;lL:. (r;) ..57c,eL ..>J#~ /1 :J/lfC!//VIe,.)/ C.L,;~ W6t~S J"7;> 1!.JE/ffr1 W~;C? /1.-.1.:1 J..6IJGr-~ A~tt;.! A&J/e w/)Ifl.JI.v'S &;...J .lfnr LLveL .4/ )2//-k'r,f' /J,.,~ /2./ &-. J - G. 7 /1i<L. C6Jr,/ILI'::'/"~. ALL wcL~ /L.4C/-,fl ~4;t.. /LIlJ ArJ.:J fi? C.?I.fl/:. ..rite. ~L//1d] b/~ ;: CJ,;:? #'-.5'1 I~"/. ;en/" L~vJE.L 9-b /2 LI;";'€'{ /9fi'd ;.7~T.4IL 2 .p 3/'-1-12. t./;:t.#/-;f:~ /<ri.CCJ~#J v;J AL.~ WIn,,- Jr/f/lz/9A1 I Equipment/Asset Number(s). To the best of my knowledge. the abOV@ WAS NOT performed In accordance with the approved plans. specifications, and regulatory requ"emenls Superintendent/Representative Technician: C~ d ~ Serving the Western United States /501 l'1t'fftR('/uJ//tlm RC"l'~mn I EffccllVt::D<lte'inSf(JS Th.. mrnl1lUlll0n 1)411,..1(,11 Olllhlll I'Cllot11l> nrco.u'Cd ror the eXdUSI\C 1I\e orl~ chent TIllS report may lIol be reproducLd 10 lln) formnt \Vllhollllhe wnucll pcr1l11l>\I0n 01 the l..hent nod Kr.lldll & A,)ocmtL~ Page 8 , & Associates, Inc. FIELD REPORT NO: r3? 07 :3 . FNVIRONMI=NTAI FN(;JNFFRINr. .:~Kr ~ azaIl & Associates, Inc. FIELD REPORT NO: f) 2 ~ 13 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE, If . I 5-"" ~ {) & PROJECT#iOb - Cf I:J i PROJECT . 'C r.S C I)[N' c;t "'?leI!. tJL~ LOCATION' I Iv 2. IE. L At?t ",(!t4j,tE,J #1. 1./1;1. KRAZAN PROJECT MANAGER' . /J7. fJ. CONTRACTOR tI~J1~~ JURISDICTION C;l",? 0/ /;r; /'1"vl,?eLI!S PERMIH tG / t ~ r' INSPECTOR /1 ~ d?tP /J'I WEATHER t:?~c TEMP t c? ~, /fA/! 2,,11;,) ;(c / tl.J 511'6' r/,tij R/f'/;,f ./1...r .KLaN~~//,tJ Ify C.J,.-.Jr~4'c-/p/ /~;t W~t /I~C" J N) /'-t!'cTb/(. J1'i\/1 ZAnJ fftf /!' /~ I' r.ec T,€',fJ C ,,{,GJ r&/~m.1l#' .r TeEt S/tf,;7 AIIAcl-/P1~JN'/ C l/;45 Wt!t#1!4 /0 If'eA'1'J.? Wit,;? A;J~ L.6tJle~ Adt.Lc 2.-./4 A,./Ll Jt.7~1/ ).!fl/eL I /tt!t!. tJ/~LP'f /L..dCeLJ ;11,< //./'Iy A.nI~ Ah/ S' d/ / c /trI.!AI/1, ,tit t. Ut5t,,;?..{ C~tfi?,-?L.Iff//Ed / .;(tJ Jr) .1 L );';15 l' f..I ,(nA t /1 E '" ;",6 I EqUipment/Asset Number(s): To the best of my knowledge. the abo~ps NOT performed In accordance With the approved plans, specifications, and regulatory requirements reChnlClon,Cbp ~ ,A ~ ZJ. l~~ . Serving the Western United States Superinlendenl/Representallve' 15011</rldRep0l1cloc Re\L!olon I l:.ffectl\"C Dolle SI2~105 .".. Infnrm~tltvllllm,/I"III,nlhl'i ri'nnrl,,, m~nrOO fm the l;!,<dUSIVC u~e orthe chent fhlS repurt mdV not be reproduced In .In) fOllUlIl wltl10ullhe wntten penmsslOll oftbe thent and Knvan & A~soclate\ ~KrazaIl & Associates, Inc. FIELD REPORT NO: GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION T ESTlNG AND INSPECTION DATE' f;" (' ':: "( J G PROJECT #' /~;Y. c.).', / 3 ') PROJECT ./',:S'/1-'iJL~ ,':.( j L,_ j LOCATION /./ /J KRAZAN PROJECT MANAGER. ,T,>:7l /-5 CONTRACTOR- '1!:r".t:(_ JURISDICTION: flY)./? PERMIT # (1 ./ I'l ?' (4-:> INSPECTOR ./{ 'L.r! '. WEATHER () ( J' t./>t//?:1 ~ ) ;; /", J J [f./ , . l-U fE' I TEMP (;<) c.---- _, /:/f., 'S,r ? t?-" 7/-i~.)-;-:r,.,\. (~ /~7:~;/('" /,,,,- . i .0'..4:'.K P I Q /)f }~)(.~ _ "",--,6-)...,' ;'~~I:.~ ;,. ;"of '-~; r>.. // ;-s*~ -"'-~ p:'t)R l...LWL.L$ ,//1./ p('uc;rc.(~ ,;:<",,/:,' #A'~.. 'fJ.t!Pc~ V'5t1?o wAS ~9;)..CJ~, /'--?:<.CJ ~/rr..3;t.?r I'/. c? /1;tI.57Vrte€-. ? ~Rt"b~~/) <l /A/ .I""~.e ,t)p'/vS/7Y r~:;;7"':::. ~LL. ~~ 75 ///d'r '/-'>", '7.5 ~ (' -P'~""'.R-e 7?n'V\. J Jif'P~./ rP~..n-,~ ...s&~. ~~Akf;/7Y R~ #- /;(66'~ F7'J1e t~c;/r:=-,.,.C > //lJ ~/nA-n~r Cl:>h1 ~7 /i)~ ~y I ~~ Kf'P~ 7l/~ c..a-;/7?l~r1-r:'J;c.+".e \ D f./ u... ;,:) A;:'C; . I Equipment/Asset Number(s): To the best of my knowledge. the abov@J WNi NOT performed In accordance with the approved plans. .!'f?<:J.Clficohons. and regulatory requirements Supenntendent/Representahve: ~ Technician ~~ ,~ '-, 1'/ /// ~/LI (, L.,'__. f" ;0,1/1 _ Serving the Western United States qt 1501 hefd R(!/JQf1 dol' RCVI~lon J .J t bffechve Date 5/25m5 The mCorm.1!IOIl proVided on Ihu. report,.'\ prepa,,'d,t'oYlhe CJiclusl\'c use oflhc Lhcnl lhlS report may not be rt'pnxluced In /lny fOlma! wIlhoullhe written pcnmMolon 0(100 chent and KT.lLlln &; Assoct.lle-. - 10605139-062806. df & Associates, Inc. COMPACTION REPORT NO.: 126 G f3 til/lt 'j CONTRACTOR' ----1L_~L__ - .----.- /1 . , ~,,~ PERMIT NO' ,c" / (, -(-.::1 INSPECTOR }/'; / (I." I' I {-./ 'I ,t f ~KrazaI1 & Associates, Inc. FIELD REPORT NO: GeOTECHNICAL ENGINEERING . ENVIR.ONMENTAl ENGINEERING CONSTRUCTION T ESTtNG AND INSPECTION DATE c:/n /00 PROJECT# /U&.J' . dS/39 PROJECT S;C/evC';:- /tv,1i) T1iCH fc-,...'IN5lJLA LOCATION' fvR..T AJV&;:::Lc;.:-S KRAZAN PROJECT MANAGER. ....i t'V\B> CbL..PERMIT # INSPECTOR WEATHER CONTRACTOR '-!e}'V\o / IIA-Ni?a'2. L.l P JURISDICTION: Cli....f 6F .p~T A+J6€Lc:~ .-fu Iii( ~~ I (0 '-Ie ,}f.)/tN Wt-lfl'b C 1.F.I'J a... TEMP' 05 J.::..M~ ~ <G \ ~ ~ L/6tfT 6IJ6G" r/J..A..JI11)/J(;r fXJe'U:J ) IVSrEcT!DN t. '/(INFS f)fl71::.'""'D II :3 'tJ> LOCA no-AJ'S IIc)Q./FI8) ~ 2. .110 Lc'VCL AN)) l<ooF: /7- L-IIJE I~R.c)'Z1 E TO I~ 9 t..{"J~ F/.1..uyVf G'" TO 8, '3, 13. 3 L/NC,'- r-~ '1 TO i c:J, / [1, i-I fVc F7QoyvJ II ':;-0 / '2 e . , W8-/Jt.12.. {JAm.' /'"o/f"~J" ,8/dr,WN W073htf LT C:n4l,€ ec-rz..r Rl+tJOY Y()J}JCE - LETTe:<. //c.I2JFIt:.7> I'A>>tNG- L/6ur GA6e: t<,It::.L.tJ~ s Exf'b/l.1 r/2<)'YVl SiErUr/O CSn4rfJAIxJAJ CI'lTV Bz:: J/t;."'12(Frt;7) ,4, tvA-&, 300 ~58G-(, '725, I Equipment/Asset Number(s): To the best of my knowledge, the abov~ WAS NOT performed In accordance with the approved plans. SpecrficatlOns. and regulatolY reqUirements '"""""'''",'_h~' . '"d''''' SlJ Serving the Western /50/ FIeld Report doc Rel/lSIOn I EtIeetl\'c Ddlc ~I25JO'i The mform.allOn proVIded on lb... reoort " DJt:oaretl fur (he exduSlvc U\C or lhe I,.henl TIus reporl may not be n..-pmduced In any format Without the wnllen penmS,'lon of lbe ullml and Knltllll & A....;Ocldte\ ~ssage Page 1 of3 Steve Parshall From: Owen M Kohashi [okohashl@mka.com] Sent: Friday, July 14, 20064:05 PM To: Richard Johnson Cc: Rodney Broome; Steve Parshall Subject: RE. Hiltl ONI pinS Into Steel Rich - Took a look at this and also talked to Steve When I read table 3, it gives a minimUm, but no maximum I assumed that It was limited to the maximum thicknesses as shown on table 1, as leBO reports are based on actual testing and to go outside the tested range is usually not allowed The Hilti engineer says In the emalls below that X-ONI pinS In 5/8" thick HSS steel will provide the values shown In Table 3, so their use will be fine with us The length can be whatever IS recommended by Hlltl to get the penetration required for those values Owen Owen M. Kohashi, P.E. Senior Associate okohashi@mka.com Magnusson K1emencic Associates 1301 Fifth Avenue, Suite 3200 Seattle, WA 98101-2699 T: 206-292-1200, F: 206-292-1201 From: Steve Parshall [mailto:SteveP@vemo.com] Sent: Friday, July 14, 2006 2:50 PM To: Richard Johnson Cc: Owen M. Kohashi; RodneyB@VEMO.com Subject: FW: Hilti DN! pins into Steel RIch/Owen It looks like the X-ONI does work for 5/8. can we go back to the X-ONI X 2.25" (not the 2 75 as shown on draWings) Let me know what you think. Steve Parshall Supermtendent The Verno Company 360-417-7998 fax 360-417-6216 Cell 206-459-5680 From: Nordstrom Timothy [mailto:Timothy.Nordstrom@hilti.com] Sent: Friday, July 14, 2006 1:04 PM To: Steve Parshall Cc: Matthews, Robert Subject: RE: Hilti DN! pins into Steel Steve, Table 3 of the report I sent has values for wood members attached to steel The minimum thickness of steel IS 3/8" If the actual tube is 5/8", that is better The only other limitation mentioned In the report IS If the steel is 3/4" or thicker then the nail penetration needs to 7/l 7/2006 _""'~~ _m """'''"' . "" - Peninsula Colle e Science Tech.Bld Pag~ &$- f.)'31} From: Kelli Eastman <KeIliEastman@KRAZAN.com> To: "Jim Lierly G1ierly@cityofpa.us)" <jlierly@cityofpa.us>, Rich Johnson - LMN Architects <rjohnson@lmnarchitects.com>, Owen Kohashi - Magnusson Klemencic <okohashi@mka.com>, "Rodney B. - The Vemo Company" <rodneyb@vemo.com>, David Wegener - Peninsula College <davldw@pcadmin.ctc.edu>, Steve Parshall- The Vemo Company <stevep@vemo.com>, "James Coplan- WASt. Dept. of GA" <jcoplan@ga.wa.gov> Date: 7/31/064:17PM Subject: Peninsula College Science Tech.Bldg. J 5" (J ~ F l ~&J(2..,O~,.J Attached are reports for the referenced project. Please let me know if you need anything further. Thank you, Kelli Eastman Administrative Assistant filE Krazan & ASSOCiates, Inc. 20714 State Highway 305 NE Ste 3C Poulsbo, Washington 98370 (360) 598-2126 Fax: (360) 598-2127 ~I<razarl & ASSOCIA TES, I NC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION EMAIL ALL REPORTS July 28, 2006 KAProjectNo 106-05\39 WASt Dept. of GA E & A Svcs. James Copland PO Box 4 I 0 12 Olympia, WA 98514-1012 RE: Peninsula College Science Tech. Bldg./Pt. Angeles, W A Dear Mr Copland In accordance with your request and authOrIzation, the following test data are presented on the followmg reports, which are enclosed: June 22 July 7 July 25 Concrete Report No. 10918 Welding InspectIOn Report No. 7680 Field Report No. 70791 Referenced concrete reports and compressIve strength data will be mailed following 28-day tests, If applIcable. If you have any questions, or if we can be of further assistance, please do not hesItate to contact our office Respectfully submitted, Z---. J'~ Penn Seely, Laboratory Manager Penmsula Division PS pm Enclosures Cc CIty ofPt Angeles -JIm L.erly LMN Architects - RIch Johnson Magnusson Klemenclc - Owen Kohashl Penmsula College - DaVid Wegener The Verno Co - Steve Parshall Zenovlc & Assoc - Steve Zenovlc Verno Co - Rodney B With Offices Serving The Western United States 20714 State Hwy 305 NE, SUIte 3C. Poulsbo, Washmgton 98370. (360) 598-2126. Fax. (360) 598-2127 Pa 20714 State Hwy. 305 N E SUite 3C, Poulsbo, WA 98370 (360)-598-2126 P 10644 Pour Date 6/22/2006 Report No 10918 WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 TO Krazan and Associates, Inc. Vema/Owner Rep. Building Official Pagel3 DATE 7/7/06 NO. 7680 PROJECT Peninsula College, Tech. Bldg. LOCATION Port Angeles WA CONTRACTOR Vema OWNER PC WEATHER Clear TEMP. 63 F PRESENT AT SITE Vema, Vanderlip (light gauge welders) PERMIT NO. 61648 Krazan Job No 106-05-139 SPECIAL WELDING INSPECTION Requested by KraZaIl for visual (V r) 1I1spectlOn of completed lIght gauge steel stud weld~ at the pi oject Arnved at the site 1330 hours, 7/7/06. Met with the superintendent of the steel stud erectors/welders. Reviewed weld details pel 2,3/A 411, Sections 4,5 Stud Installation, SSD 004, and COP 59 Findings Area inspected within GLs D.5-Jxl-3.9, second floor level to roof level, above and below window openings, Technology Building. 2 Weldll1g by WABO certified light gauge welders, FCA W-S, E71 T-GS electrode wue (.035 diameter). 3 VT lI1spected light gauge clips welded to beams, fillet welds. 4. Inspected welds conform to details, specifications and VT critella per A WS D 1 3 Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIGN~~____ ~~KrazaIl & Associates, Inc, FIELD REPORT NO' GEOTECHN!CAl ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION :A5~ DATE '/.-" ~.- Ob PROJECT # / () ~ - (~) ...s/2Q PROJECT' !5MNIJ.:'J,sUi..../-7 'c /)j..L,*(';~--: LOCATION f!-A . KRAZAN PROJECT MANAGER ~'r/n6 v CONTRACTOR JURISDICTION' PERMIT #, INSPECTOR WEATHER j/'p/.??'.? c? /.? .../-l. b/b4?, \C:?/~'- (1&c?L-/L.~ / TEMP .cYAJ ,SIne.- PtJ<i!? )';?Jt>,fif!r/7e 6~;1P"'-/,..7(:., /J;gT/"'J/'^-'~tJ / 6"~,P4ff 0/;:' /"l?IJ.<'77;:;e ht;!ul) /?;';;7~/e :-::s ,>l)(9-- f./Y~r "-'tUl'7.e..> /:::::8.,f>J C tU;YJ/;J?fiJ.c~ //../-G._ 'r~<'Tn.J t;. ~ ")~~ r ~(,J.V rR.#.--e:. RIf /,P~'f..If:- ;;{ 7/1 "'2..- /~R Grt<?c;IPr(' /~(.-.:;<J~/1Tr(.)'4 Rf.?;c,(I<-1S &).::= c-CJ/;Y1~,I'f:,p'5-s((J -.....J 773675 .-r7') PC:)Le:....t>c,,(,) h ) 2:'"8 [)rix d- vI -;;:X')//2- I EqUipment/Asset Number(s): To the best of my knowledge. the abovewwAS NOT performed In accordance with the approved plans. specifications. and regulatory requirements Superintendent/Representative: Technician: (1~ p I~ Serving the Western United States t 150/ frcltlRcpm1doc RC\'I\lonl Effet.llVeDatc 512')/0') The ulfon1l8tlOll proVllJed (In Ihlll repurllS prepnml fOl !he cx.c1uMve use of the (.hent Thl:i n:)XJ11 mil)' not he reproduced III any fomlRI wlthuut lhe Wrlltcn pernus:i1on of the client and Kr.wm & A'Wl.l.ltes 1rIc3^mes Lierl~ - \JVin~()\V=~ader & sill cales 06-0519.pdf =- .. ::= , .:. ~== = -.=:= ,PagiIlJ \, MAGNUSSON I KLEMENCIC ASSOCIATES ---.-- Structural + Civil Engineers SHEET CUEN! , uDATL t;, III ^'_ BY AMt'- 1 . James Lierly- - Window header & sill cales 06-0519. df Colley [ccolley@LMNArchitects.com) ay, May 23, 2005 3:00 PM ashi@mka.com druple check of the window framing... Pagej2! \,.-1 ea~A Vt€b~. ~"~I'!,,"'HJ(2.- ~)U 3~'! tlA" e. Co' ~ -; 'l. S 11.1.-'\-'t vtr ,"" e'l f ~...... (~).t I just wanted to quadruple check the framing at the windows of the scL and tech. wings... These two drawings are from 21A411 (and correspond to 8/8413) I was wondering what the gauge of those kickers would be... how you would design the header... how the kickers would work at the first floor window head...etc. \00 /.A(l\ o:rn c.. .. 30' :rw .. (J'S:'" t ( A ... \0 ~'l'" -r er,..... ...-1. 'T 4- f""z,r_,-Co.',s)I,lr(I.'3f')o.11 r~f'", ~ 10'1' Ie. '1",0 rl.l" ~~~&. 't-~' ~1u> rllf" \.? " 'Z. (1'1.-) 1'"112.-" \1). 'L- ~ a. \rp" "t. ~ \"\ , ~~~...~ . (Ilq (h.) t-(fl.,'" ()'-' :- ~r: *~ ~ ~ 'Z,...'l.t ? r..~sl,.~-4~ cc...G*) MIt,,:~{j,."t/'I,;2.-~lJo P'C.. t. ,.J r Thanks.... Chris t~ \~ .~1 ----7 t .lltJ 'l.1!' ~ 4() )\ l.~ .. 21)0 ~ ~ - .L' .VJ ~/~ ,~~ - - l ~t V~6- 41) r<.r ~ It..t> (\,f'" ~... "z., ~/# ~ ~H.fHVF A. " ~ (,.l'S)(..tr.~ r () Sl).'\S:to - X. '.>;K '~'_!' o~ ~ ~ t ".$ , --?ic! .11.2 '" ~\ ~ J~ z,,~ N' - . '\t. .'VI 'If+- b '" ~.~ (%)/L - ~". ~61- I .t .t~t1 ~ ~ 't!fS (\'\..)... ,.. ,,' .o.~ ().lIf;/ ~::. i6C-> ~# z..'l~'~ If 'J.n I../~-run \/ ~. -~" ": Pag~ IfJames Lierl~ - Window header & sill ~alcs 06-0519.pdf "~== Design Sheet u T-I"t ,"~.j MAGNUSSON KLEMENCIC ASSOCIATES I . u Strvclvral + CMI Engin.... (J C t.. S, .,... SHEET BY ~~ PROJECT LOCATION CUENT DATE 4- ~r~ 'M~~~ -, . #( S'~ , ~ t-~" ~ h~~S (,J'" \0 ~lf ~~' """ 40 ~ " 40 1'1.1f \..v l( t. ~ '" -z.o fVf t;Q rV(' v-:.o.Of,e,(tfrtt'~)~ l,)t,.k \Il-..O.O'- (tfr-'ye" \f4I-,1,.la.I'"., o fIST ('2)~sn*"-~~ ~f ~ ~or , 1r"'2.(o..~~)...~,tl~ ,:.... A'?~"''' ~.. ",~~ (~.,l')oa ~2-1- r.. b.~ (~'l t - ~ f\ ~ \1-~ "l. Avz,;, ,. "15.4' Ie-!; ft .~! k: ~-o.He' ~r, D]t. ..,.....,- t)-= \tx ~ '1 sf' ~: ~J,.(Or"l.) l.rdLI) -- 11. \"lif 1>. \'<- ,..... ........- J~ ~~ 1+' tf\~ I ~f ~r e ('~ ~.t:. (".)~ Sl\l-+~ fk" 0."1'\ lrZ. J.4r1-t- ~J,~" --- ~~\ ...3 ~~<: - ~'" t.,t\'.. ,"lk. ~~ ~ ~.. 1,~'!.-!{1t" (p.,t ~ ~ s~~ ~ W~~ r~ ~ ~.I\:.f{-l-l.- 'Ie" ~ -- ;W<fJ+-Ii:, ( "tA'f(fa.'2. ~ ,.. -i It lv) ~o r \~ -41 A" 'tC(),'Vj~) .. o~r.. Oft.. ..u ~~s ~ .(-,~/.I~'" 7.... .\ 4" s-,~ ... '" ~ ~+ 1\( o If::fam~s Lierl~ - Wind~ header &~ill c~lcs 06-0~19.edf .~M ==-~ PagiiJl If t..- ... 12.' V '" 6. ~lo k.. I H - ''7-.1.. J..\~ -4 "'Sf.>.- W"1> tM ~lK ~ ~ I If- \....... 1.4'. "~/J.-:t-,.. "- , ~.. c:.1.~ ~~ (~)(,O'O H\1-", I ~... '2.. (.,~\.)~/!),"U~ J.. ..~.,'" ~... oz..,-.ti ~.. . 1..II.<-t; .. (J.f) & f".t 4 :l=. .., 'Jt.. ":f- b. .. tJ. O'"l." ,.,...., (to) ~ 'In- -","1 ,)~~ ~'N'>I ~"... "~~~ "'" ~.. ~\,- V~.. l'~ 4- ~ \. cO.~ 1.1'~o '=' ';.'=> ...,... 10 s~t ~ ~~ t. ~ .~? a \." ~ I.\'to ~ tu.-t. /4 "'1...1. o .... ~ E.t It <:lr \eo\ ~ 0; 6.. ,'W'" 't'" 1> )( ~ ~ .... ~l(' l'Vf ,c.. l,~\'\"f ""''f''r t\K (4\~ I.n--( .... 4. Go' () f. ~ sA-t ~ I " .Co. rvr,c. AfrO ~ R"l- ~ ~ ~~ ~ f.& 'P 2.."" \.. o TECHNICAL ~~Krazarl & ASSOCIA TES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION EMAIL ALL REPORTS December 18, 2006 KA Project No.: 106-05139 WASt. Dept. of GA E & A Svcs. James Copland PO Box 41012 Olympia, WA 98514-1012 RE: Peninsula College Science Tech. Bldg./Pt. Angeles, W A Dear Mr. Copland: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: November 22 December 12 Field Report No. 69723 Welding Inspection Report No. 7795 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~j'~ Penn Seely, Laboratory Manager Peninsula Division PS: pm Enclosures Cc: City of Pt. Angeles -Jim Lierly LMN Architects - Rich Johnson Magnusson Klemencic - Owen Kohashi Peninsula College - David Wegener The Verno Co. - Steve Parshall Zenovic & Assoc. - Steve Zenovic Verno Co. - Rodney B. With Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370 . (360) 598-2126 . Fax: (360) 598-2127 'I:-- lI) ~ 'P ~ )- ~ .., ... e- i ~ '- c;' ~ ~i1Krazan & Associates, Inc. FIELD REPORT NO: ...., ~. ., GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ,..f.e..-<. "-7/."htkir /(y-f t),-+ /II()~ 1.7 5/5 CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: DATE: Ji - 2-2- ~ D b PROJECT #: J 0 - D.5' J 3'1 PROJECT: {> K....11; &.,.,J' l-t I ~i\ L'Cj/f el U LOCATION: (Jt:>r+ 1l14e-~ if KRAZAN PROJECT MANAGER: . i:h~ ~o~~;::..t; "~hq:,t'j~~tR..~/ fJq~ I-rlALt,. ~,,-I . ~~S2-; 5;;; "'.) r~'\ -f~~aw. 4.d- IAN~f I n 5 ; _ +d __ I) - 2 C'J -. _ _... I Equipment/Asset Number(s): To the best of my knowledge. the abo~~/>$ NOT performed in accordance with the approved plans. specifications. and regulatory requirements. . T~ t:~LJ Serving the Western United States ~ Superintendent/Representative: J 501 Field Repot1.doc Revision I Effective Dale: 5/25105 The information provided on this repon is prepared for the exclusive use of the client. This repln may nol be reproduced in any fonnat without the wrilten permission of Ihe client and Kra1.an & Associates. WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697~1771 FAX (360) 697~7316 DATE 12/12106 NO. 7795 PROJECT Peninsula College Sci. & Tech. Buildings LOCATION Port Angeles WA CONTRACTOR VEMO OWNER PC WEATHER Cloudy TEMP. 38F PRESENT AT SITE Contractor, Inland Glass welder PERMIT NO. 61648 TO Krazan and Associates, Inc. VEMO/Owner Rep. Building Official Krazan Job No. 106-05-139 SPECIAL WELDING INSPECTION Arrived at the site 0830 hours, 12/12/06, for continuing periodic visual welding inspection. VT (visual) inspected completed fillet welds, angle support members for glass curtain wall. Locations: 2nd level, 13 members, GL Kx4-6, I st level, 2 flat plate bent strap members, GL K-J.2x1.7, 2nd level corner angle support members (2), GL 1.lxK, 2nd level, 15 angle support members, GL J.2-Kx12.5. Support members welded to structural W-beams. Findings: 1. Welding by Inland Glass welder, A WS certified, SMA W, E70 18 electrodes. 2. 13 members, GL Kx4-6, 2nd level, acceptable. 3. 2 members, GL K-J.2xl.7, 1 st level, acceptable. 4. 2 members, GL 1.1 xK, 2nd level, corner supports, rough appearing welds, limited access for welding, fusion appears adequate, additional weld added, OK. 5. 15 members, GL J.2-KxI2.5, 2nd level, acceptable. 6. Inspection per details and A WS D 1.1 VT criteria. Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIGNE ~KrazaI1 & Associates, Inc. . GEOTECHNICAL ENGINEERING . ENVIRONMENTAL r'[lr. CONSTRUCTION TESTING AND INSPECTION r'l I: FIELD REPORT NO: 69721 I ' ~O y;' ,Vo, "2-7 ~ J :; C;I Ilhb.r ~Sk ~ DATE: . J I - 2~) - 0 ~ i CONTRACTOR: V /'"' /]/I {j PROJECT #: / D' /, -- J} u " ~ . ,{ J ~r1 JURISDICTION: C ,'+-1/ n-f,' f n r f AJ q r7 / <' ,( PROJECT: f1~ ~. Ih<. \ I U1.' C 6 (; LJ- e .- PERMIT #: (, /t/4.. 9 J LOCATION: f~'r f IJlif.<1IR 5' INSPECTOR: l!' 7 ~,l;;r,. Ai' rd , KRAZAN PROJECT MANAGER: ;fS WEATHER:_< Co (\/~___L - TEMP:~ 0 iJ r T -rr-. c; 110 / () j)" -/r'i -1-1 f) j n /, r-/k fo .: n ol/..R. C -f -fLy- '\~ / ;""12"..-. + r") 'y ,... (/' m'L /t:;~ a J-,d'2. .c on c t e-/-.e /J la L o:?~ J-1+ . . I ~ I 'f"r +t...;;. /.JLL.-+l,.I'-,R hall (/ I ~\ /"A,'I+-CA IJ - 5/~" -h/ !?JL.2" .. -' ~. , ) "/ / Sf-~ p / V .</ I',~ -f A 'r ('p h---~.;;' I'. + ,FJ (7 r {11 I /t l--J -~ ( s L Q.p+ 5 il2 / ) ~") f-q" I Q ) . ;~ 'i / ~ LJ p-1- /') c In.. L;) (' o' COt s+- I.<;-I-~ ;= ~ L; ho;; >" ~ /-1-"': 1';~;:;lrn / 'a:i~ r2 r ~ n, + _'2...... + ~ )' -I- }' S ~ "/ -' 1/ ,,_>> r: ,r r< 0 f ". y- 7- /I ~ ~ J..._ p'r '7 / ~ I;> -t:6 ~ +L.k' -f.I? (-+- v-~ r 1.,.1+ 5", )" 0' ~ 1 0 I p>> ,,-:J..,L I..t./,.IJ ( . ,. I r' - . . / - 6:'+ /ro IN.fJr; -;-6..J-~/. . / I . '''- 0 elk I", ".I -{Dr c-'-~p -fo( C2h~ f1i^fy\ ( 1-.. t -!- ! ~ " ~ d I ~) ~. {f -(-1- 'L l:J ': ,: 1+ -'-; ~ - (',I "<: Ii.'"" + / rJ :n ~"'h~ ~kll. d~~ ~-j:: ~~~/3/:nJAJf- ~ I L; y... " I [, ...'7 h . ~ ~::. ~ I I :' ,. _. ,I". ". A '., ~ f) ,'}J "'( I EquipmenVAsset NUmber(? To the best of my knowl~dge. the aboy::~ WAS NOT performed in accordance with the approved "plans: specifications. and regulatory reqUir~~ents. Technician: -1:;;--_ /J L iJ)' ------ - '::d / I 1.J' 1.:--:---- - ~ ffJ1 <("-'''' / ( v (/ -~- Serving the Western United States ", Si.iperintend~n!lR~pre..!e.n~ti~e~ 150/ Field Repon.doc Revision I Effective Date: 5125105 ~v _ CYLINDER ~1'-LaZan & Associates, Inc. REPORT NO.: 27513' , GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING <' , " f' (IlL + f\j () t q 7 2 I CONSTRUCTION TESTING AND INSPECTION ~ I ~ J (j(. IC-f(, f or I ~ DATE: SI~~ _ ~~/~ 11-2q -f1'1CONTRACTOR: V ""/"10 PROJECT #: J . . /~_,~ 'J}PERMIT NO.: hIe. '-1-9 " PROJECT: fit" . ~ ~ ~": ; ~~ INSPECTOR: -r,; h " ""1" t:. f C t...,.>: Ii LOCATION: f b V f fl,/-.. 3-R. (.i? 5 JURISDICTION: C J-f-;;/ ~, f tJ y t- {J J1. ~ Ie. Sv KRAZAN PROJECT MANAGER: WEATHER: P, C //\ V. d/ l/ TEM : ,r: 0 i Reported Batch Data CementType I 1 Design I Field Data Concrete r ~ Other I Supplier lt1 J, tY' / il r L61, c P +<:'1 Plant No. }, ---I ~ Jk '" 1>4 Site Mix 1 I --e Mix No. Cern. Ibs. <. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. ~ Water ----- Mix Air Unit Temp. Temp. Wt. . (F) (F) '(pet) 1~[I1J~1 - Slump Time Truck # Ticket # % Air (in) 18,' 15~~1 Aba 11/4g (~1121 ~ II 4-" --- Placement Area ;->:. Location / LJ2C fv.rR-: f..411 .//?, .bl': I--f; -vlf- )'Jq,.o +ypoU.- 1- (+Of 4^& j,6--JfoYh bf' -/711;/1- \..if '/0,1,) --- ---. Other .~ir En~ (oz/cwt.) --- ~+ 4- )"d( 0-( ,6VJ: If ~1 f {J,4-3 5qh,(; /2-d! +c~! (!-of' L/IJ Ie==- Please refer to Field Report No. ~kj,) (, yd s' 6172/ Remarks w Water Added on Job (gals.) Field Test Methods ASTM C1431z;;] ASTM C138 D ASTM clo641Z1 ASTM C173 D I ASTM C3l J8l C z.. i' &herE] tfoL" ~/I1~,y'.<"L~r'!( l&. I Inspector Design Strength I ~ (JtJ () I@ 28 days . Date Specimens Rec'd. I ax Comp.. . Tested Break . Laboratory Load ~ ,SetH ~~ ~est Method I~D~L.J ASTMC39 D IDDD ASTMC109 ,D 1000 ASTMC617 D IDDD ASTMC1231 D IDDD ASTMC1019 D IDDD Other I I. I I 4. Shear 1/ 1.5. Columnar (Split) DO > I Laboratory Data Cyl. Test Field Gode Date Cure ~ Dim. CJ~-2 L2J Lf- CJ '--I ~fl I- I I 2- Dfia I I[1;[]DD IIODD IIDDDI C.F. 101 101 101 101 101 101 Area Test Results R:~~~~sl ",." ~,esults Reviewed By D Conforming D Non-Conforming I Codes for Break Types: 1. Cone [ZJ 2. Cone & Split [] Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [6] 1__ _H___U -- --- - - I ~Krazan & Associates, Inc. FIELD REPORT NO: 696 83 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION l//n:? . .CONTRACTOR: _~l' JURISDICTION: PERMIT #: (;' / INSPECTOR: K5 /L.-L- WEATHER: ~ LhJ DATE: /D --:2 6r8 c,. PROJECT #: /c?G'" 6S Id; PROJECT: tP&~. ~ LOCATION: ':A- r- KRAZAN PROJECT MANAGER: /'~'~o..~.~r,.~ .~~ of' t./ 6 Ct-.. r.J ~tl' TEMP: ~;J v/u tL?/~ P8R .R~-~~L /?I/f;/tJ26r~.J1 ~",.../(~.R~~ . c6'~?J/~~c:., h7r/J) L.Arlr/tlJt~"uS //V6~C-'T~ tt)c/7 C~c/?~7? ~~~/YI~/J'r; /l/.?/,g~~ 8~ /OU/<~ /'?/lISAi3LJ f::~ ' ..8.Jf--r/~7V'-(' 1- :2.o~-' T-~c"G., /' . / (Je~CR/e~ //h1le.-~ 6"/ ~U/l/lr' 4/"t1.D ???~04/#A.lIC;~~Y ill ~dIJ; t)6G/e~t/,aJ P4At:;/~..Jb oP 0/ Y'MeI?S CJ/e /n / X ~ I -:::' q (4(; t:F2 0L/PPL/"t;P 1:;;'; d-Aj~4&S ~~j~" C 8vcret.z. E7L.. i --r:J$6'r~/:J ~/? 0:'<' LtlY7 ~ J r.eh7P~J.9 Tl-<;e~~ ,/7/R c t!JV T9Pr.:J T, ..4~o c4s/" / 6t?-r ot:i 4B#. ~'r C:YL/NP~r- ~6UL?:5 ~ /,J)m;:Je9-~5{.t:rT-J T.(?S{5 7V ~LLOu-) /~ ~"8 DI1Y':s '(?e~ ~C-R~T~ ,R~~T a ~72 .5-~ /~~ 6'PP;-ffu/,P/c J JlJ~j-n4r/~~ , ',,~- 1?e'8Te 1&t- ~4 /V'J) ~ jJM-ee~r: :/')0 o,~//1.....?rr b)(b t,()~/::Z /~/l~vr~~ ,/t-/.. L. ~.LJ9Ge /?7 4 ^-' '1S tJ9B..e P.;t<1' O~ c::-.tJ~ r- I [ EquipmenVAssel Number(s): Tech"'Clai~ _ :p Superintendent/Representative: /501 Field Report.(loc Revision I Effective Date: 5/25105 I The information provided on this report is prepared for the exclusive use of the c1i~nt. This report may not be reproduced in .my format without the wriuen pennission of the client and Krazan & AssociHtes. I _ ___-----.J ~ ~I<razan & Associates, Inc. CYLINDER REPORT NO.: 27255 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /0" A -; -VC- PROJECT#: ~/6/6"- os- /39' PROJECT: f.^Jr'Y ;ntol U C ...f)/> c- LOCATION: /'t:f1 - KRAZAN PROJECT MANAGER: \~ CONTRACTOR: PERMIT NO.: INSPECTOR: JURISDICTION: WEATHER: t/~ 6/64--7 rB/L ~ L/ ~ CJc- .v-J ( /f.:l ~ ~ TEMP: Field Data Concrete I VI Supplier I ~&(~ +- Other I ___ - I Plant No. I I Site Mix D I Mix Air Unit Slump Temp. Temp. Wt. Time Truck # Ticket # % Air (in) (F) (F) (pet) Ir~~ 1111.~t> II!~/)tl b,6 1l5+ ~~I -- t-- Placement Area Location fr;:J/~;;fI:J F~e BIl-rt+~,-s d ~ ?o 51 ?;;1.ok 6 A~O Ar 6 Remarks Il+~ y /11 {fft:..'PJ C4Jj'" 6~j?1...~ jPr 9"i 9f?> oP:- /'? ~ wlv=- /~/''5?~ Please refer to Field Report No. 0 2~ t2- ~ Inspector I Reported Batch Data CementType I I 7C I Design I I Actual I c:......-/ I Mix No. a::f Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. Water Other Air En!. (oz/cwt.) Water Added on Job (gals.) Field Test Methods ASTM C143 0 ASTM C138 0 ASTMc1064D ASTMc173D ASTMc31D otherD Laboratory Data Cyl. Test Field Code Date Cure ~ D' ~L2J ~l&1 ~~ DDCEJ DDD DDDI Rem"',,1 Results Reviewed By I Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +{- 8% @ 28 days Date Specimens Rec'd. I Camp.. Tested Break Laboratory ~ Set# ~~ Test Method I~DL-JL-J ASTMC39 D II IDI " I ASTMC109 D II IDDD ASTMC617. D II IDDD ASTMC1231 D II IDDD ASTMC1019 D II IDDD Other I I I I 4. Shear I / I 5. Columnar (Split) [[] Design Strength Max Area C.F. Load 101 101 101 101 101 101 Test Results D Conforming D Non-Conforming Date Reviewed I 3. Cone & Shear [] Associates, In c. FIELD REPORT NO: 70063 ~Krazan & GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION / /'JLL-- CONTRACTOR: i/~//.-~I /) JURISDICTION: /..L? PERMIT #: ?,' /:< .-::; ;? INSPECTOR: l~ /r:'" /._ WEATHER: (....) //.. //J~ ? ~ /. DATE: / (/ "J 0 h PROJECT #: ,/ ()6 ~ O~ )/;' ~J . PROJECT: ;:1,:-; Ii "1J,.5(/ f A LOCATION: ,f~ ;7. KRAZAN PROJECT MANAGER: ~-r-,) ~.Y'"Y.':': \,,' ,; .l:.::....J > / // "/ ' ) " ( /" OL--/ /'- /' TEMP: ~/../I c:: f5j1J ~ rr.:..,;;' f-:;-JK / / )/,V;-Y..-r-I' A .,J ('? /...::: .-, Ir-:. ,-,,-- ~_/~.....-=.... :' .l'~.'''':~~:':?/ ;;7'~,/~ )~ //>' i.~ ~n..v\,." j);~:;-T//"'\ D, ~ "1. };;/"''D y.. / B~ 1//~.-1-7 1-1'/-.. 1'::,)-0; j'/Qi. /:.;::,.') /;?e;?4i-?1':~/! ;'/~<..--: /'1-0/',-.-..' ~ " '-' / .A '<"<1#7 ') (,~ ' .J:// <:.. 7' T /)1/)1' l: I, 7/ , ~ /11 if:\ 1/ ),)/ t-f ..,,:.,~/r<..,~' ... "-/7/// JkL.f;7-;(( t.J::; k-;i 0 ,....- -:::::::---- "-~'1 ,,-. ( /1 j ,/ n. )/r?/?~, /:;'!:? /1"" ) ! ) 11-/2- i '" .' \....)"./--t /-;'7/.1 J I, )' , f x/ ,,,'7 '///-f~ /:::~ /; d 1,'~rl ~ r~.. -, TOr-: //) / /' I ~./~;.-;) /)/( / I~/:"''/O/) <. ..<7..0/)../ /..; /. /;>'. --7/ /,~ .;:; /-/'~~~... . / .... .'<,"',I,.~_!_- ,/)-"', /k:.C/.')1 I/'/ 7--r- r~. / r i)f.'_ /;//.~?I'-//") /.i J.4(_.~ " AECE\VCO TVC oel 0 3 2005 I EquipmenVAsset Number(s): To the best of my knowledge, the above V:;S)j WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements, Superintendent/Representative: Technician: /./ . ,/ ' t-.... I! J I / , '''-' I I '-1// ~, Serving the Western United States /50/ Field Reporr.do,' Revision I Effective Date: 5/25/05 The: information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any fannat without the wrinen permission of the client and Krazan & Associates. J james Liedy : Peninsula College" .... .............. .. ..... ~ From: Kelli Eastman <KelliEastman@KRAZAN.com> To: Jim Lierly - City of Port Angeles <jlierly@cityofpa.us>, Rich Johnson - LMN Architects <rjohnson@lmnarchitects.com>, Owen Kohashi - Magnusson Klemencic <okohashi@mka.com>, "Rodney B. - The Vemo Company" <rodneyb@vemo.com>, David Wegener - Peninsula College <davidw@pcadmin.ctc.edu>, Steve Parshall - The Vema Company <stevep@vemo.com>, "James Coplan- WA St. Dept. of GA" <jcoplan@ga.wa.gov>, Steve Zenovic - Zenovic & Associates <steve@zenovic.net> Date: 9/11/064:02PM Subject: Peninsula College Attached are results for the referenced project. Please let me know if you need anything further. Thank you, Kelli Eastman Administrative Assistant Krazan & Associates, Inc. 20714 State Highway 305 NE Ste 3C Poulsbo, Washington 98370 (360) 598-2126 Fax: (360) 598-2127 ~age1J ~ , ~ ~ ~ ~ ~ , ~ ~ ~ rJames L~ 1060513~f':091To6.ear-..:~---.'.=~"= ~~~'__'~'.,"' _'.,"~",_r'_ - _~__e~g~1JI ~I<razarl & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION EMAIL ALL REPORTS September II, 2006 KA Project No.: 106-05139 WA SI. Dep!. ofGA E & A Svcs. James Copland PO Box 41012 Olympia, WA 98514-1012 RE: Peninsnla Collegc Scicnce Tech. B1dg./Pt. Angeles, W A Dear Mr. Copland: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: July 25 August I August 2 August 24 August 25 August 28 August 29 August 30 August 31 Concrete Report No. 27112 Concrete Report No. 27376 - Concrete Report No. 27377 Concrete Report No. 27378 - Concrete RCpOlt No. 27379 Field Report No. 71043 - Density Report No. 14982 Field Report No. 70759 - Density Report No. 12918 Field Report No. 70473 - Density Report No. 14530 Field Report No. 71036 - Density Report No. 1293 I Field Report No. 71032 - Density Report No. 12938 Field Report No. 71029 - Density Report No. 12937 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully subm itted, 1Z--. j'~ Penn Seely, Laboratory Manager Peninsula Division PS: pm Enclosures Cc: City ofPt. Angelcs - Jim Lierly LMN Architccts - Rich Johnson Magnusson Klemencic - Owen Kohashi Peninsula College - David Wegener The Verno Co. - Stcve Parshall Zcnovic & Assoc. - Steve Zcnovic Verno Co. - Rodney 13. With Offices Serving The Westcrn United States 20714 Slate Hwy. 305 NE. Suite 3C . Poulsho. Washington 98370 . (360) 598-2126. Fax: (360) 598-2127 l James Lierly - 1 060513~IrQ<?.~L~_,""="".~,"=~=,""",=,~=,=.:= == . -... __~=.'_===~:=.'=" ,",_:=:~==",.P~g~"~ 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 P10896 Pour Date 7/25/2006 Report No. 27112 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 LEGE ,WA GA Engineer Architect Contractor VEMa lJames Lierly - 10605j)9-09~Rdf--' .-.-.-- ~ ~= P.ag~1 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather CLEAR Cyl. Code P11062 Pour Date 8/1/2006 Report No. 27376 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA Engineer Architect Contractor VEMO Field Data Site Mix Reported Batch Data CementType I - II Supplier Plant No. Concrete Mortar Grout Flex Beams Design Actual Prisms X Grouted Ungrouted Other Mix No. DESIGN MIX Cem.lbs. TYPE S Time Truck # Ticket # % Air Conc. Air Temp. Temp. Unit Slump (F) (F) WI. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand 100. Water Placemen,"Area Admixture Slab/Deck Slab Pilings Grade Beams Other X Other Footings Walls Columns Air En!. (ozlcwl) Grids PRISMS REPRESENTING BRICK VENEER ON SCIENCE BUILDING. Water Added on Job (gals.) Remarks FABRICATED BY MASON Inspector -PENN SEELY Reviewed By ~4 Items Inspected Conforming I(fJ Non-Conforming Laboratory Data Cyl. Test Code Date P11062- 8/29/2006 P11062- 8/29/2006 P11062- 812912006 P11062- P11062- P11062- P11062- P11062- Design Strength 1500 Date Specimens Rec'd. 8/3/06 Age Dim. 28 BLOCK 28 BLOCK 28 BLOCK Length Max. Compo Tested Break Test Method Area Load Str. (psi) Set # By Type 28.00 90250 3,220 TMA 5 ASTM C39 28.00 89680 3,200 TMA 5 C-1231 28.00 89965 3,210 TMA 5 Other Compressive'-r-- Flexural Dia Test Results 1. Cone M ~ Date Reviewed 1~ 2. Cone & Split Q 3. Cone & Shear LJ 4. Shear D Conforming "t.. Non-Conforming Remarks Results Reviewed By \?7 Codes for Break Types: 03101 Rav 1 Effedille Date 11/15.102 5. Columnar (Split) D I~IT!~S Li~~IY_:,,1,96.Q2J 3~:9~)19_6'JJ.9L. Page 411 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather CLEAR Cyl. Code P11063 Pour Date 8/1/2006 Report No. 27377 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA Engineer Architect Contractor VEMO Field Data Site Mix Reported Batch Data Cement Type I - II Supplier Plant No. Concrete Mortar Grout Flex Beams Design Actual Prisms X Grouted Ungrouted Other Mix No. DESIGNMIX Cem.lbs. TYPE S Time Truck # Ticket # % Air Conc. Air Temp. Temp. Unit Slump (F) (F) WI. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. a9g. Ibs. 3 Sand 100. Water Placement Area Admixture Footings Slab/Deck Walls Columns Grade Beams Other Slab Pilings Other X Air En!. (ozlcwt) Grids PRISMS REPRESENTING BRICK VENEER ON SCIENCE BUILDING. Water Added on Job (gals.) Remarks FABRICATED BY MASON Inspector PENN SEELY -R~vieV:;;d By "f;--- Design Strength 1500 Items Inspected Conforming N/R Non-Conforming Laboratory Data Cyl. Test Code Date P 11 063- 8/29/2006 P 11063- 812912006 P 11063- 8/2912006 P11063- P11063- P11063- P11063- P11063- Date Specimens Rec'd. 8/3/06 Age Dim. 28 BLOCK 28 BLOCK 28 BLOCK Length Max. Compo Tested Break ---- -- Area Load Str. (psi) SeU By Type Test Method 28.00 98840 3,530 TMA 1 ASTM C39 28.00 98855 3,530 TMA 1 C-1231 28.00 98850 3,530 TMA 1 Other Dia Com pressive )(: Flexural Test Results Remarks Results Reviewed By 'V1 Codes for Break Types: 03101 Rev 1 Effective Date 11/15102 Conforming I< Non-Conforming 1. Cone r::7l LJ Date Reviewed 7 S(~ 2. Cone & Split Q 3. Cone & Shear D 4. Shear 0 5. Columnar (Split) D [~~a~~~i~eiji - 1 0605139-091196,;eill.,~ _,,'=.~~..~.~ =..~.=..=~~.-=~~~~='=::.==.==~.~.=.=~:.~~~:=!:~g~~ 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 P11080 Pour Date Jurisdiction CITY OF PORT ANGELES 8/2/2006 Report No. 27378 Permit No. 61648 LEGE ,WA GA Engineer Architect Contractor VEMO .. D_ames LIerl~ - f6<~Q51 ~~-.9~.11'~6~f- ~ ~~ ~~.".... .E~g.~~] Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather CLEAR Cyl. Code P11081 Pour Date 8/2/2006 Report No. 27379 Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Location PORT ANGELES, WA Client WA ST DEPT OF GA Engineer Architect Contractor VEMO Field Data Site Mix Reported Batch Data Cement Type I - II Supplier Plant No. Concrete Mortar Grout Flex Beams Design Actual Prisms X Grouted Ungrouted Other Mix No. DESIGN MIX Cem.lbs. TYPE S Time Truck # Ticket # % Air Conc. Air Temp. Temp. Unit Slump (F) (F) WI. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 G. agg.lbs. 3 Sand Ills. Water Placement Area Admixtum Pilings Grade Beams Other X Other Footings Slab/Deck Walls Slab Columns Air En!. (ozlcwt) Grids PRISMS REPRESENTING BRICK VENEER ON TECHNOLOGY BUILDING. Water Added on Job (gals.) Remarks FABRICATED BY MASON Inspector PENl'rSEEL '(---.' -R;~iewedBY:-~ Design Strength 1500 Items Inspected Conforming % Non-Conforming Laboratory Data Cyl. Test Code Date P 11081- 8/30/2006 P 11 081- 8/30/2006 P 11 081- 8/30/2006 P11081- P11081- P11081- P11081- P11081- Date Specimens Rec'd. 8/3/06 Age Dim. 28 BLOCK 28 BLOCK 28 BLOCK Length Max. Compo Tested Brea k Test Method Area Load Str. (psi) Set # By Type 28.00 86675 3,100 TMA 5 ASTM C39 28.00 89955 3,210 TMA 5 C-1231 28.00 88315 3,150 TMA 5 Other Compressive ?<. Flexural Dia Remarks Results Reviewed By ~t, Codes for Break Types: 03101 Rev 1 Effecliyo Dale 1111 SI02 Test Results Conforming '><. Non-Conforming 1. Cone n....,/ U Date Reviewed '1 Sc:' e 2. Cone & Split D 3. Cone & Shear D 4. Shear [J 5 Columnar (Split) D _~ge 71 1~~me.~.~f.!y~iC)605~;9~~.!1.QIfJ.9f..=~~:.=.,..~~=====.'=~~= =:==':~=:............~_._===-~=~=~.m.."..'=".=::..m..':.....~~ & Associates, Inc. FIELD REPORT NO: CONTRACTOR: i /~:<';/'{ ': JURISDICTION: .J ':>1 PERMIT #: ,(:'>::: .<{' ,"c' 1~IC'nCf"'Tf""\O. i~:"'//... .' ./ ,i /~ !....,..' !"JamesIierly ~1 ()605139-091 f66.R~df -~ r:~ge ~ll ~Krazarl & Associates, Inc. COMPACTION REPORT NO.: ,Ii 'if)::: GEOTECIINICAL ENGINEWING . ENVII~ONMENTAL ENGINEERING CONSTRUCTION TESTING AN!) INSPECTION DATE:-.-J- f/,d'-'i< PROJECT #:_._L~:~~:t~~=-~::-~~:_:i::;' uU_ nm PROJECT: _/.r"/, ! , .; t-"" :'f .L_._u_u__.____ LOCATION: ____,f.. ,/;{ ____..__.___ ______ KHAZAN PRO,IECT MANAGER: .__~~/"//;;; CONTRACTOR: ./~{'5:' ~" .::..... PERMIT NO: _____.L~.~:.j. ,';Y>.," INSPECTOR: JURISDICTION: WEATHER: ./"::'~.<::: .l ,;:~)" -~:~:/ / .~/(~':~.~~._.:_~!~_._._------- .....___..mAP: ...!..:::.....c.:~-"-- (::/ N + [J SANDCONE o Paved Areasj,?i':.C]oe:~~_~):'SUb)1 ~lliLL{\~t~~~....l.~:~:=~__::~(:~~'."';/. "j '1,........ o BlJildingu~_ad..(~) .____..______u_. _.____...._________._ o Other Qj NUCLEAR TEST 0 OTHER. o WASHINGTON DENSOMETER ~;":;;":'&o>'"~___ ----------- -..--~ LOCATION MAP ,', l..\~ ') ~;. ~~.:.:X o Trenches (circlr. one): Sewer I Water I Storm Drain IUtly ,{Ii .. ~. ,=,12=~~~~f=-_-~ _ - ~::J~_ ---------t-=-----...--- --L__.._ Opt Moisturo ~_1~L- ) "/ 6 (~, <'t'- 0,.,.' '." t'~"l /} l{~ /f PH' i.'I';,.' /h'J[ -r ___.i._ ~). Percent Compaction (J .~ t'.. / I,{, -- Required Test Elevation Location(Comments) Curve .- nu._ -. Mode & Density Moist Depth % ----;- ,( .-',"),:1 (' ;1< ,:;) \.;> I ..t~ ):111 (., I ..__ -_....-t~=~~- - =-_:_--~-t=t ..~: ..._ .._~C= I .. _- .. _ q _J____--..J i // l.:..L.Y.: (~!:'). , .) ---- 1----- -- ....-......--..- --.- -- --'---'-'---'" -- .------- --.--- ---- _._. ----.--.- -----.--- . C~rve-;-est Method~!.J.. It: ;: ') 1 This leshng does nol preclude the pOSSibility that the 5011 or hot-mix asphalt may be loosened by fulure . _ ___ ~) .) constructIon actiVities or rainfall events. The compaction tests were performed at the approximate Daily Avg. Std /' . J ...) .:-l . '/~ locations and elevatIOns shown and IndIcate relative compacllon at those locations. Horizontal and CQ,un! Densities t ;/,:l ,rr vertical limits of the compacted area were determIned by others Our firm does not guarantee earthwork Daily Avg. SId / ' ~ C I . I ~ ", or pavmg construction, nor does our work reheve the contractor's rosponslblllty to conform to the oun mOlS ure ~-... ' --- ~*~4' - --," approved project plans and speCIfIcations Gauge# .' ...<~t'o i' . ~ .1; J: I I To the be,t of my knowledge, the obov;;<tfA"?;/ WAS NOT performed in occordonce with the f'P"prp~ed plonYjeclfijotiOjr" ond regulotory requirement' Superintendent/Representative: l..-/ Technician: / / { , )J (~Z it ' (.- " . <- ... '. jr-f/ ," 0',_ 4221 Brick.IISI., Ontario. CA 91761 f 1501.15" St. NW Suile J 06, Auhurn, WA 9Boo2" 20714 Stale H",. 305 NE Suil. 3C, Paulsho, WA 98370 19501.144' Ave. NE#F.3oo, Waodinvill., WA 98072 (559) 348.2200 (661) 837.9200 (209) 572.2200 (408) 271.2200 (916) 564.2200 (909) 974.4400 (253J~' 00 (360) ~ . 126 (425) ~\. 19 Map Locallon: o Attached 215 Wesl Dckota Ave.. Clovis. CA 93612 2205 Coy Av... BakersField. CA 93307 1025 Lone Polm Ave. #2E, Modesto, CA 95351 545 Porroff St., Son )0"', CA 95112 5808 Pric. Av.. BkIg. 1016, McClellan, CA 95652 It.evi$ion 0 1:::rrt.'Clivc Dah:: 8116102 ~_~.2~S L~.!:!y - 1 0605139-0911 06.~df , ~ -===~~..~--, -. -E~g~~ L FIELD REPORT NO: & Associates, Inc. . ENVIRONMENT AI. ENGINEERING IjJame_s Lierly - 10605139-0911 06.Rdf _.~-~-~~ = __ ~ -- .~ag~j 6] ~Krazarl & Associates, Inc. COMPACTION REPORT NO.: .:< ~ .:; GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: _.._d5~<{t>._..~C2h__....___. . / fl ~ -- iJJ" -) 9 PROJECT #. --L.(./.6;L..._LL --. .. ----- PROJECT: .~t.:.'I~,yy/i:.J!lNt'l l}iilf._&..(./.)_~,__ LOCATION: ___.I?I;N...ltVSi~f:JL(Pl.i:~d-Ii:.-.- KRAZAN PROJECT MANAGER: .... ~$_____.. CONTRACTOR: __.Lit.:::'#l '-L._________________n. ." -----..- PERMIT NO: _---.Ld.._6....:t.J{..u.._ __ ... __._.' n___.....om_. C>.r;~-2-' INSPECTOR: ____~Jf..:/3:__L. . .....___on.. n__" .._._" JURISDICTION: ... ?.r )i~G..i(~\:-.i ... .m__...___" ..__ W8\THER:C:t:.:,/~J::I'--__..__ .___l~Mra2. J~_ o WASHINGTON DENSOMETER [J SANDCONEJ8.. NUCLEAR TEST ~ OTHER Lt:.?"Zt.) ZX1___ ~_1IIW__ JL _:uw 1iI~_.'--_~'" %pave~.~~as l~!~Ele on@ AI;)9J_!,s2~~~._. . 'h'~=-~~==--==--= ~L Buil~~.g Pad ~).. _______u___ _________.. ______...__._____ o Other I-LOC'~TION MAP -. - ! Le'';- ! I i I i L-~ .......--.---:===~~_=_....L~==_~. Test Density Moist % Percent .Compaction Required h7. Y' C" I 7/ 95'- . Pl.. ~z-c. 'U-"=t- /..S1:1. ;.2. _'t..:.Y_ 1 >'-. ____on ./.,1.7 r . .5_~. ;; ~_. __ . __ ~~~~:-~tM ;.~ Fr=~~~_-t-$~~~U" i~l)-: .~~~~ F~~ __ Map Lo~atlon: -- - Curve Te~~e_.;..h/di-' S 7' I T~'S testing does not preclude the posslblhty that the sailor hot.mlX asphalt may be loosened by luture lL ~ construction actIvities or rainfall events. The compaction tests were performed at the approximate o Attached Daily Avg SId y' locations and elevations shown and indicate relallve compacliOn at those locations. Honzontal and ,!::ount De.ns~i~~.-IJ.L . _j vertical limits 01 the compacled area were determined by others Our 'lrm does not guaranlee earthwork gailY tvg . ~Id f.,,:;;;- or paving construction. nor does our work reheve the contractor's responslbllily to conform to the -2un mOIS ure _ . __;- _. approved project plans and speclfrcatlons. Gauge# .5' 7 t' .::; To the best of my knowledge, the obov~/ WAS NOT performed in accordance wilh Ihe]2p ve plans, sp-ecifi~alions. and regulatory requirements Superintendent/Representative: Technician:. ( (a~ .' 215 We,fDakata Ave., C/ovi" CA 93612 2205 Cay Ave., Bake"lield, CA 93307 1025 [one Palm Ave. #2f, Mode,ta, CA 95351 545 Porro' St., San Jose. CA 95112 5BOB Price Ave. Bldg. 10 16, Medellan, CA 95652 (559) 34B.2200 (661) 837.9200 (209)572-2200 (408) 271.2200 (916) 564.2200 4221 Brickell St., On/aria, CA 91761 ISOI-/.5" 5/. NW Suite 106, Auburn, WA 98002 20714 Stale Hwy 305 Nf Suite 3C, Pau/,bo. WA 98370 19501-144' Ave. NE #F.3oo, Waadinville, WA 98072 Rc\.isiofl 0 Erredin nnl~: It'IMl2 (909) 974.4400 (253) 939.2500 (360) 598.2 I 26 {425} 48~0 ..J [I~~~~ LieffY- - 1 0605139-091 ~~~C_-="~=~~_===~=~:,:.:,'==,~:.:===~=".'.'=~::==~~=~'==,.=,=.:==:,=:.=:::"=::===":...._,~_,~g~ & Associates. Inc. FIELD REPORT NO: l 11~_~m_es ~~erly.-:J 06051_~Q911 06,~df .~~ .~~ge: 1'?.lI ~Krazarl & Associates, Inc. COMPACTION REPORT NO.: /~ ~-; ....~ (l . .'i' . , '. ~ . .; GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONsmUCTION TESTING AND INSPECTION ~.I~;_~:~~~~i:.~.~i'j:~:=~-.~_~=~__ . __~i.'(:~~~..:';J~'~):_!.~:.~../\ f .~'~'.;- ;'~_~'~~'~~;~_'~" ..-i:.; 'i-L)"" i'.i:\,;'l~~:;~~~:Z.:~;~?::,_____ t..:i':.~/L<II:...~ CONTRACTOR: --"-. .-..----...----. -- PERMIT NO:_____ 'c.'(/':~~__;:~:. __________ INSPECTOR:_____J.\LJ1:~!( -' i I i]E~______________ DATE: PROJECT#: . PROJECT: LOCATION: KRA7.AN PROJECT MANAGER: JURISDICTION: WEATHER: . ., "L~~_ L~~-L--,~~'""'\''''i,,:'.i.,~:,"::.::_~__ __:~~...!.......: ):lL~_____. TlMP: ___ . /':2-- "'_~'~______'M_ ~~ .-~~.... ------- _"""""-_IF'__~.-,"-~..,......,..-_._..-..:..~~I o WASHINGTON DENSOMETER 0 SANDCONE 'EJ NUCLEAR TEST 0 OTHER n______ .-- .......-_-~-~-- ,- ~~~ . . -----.-.---- r---- --------. I LOC~~~.~\ MAP 11" ~ I "j I .:1. . :. 1:-1 'fl' 1 ---~-~.t;;:ill ,1~Lj:>av~d Ar~_<:~Jcircle one)~~~,~L~ml./ A~f?~?I~__,_ + Ij. "-h: .g. Building.~~_~__~____. ..________ . . ..__________._______ , DOtller .....-.--....-.....--.-.-...-.. .... .--.----------.--.. '"---"-'" --------.-.-- rJ Trenches (circle one): Sewer f Wilter f Stann Drain fUlly __.__".. ..._.._______n.....~..________.. _. -. ....___.,..' -.-----.. Curvll .. --~~lifie~~uils ';;~ssification --- - .. --r -~~~~t~ -- i:;;~~:'- f}".il",- illi~L.~;;,~~~'~,\j'!J~~'CL~=f~~,5: :,:'~~ Percent Compaction 97 L~~~._3 _ c.j~~ .. ----+----- I _ ___ ________ -----'f..--.-+---...."...- __ ____,_n___ .------- J.----r" - ---' !,Curve Tes; M~th~d:'-;~ ,';. ..) II This tesling does not preclude the possibility that the soil or hot.mix asphalt may be loosened by lutur. 1 I .?" / construction activities or rainfall events. The compaction tests were performed at the approximate I-Daily Avg. Std ._.~._..~~'.:2...-~ locations and elevations shown and indicate relative compaction at those locations. Horizontal and <;CJ.~~L De..nSiL..ie.~._ 2. ./._...:.....~ vertical limits o( the compacted area were determined by others. Our lirm does not guarantee earthwork I Daily Avg. SId _ _ . Count moistur~ _. _ .. 7 ~:~J".) . _ or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and speci.fications. Gauge# ---~70SC) , ' . . To the best of my knowledge, the oboveWAS I WAS NOT performed in accordance Wit.h C'he. app!(\'vcd{ pions" SPCC.ificotions, and regulatory requirements C",___/ '\ \ ,\ Superintendent/Representative: Tochnici..~I'): . \::., <~...:~_ /".,~~..:./ \.\,~<.. ,{...\. , , J)t'~;:;:j\,.l .~;'t.:.. i. t.;)';.": !=.' ~ j?:.JJ.:> Test Location{Commenls) Curve Mode & Depth Moist % Density Elevation {>;;'i..~' ( ., ,. ~"';.' l{:c::~; t-;~ jJ'l,::S /},,i/J1I.f!';i.: .< ?:.. -;' Map Location: o Attached 215 We"Dakofo Ave., C/ovi" CA 93612 2205 Coy Ave.. Bakersfield. CA 93307 1025 [one Polm Ave. #2E, Mode,to, CA 95351 545 PorroH 51., San Jo,e. CA 951 12 5808 Price Ave. Bldg. 1016. McClellan, CA 95652 4221 Bric~.1I 51.. ntorio, CA 91761 /501,15' S,. NW~uite 106, Auburn, WA 98002 20714 SIole 'Hwy.!305 NE Suite 3C. Pou/sbo. WA 98370 19501-144' Ave. NE #F.3oo, Woodinvifle, WA 9B072 (559) 348.2200 (66/) 837.9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 Rc\.is;onO Effcclivcllll.te:tvlMl2 Required (~/::' I ./ " ., ( ~_.- '" - ~E / --+----- (909) 974-4400 (253) 939,2500 (360) 5~;~ (425) 4,\{\ [1~rrlesTTedy,~IQ~~339:o~IJo~~!=~.::~~=:~='.:.'-:=:.'~.:~'"='~~:==,'::==::=::=,=~:====:,:=:,===_' ,==~= --'-'-:',~ _~ge"13l & Associates, Inc. FIELD REPORT NO: CONTRACTOR:. /)/.;,;/;) (: IllnlC'ntf""TIr\t..I. 1/'" /1 ~ pame_~ Qer',y -19605 i 39-09,11 061)df. __.. _ = ,.=-~==_. ~..~g~_JIm a::! V -az ~I'-l, aI1. & Associates, InG. COMPACTION REPORT NO.: ;< GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPeCTION ::' ~i~i: :J4.e~~~;~;~~--~=~~ LOCATION: __ p<~.____._____...__ .KRAZAN PROJECT MANAGER: __. .:2~~'/.'.<f. _. _______ o 1/ ~~:-:~./,/ (---:j CONTRAC10R: ~- ....:.........:----.- .-..-. .------....-.----.. PERMITNO:__C,,'C: '!:'J<_._____.__.___.. INSPECTOR: _ _.. .X'>; ::'(~s.._..f.-.Ll:cJ(..L~c.~-_._____ ._n JURISDICTION: /-:) /:/. h. .___.___.______________ WEATHER: . ('l..L.~_ ......___._.___IEMP: (::'>2 {~_ ~~""- 9. WAS~'NGTON DENSOMET~R~'B-SANDCONE " NUCLEAR ~T 0 OTHER -.-------..----. rT;11 ;::OC:~T~O-~-~AP~~--.N - '-r~: ,;ttF-f:,l~ved ~reas (CirCI~__onet.sU'~'/-AJt91 A~I]ilJ!..J~~~~(__2/(') f5.fL__ J. ! ---,g'-Building Pad (s) I l' I h~-'-""------ n_____._ - --------.-----.--- 11\ ! _~) i ~_Q:~Other__ _ _ ____...__ _______ ____ ____ __c. ! 1_ . 0 Trenches (circle one): Sewer I Water I Storm Drain I UlIy I ./ / \ =- cIH~~j~--nIJn~r:~~~- ~1~S~i~ic~tiO~..--h=:-- =~~:~~~fT-~~~~~~r~= ll. I i /7#7,;,; 1-/~';;;0L <:',T;",;;, fSii;. ;,T' -/?) IL3T_ ,'C; . ,L ___I' l_~_-~~~f~~:~~:~ -~~~==~-- . Mode & De th Test Elevation Location(Comments) Curve Density Required nS'j, -=~:_-~;~ (~~ .....- ~:~:g:i_L:~1 I curv.~T~S;.MethOd:'7)".>L.".'. -~7~ This tesling does not preclude the possibility that the sailor hot-mix asphalt may De loosened by!uture ~._.o.,.,." ,_~. '.{L ...~)..5. ... construction activities or rainfall events. The compaction tests were pertormed at the approximate I Dally Avg. Std // .f7,:.c locations and elevations shown and indicate relative compaction at those locations. Horizontal and co~n~g~.~~!I_~_~__~_D1.'" -- vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork ~DaIIY tAV9.. Sttd 6- ~'2' ~ or paving construction, nor daes our work relieve the contractor's responsibility to conform to the Qun mOls ure 0.....:, 0 ." 0,'-'- . j-J ~-- . -- approved project plans and specifications. Ga~ge# ..L.2 0 (, ..:~ . To the be,t of my knowledge, Ihe above WAS"/) WAS NOT performed in accordance with the approved plan" 'pecificotions, and regulatory requirement' Superintendent/Representative: G,..,.-- Technician:. t(Z,,-, ,D L.0.'}{~. _=. .2/5 We,1 DokolcJ Ave., C/ov;,. CA 93612 (559) 348.2200 422/ Bdckell 5/.. OnlcJdo, CA 9176/ 2205 Coy Ave., 8akersr.'eld. CA 93307 (661) 837-9200 1501.15' 5'. NW Sui'e 106, Aubum. WA 98002 /025l.ooe Palm Ave. #2E, Mode,'o, CA 9535/ (209) 572-2200 20714 SIale Hwy 305 NE Suite 3C, Pau/,bo, WA 98370 545 Pa"off St.. San Jose. CA 95112 (40B} 271.2200 1 9501-l44" Ave. NE UF-3oo, Woodinvi/le, WA 90072 5808 P';ceAve. Bldg. 1016. McClellan; CA 95652 (9/6) 564.2200 ,5'i-"'fi .oj /.-" ,.J ) Map LocatiDn: o Attached /909} 974-4400 (253\19-2500 {360} s.: 26 (425) 41i ~J.19 Rcvisiull 0 Effccll,'e Dale: 11/16/02 139-091106. df ~ Pa e 15 FIELD REPORT NO: & Associates, Inc. . FNVIRONMFNTAI FN(",INFFR1NG I; James Lierj~ - '1-b605139-fI91106.p'.~_C= Page 16 ~ ~V_ '~I'-1.azarl & Assoc i ates. I nc. COMPACTION REPORT NO.: ...:. .. , ",) \', ":f, :; {~ GEOTECHNICAL ENGINEERING . ENVIRONMENTAl. ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: __~c" : ~~SC) () c /() (.. (>).,:~ (> "J PROJECT #: ,.._;::L'h.c-"__~"::"cL_~_L PROJECT: -.i:"?~-T,A~' ('. ;.("'("------------ LOCATION: _.___L.:./L_..., _____,_.__u.____ KRAZAN PRO.JEGr MANAGER: _'\}I ..#2.0:i____ I/.,'Y.,,, . /' /) /~'s l) CONTRACTOR: ~-:fZ /,_ ,,c> ...::'.._-2:.:...~_~.. ,.. ....---. :ESRp~I~T~~:=~;~~~.~:.~(:~?{:~~~:;.=_.-~:_~, ('.. __='.~~~='~~ JURISDICTION: _/;';1/1...__..__. . __...___._... .____.__.... WEATHER:____....:..l.._{_l/.~.) __..._ TEMP..:...!::; (i_.!.~. '0 WASHINGTON DENSOMETER 0 SANDCONE lID NUCLEAR TEST 0 OTHER (1?:/1 ..2l.e3.2.- ..-& III" ___ --,. _ ___- ?' ___I___.~ ..,.~_~w-- r ~~~ iLO~TION MAP I ,i' i ) I 1-. N + (2f Paved Areas (circle on~L~0_~gg) ~\Sptl.aIL.tJ~!.,(.7~<.L1;;jl~<I;.\.i(:.;_ -u--g-uiiding Pad (s) '~~'.-___.._. .._.________j:~~a->/I dijdiKe~:" I 1 \ ! q '. " ClTren-c'tles (circle one): Sewer I Water I Storm Drain I Utly / / i ." --~.~~;----I-'--LJnif~;.~~()i;;,~;I~;,~-i;;:;~;~:~ . - -1-- ~~~~;~-::~~~:- z'f f-'(/;J.I.\<'" /h'lr'.(_\. - ;;~,>.:?;,~,:.:;---.,~;~t~~~.;::-~LL::~? :~:- '.!j,..c..2..-= / Y'" ..~. ~- . '~7-- --+{,..,2..-f-/':4-u64~)del-,.. --- ----- .- / / L '(5/'./: " ------.-- _-==~~=--====::-.::~~=::::-.--~.~....--- ----------------- -.- . - . - - ------ --- -- ---------- ---- Percent Compaction C:----- -. q G ~-' .6 _Z~ C; 5~ Density Moist % Required Test ElevatiDn Location(Comments) Curve / cS (:--- ------~.?Pi7 t'1e;'~,.'~ ~__~=. ___.________u_____ . / ") _~~2.... ~-~~~=~-...=-~=.~~--~:~~-~--~-~_1_Ft~:-.:=-.. I C~';"e Te~l M'ethod:7.~.: 1;;::571 '" ,~,,~, ~ ".w",oo ~'""'"'~.... ","".m' ......~" 00 w.oo.~"~ W 'J 'J construction activities or rainfall events. The compaction tests were perlormed at the approximate Daily Avg. Sid --7l-?-::'~)" locations and elevations shown and indicate relative compaction at those locations. Horizontal and .C;9.u1!!..Densi~~.. J_. .. .. ...... vertical limits olthe compacted area were determined by others. Our firm does not guarantee earthwork Daily Avg. SId /' / . . . d k I' h . .b.I.1 tit Ih ~ . t ~: L.,. or paving construction. nor Des our wor re leve I e contractor s responsl II y 0 con DIm D e I G:~:' !!lOIS ur8__.._......::::. .:. .. approved project plans and specifications. To fhe best of my knowledge, fheG:~~~:~-w~'~;;~;-2.~Gd in occordonce with fhe oitp Z'ld 'p'ons, speci~tiol;' (ond !,gul~tory requirements Superintendent/Representative: Technician:. . J 1). I f. -. / /-..."".' 'J.. / ].........- . / ; J221 B,ickell St., Ontario, CA 91761 1501.15" St. NW Suite 106, Auburn, WA 98002 2071J Stole Hwy 305 NE Suite 3C. Poul.bo, WA 98370 19.501.IJJ' Ave, NE #F-3oo, Woodinville. WA 98072 Map Location: o AttaChed 215 We.' Dokoto Ave., Clovi., CA 93612 2205 Coy Ave., Boken/ie/d, CA 93307 1025 Lone Palm Ave. #2E, Mode.to, CA 95351 5J5 Po"o. St., Son )o.e, CA 95112 5808 Price Ave. 8ldg. 1016, McClellon, CA 95652 (559) 3J8-22oo (661) 837.9200 (209) 572-2200 (J081271.22oo (9161 56J.22oo (909/97J.JJoo (253) 939-2500 (360) 5984126 (J25) 1.tr 9 RcvisionO F.ffcclivenatc:KIIMJ2 ] rJi:lm~sIie^rly '-'10605139':091106 ~~f"" '" ~~~~=: ~~ ..~=~== ==-:: :~~ ~ - - Page 1711 8J<razaIl & Associates, Inc. FIELD REPORT NO: GEOTECHNICAL ENGINEERING " ENVIRONMENTAL ENG1N[F.RING CONSTRUCTION TESTING AND INSPCCTION .../'(, :;> . ~':';':':':.l,~l*('.':~~? ~ .) ( .') CONTRACTOR: ./:", '>_.::' JURISDICTION:;' // -~~.. PERMIT #: ,. .' .,:, i!. INSPECTOR:... WEArHER: , , " .' _, 1,< . ,:~A DATE: PROJECT #: / or) :'_' ~'._,' PROJ ECT: .~:' r'\,' /' ) LOCATION: KRAZAN PROJECT MANAGER: I.. (,,<:... /' ,.:< j{:(~L_ /...../"i, / (~~ (';.~' .....:.'/ .i.... " .;" './">~.,^::':,; TEMP: -'-~r.l! : !j' ~'"/ / 1._' -,/" ,:',..-,>', >;.'1- -. /,.;, r'-"! "-','," ,,", '(, . /l~ i';.)) . i:' .,I'~ ,;'"'":.':"':,,, /> (', '(" ,/./">t'/,~:i'- ..---,/ .~.; .-. - J ,'C; /i.-/.,:'\,' " !,i"-)-,-:;":< ,'.".f' .\..l" '/ ,"_,; 0' J . ./"''1 '.'; . .: .~~ -.. ,\., i' """.. (.....'.... ..,' 'J,'.-' /~../ ., , , .' ,',", /.:~:"/ (;' <. "-. .'.J'. f' ~.:.' ,,,'- r ./).,,-:-:, ,"'r-: /\./":",-1" ,. {~(.'~' ,. >5 r""'" j"~. ~)( /. ;.),-#;' / ( ~ '-~, ,. i' Y >-;~ ~->?('. ,,>"<>."?'l'~ ',/~:1(.,1 :".:i_~>tf.'- "; ~/ .-IlI/," ____S~'~_.Z'-_ _....-.>>>1'>'; ,.. ,/~~~~_~_-!.,:" i\~"'J:.' ;,/":~?-,:.. ; ~ ;"{) .' .j.::..~~r.' .~'. .~. "f ,~;. ",..-.- _~~ ..., ,.' ~-?"S::,,~_,{___.__~__.~______,_____.___,_,__..____...____~.__'_.~~'__~_._._'_._'__~'~~___""'._"_'_'_'_~~'."._."-~~_"~"'__'______~__~'"_ ...._-~-------------_._._._--_._-~---.~--...._~_._--~_._..-----_.~~.~~_.~._._-_._.~--_._--~._""'._--_._~.~.---~.---~_................""~ ~~i~",- ,:-' :;. )':-/-Jr: ,~," '('" /" i<"~/';"~ .i;. (:' (. .,/.:.:~.. 1 ../:;~:/')';:"~:~':,:~),):~ I ('l "".... ;...".. ,,/:J.;) /~>) ,; "i~~,^("..(-"~;::-'~ .,,: >~;:;'1'l)-':/ /\'-~~'~i:~,~/~ ~J{! .( .</:::~.....,) ;-:::;:<.::~ Jl i '. ....;~:.-~.~... \, , ". ::1 '.,;0:(~~</')~{~> ;,~... ,. '.~;>l~;-)"'~~, ':/':-:':~;:'..{ /~:.-'tX:~ (~I {:. ,..:/.-/" (.....,..~..'--- . </7'~ /'l,'t,.;;) ,..:,,,y~/I/;,.lc_;"i;:;,D. l)()(kj Or,;!I) (0:;:-:)/<:'(>'/': rP /:JfC')/) ~jr:rIJ.. FM..':'L'6, . 'J ..'{'"// /7 1.::"A';"?i:~!{;S ;" ":~/;':~~~i,.{~)\..,-~-/) ;~.{.,-" 7",",1' )';>!;; [':.-- I:::!) (11, " (j .;' ('1 l~;;'::' /~..;..{<;,//~" ./1/i..; ,~/~) (//1.." .. ;", /:JIJ I. I'K . ../, A':~ t~j' { '?' ,~) Equipment/Asset Number(s): .'~:;:_):'::.'.:>~', i..~.,./?::<: r:Z' / r.~'~'~)( -'-~~ C:.; ! To the best of my knowledge. the above t~ WAS NOT performed In accordance with the approved plans, speclficalions. and regulatory reqUlfements .,,- /, .. () j' / / Superlntendenl/Representatlve: Technician: l{t;(i.", -" ,j>,,' /. ('t/( ," ./ Serving the Western United States I.ml n~fdRf!I'f)r'.(flH' K~\'i~iOIl I EIT~cli,,~ Ome: 51251t15 t!) Th-r inf'rw-m;"orm nUlI'i.JCft flll 'hi~ rCl)()f1 is DreDan:d (or the ex.c1u~ivc U~ of .In: chclI!. Thi~ rqxH1 ma)' m)[ be r<."ploout'ccl in any fOrlll;!1 will1{1I1l the writtcn perllli~~inn of lhc dicnl and Krallln & AS<;\)l.;al<-"s pames'Lie~rlx': '10665139:o91I9~.p~f -~~=~== ~:~ --I -----Page fin! .....,.~..._..~~ ......' ~itKrazarl 8, Associates, I lie. COMPACTION REPORT NO.: ':':,~ ,j GEOTECHNICAL ENGINEERING . ENVIRONMeNTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION " CONTRACTOR: PERMIT NO: .___~~.;~~:_ ':-:".~ ] i' DATE: ._,!~,.o . ..,_.'.~__,_u_.. PROJECT #: ~~.. _.t__,-:_.~: ._.__~_"oou ,,,-________ " . PROJECT: .___~~~.::..~~.;.._:__.... _ ~___..~:~,_~':.::..._ ..".'; LOCATION: +__.~~._.__ _" .__,..._______ KRAZAN PROJECT MANAGER:_.__~::""':,:--,--__, INSPECTOR:... '00"(:: '.,- i ___ JURISDICTION: WEATHER: /~-' ;/ .-J:~J':o o WASHINGTON DENS~~~~_SANDCO~E.,B.:":~~~~~!! TEST 0 OTHE!!.~~-.;;;..-;-- ~~q6~T-I-P"'MAP i / .f ~!.( l~':~ :- ..( Cd Pa~~~_Areas (c!~~!~_ one)':&l!~j Agg / A~eh~! ) Z~_f.j.~..o~'.~.___.__ o ~l!~~ing Pad..!_,,) ._00_________________ ____'___'__ o Other -----_.,-' [J Trenchos I I I I I t. I,..,'. .1 (",:~~,".' -- -'---N---i .,+..,."....,... '.}'__r'! (circle one): Sewer I Water I Storm Drain I UlIy !T~~t . ---L .')., -r~i..Ji,j' '~J u._~.~ I' 1"'~~ T"---' .___m____... oo_oo-_.---oo-oo-T"MaxD-..-. Curve I Unified Soils Classification ! Denslt~ ==':_"~~: -~~!;'-~" ..-::~-]:_t~t~:"';,-~-JL-'__~f~~~';' :~':~~-- ~_'.__~~_ ----~-~-~~-~~~--~~~-~-=~= Opt Moisture .....".., -~-~..~ ......, ?_---- "_2.-00- ~__L:::;'.].(L i~(: qt(j .l.__ .' -~ ".) Elevation " Location(Comments) Curve I Density Moist % Percent Compaction r; / '1 Required _.;:.~(:/~ "'-~~;~Y{i~----.//~:~} r' '-r--" .---. ---~~=:.-~'~::==-~=:.= ----~~.-~- - ---I' . --- --~.... ==---- - -- ',,- -" '~:- ,_ - __ ___~. _..... - - __> _u_ __._ I _._.____ C;;-;;;e Test MethOd:!> _ ;-:) ':1' Th" ","""- ~ ,re,"'''", ~~'""~.. OO""~,~ """"'~' 00 ,-~.,- _ {~:2 .._ construction actiVitIes or rainfall events The compactIon tests were performed at the approximate Dally Avg. Std 1/'. '" J\ locations and elevations shown and Indicate relalive compaction at those locations Horizontal and Cou~qe0_slti_e~_ . ( .. l.... '-:._ _ vertlcallim,ls of the compacted area were determined by others Our firm does not guarantee earthwork Dally Avg Std ' . C t t /""') t. or paving construction, nor does our work relIeve the contractor's responsIbility to conform to the oL!n_ rnOIS ure. . (~:,:_I_. 4_ approved project plans and speCIficatIons. G~~_g_e# ...1.__-...-( (~ :) ..J To the best of my knowledge, the obove '!!t:,5. Y WAS NOT performed in occordonce With 171pr~ved plars, specificatoa~;" and regulotory requirements Superintendent/Representative: Technician:: 1 1\ I I /, " /1 t ..''',-.' 11) , \ .1" "'....~'L (, ! . J: 422/ Brickel/SI.. O";orio, CA 917;" ! I 150/-/5" 51. NW Suile 106, Auburn, WA 98002 207/4 Slole Hwy 305 NE Sui.. 3C, Pou(sbo. WA 98370 1950/-144' Ave. NE #F-3oo, Woodinvil/e, WA 98072 Map Location. o Attached 2/5 West Dakota Ave., Clovis. CA 93612 2205 Coy Ave,. Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modeslo, CA 95351 545 Porroff St., San Jose. CA 95//2 580B Price A"", Bldg, 10/6, McClel/on, CA 95652 (559) 34B-22oo (661) 837-9200 (209) 572-2200 (408) 27/-2200 (916) 564-2200 Kc...isiunO Errecli...eOalc:KlIM)2 (909) 974-4400 (253) 939-2500 (360) 598~1~ (425) 485 ~ in II Submittal Transmittal ~ Detailed, Grouped by Each Number Science & Technology Building, Peninsula Colleg Project # 0501 1502 E Lauridsen Boulevard Tel: 360-417-7998 Fax: 360-417-6216 Port Anqeles, W A 98362 The Vemo Company Date: 9/7/2006 Reference Number: 0182 Transmitted To: Jim Lierly City Of Port Angeles Transmitted By: 2 -7412 - 3 Lecture Z girts calculations Hand ........ t.I) ~ 'P Copy of Z girt calculation for siding attachments at the exterior of the Lecture building It\ 't' ~ ,.: .... !}I \\ ~ tv ......... .t / I Signature Prolog Manager Printed on: 9/7/2006 VemoProlog75 Signed Date Page 1 of 1 1- ~ Submittal Transmittal ~ Detailed. Grouped by Each Number Science & Technology Building, Peninsula Colleg Project # 0501 1502 E Lauridsen Boulevard Tel: 360-417-7998 Fax: 360-417-6216 Port Anqeles. W A 98362 The Verno Company Date: 9/7/2006 Reference Number: 0181 Transmitted To: Rich Johnson LMN Architects 801 Second Avenue Suite 501 Seattle, WA 98104 Tel: 206-682-3460 Fax: 206-682-9388 Transmitted By: Steve Parshall The Verno Company Port Angeles, W A 989362 Tel: 360-417-7998 ~Q""'~"'-<~&",""'r'S ~b" ""tt"""""J'~P~-k'''''''''''-N '9<:~D"-~t;'''''''''I~~''''''1''(--~ '~:;~"';D'-~~D'''''~P''-k'''~A"'''''~' . \. ',' . tYT~%I'f;!. u ml a .ac age~ o:J"E~~~ esc;np- 10n~~;,;.;'A.:i';"~ii>'~1;<.J",' rti1H:iii\!1{k::;tik :"'';;~1, ue .ate;;~'}; ac age'. C lon7i4;f. ' ....'-.~ _.~~-~-,-.'"",-...._".'"/..",.,,,-Vw^~ '.~.''''''''''''_'. . _,,:,;;~,..,...,......_~ "'''~"''''' . .;.M'X..,;.' '~~~>" __ . ,.'x_.<.,.....""_'''''~''"~,,'''''''"''''"''.. .~,>>_>>>__"'~:i. -7412-3 Lecture Z girts calculations Approval E-Mail ID. Z girt calculations for record Prolog Manager Printed on: 9/7/2006 Signature VemoProlog75 Signed Date Page 1 of 1 _--.J .....--- ~ r. :~'~C~U~^~~G~~~~N~~O~P~;ATlOij Transmittal "" . ~lJ~ q{,'(;)~ , To: Date: A dcJr9ss: V~V Pages: Ar ~ '3 )'00-'.;'1 ~N\U From: Gri.f1S~ , S.{H, uJ".,. ~ ~ IQf p~~~ Lo~ , P)Jone: I . Proiect Name: Fsx: ~'??\~?B Project #: Attachments , ~~' DPrints DOther DOriginals ; .~. DShop Drawings ;!fles DMarketing Materials Remarks Copy to: 2124 Third Avenue. Suite 100 . Seatlle. WA 98121 www.swensonsayfagetcom Office: 206.443.6212 F9J<; 206.443.4870 { ! 1 , ~ _i ~ ~ -~4 ; _l:: ~",,-,,-'- .'- ~. j - - : . .~. * ~ : X 0 '- I" l.d N ~ I M6-1tt"t- S'Ct-'O..tl) @.. Iz,. '~c... J E.Vt;;~1 Z- 9-&11 ON . --~.~., (~) 112 ~1/'Ur14 ~6 @ 3 "0" o.c-.1 AT Ggef<~, lalJiA.,lde P~J\ll ME7.rtL. .s tOtN q ~.....,-----..........--=--,---=- ..-.......--::........ J"_ --- J _~ d1 ~ ~~!IJ_ I ; ;.~.:~.,: .7-; ! : c.,~ ;k -'j'.. I 41^"'" .',(. "A"- :':'i-....~ i r v~ .7~~:. .. ;." - ~ ~ ~-~~ .~. . I'{~ ..~;,.:' ~~ i" .~ ; ~ II J!? I :~'~:~ ii ~.~. .'..\i'j~.. ".' )J i i) WI ,.~; '~'C',~ ", .ft' ..4i I ,~ '.~'('~ '" ~.." ..'-' o- J " '-':;.~._.::~c.6 .,' I' 2 'Fu. g ij,~~/,. :.;,';'i-l.'~ .', ....~. ..'4-~ .- 141/ [)eEe~~~' .' '~~lt1~.' 'j: , , @ Ibfl/Jr- I k/)[,y wI . S \11>5 I -=-_ \ l' I: ~1"' I I -I ~. ~WENSON SAY FAGET II. '" STRUCTURAL ENGINHRING CORPORATION ~12'1 Third Avenue 'Sulte 100. Sealtle'WA 98121 Office: ~06'''~3'6212 Far: O!06'''..3''1870 i ! ~IN~~ft coa;Fqt. Projoct 8J~/Ol:, Dale I On III -2t106-0 Prcj. No. ~ ~ WAll NIND ~(jAO @ C6C1of2F! ~1A:"tL . -t 21 pst C INltUfrr<D). 1 SIO I -3TV~f (0 UTlAJa~lJ() J__ = . .~ ~~5 /q N "'\ . Co ,0 32 Ii )~ I( t ') . C Yt II / (J) AI om p1 V'lV'\ ~1'1e.J to fl1 IA.)Qod CC"YltlE'Cfi 0......, ) 18'1 y 3{;'1 /,''((J(1... 'FJfZ- .Q-UCi/ol'J) wl'tv1CU?.(.l.'v.rM. . CHU~ ;;t =tt,2. $lj a.v.~ . X I't urn 1. -4- ql f/131J ' - . . 14'1\~~ --fIl"71 pst ( 1,'5'X 3') = Ibb.5t ! R€&'D --fl"o -1tUJ( e II. Zj3 ) N D~ ) ~ 12 wood ~-t' J?~.) q:: 6', 12- . 1 Sq<eW c:(r 08 -il7Incl1 po1I!tea.'~ "") { " '" 51*- I WIND ~ Ct: ~ Cb, ., W=(~t){/,rc,)C ,) (I) (1)(1):- ffb'1-1tlScr~w. ~2 ~./~~ ~ ~~'4)(Z) -:= 1=t2, e ~ /' I ~b.?t ~EG f) o~ - [~t!_~O'-11/ LoN ~ L~ os '-t! 'I l( 18" .S;;Ci1~ ... o pI I1tJ\J 000{ +0 Z c;ef.:hC:V1 (j) Ib I/O c, , lV\Q.~-C{\ cO P.J,.~ ,b\l (1"Vtdl'~~<.1l'll€ I. -.. '&je~L. STVl) l\.1AN VFACiV~S l'IS~ouA-1-'~ No. v Scf~eltU . LiqH~l z m-rldT0 ~,~ 'Il,rrrl~ 1 0.0 1& ~~:: . . . . 31t (SCRew fullC1l,1 .--P" Il1ata~~ (1\ ~C! #= ~ S2~".~~' . . pe. ~~p Z) S;Ce,.vJ 'I :~: . ~ -St-:cls C3 lhfl/Jv '3~' p$f (Ii, 11>( .IZ/I) - 10 #- -I II /fooT' }~ ...,.. 1Qtt=/' _ . - · 9 i S;c '( rlrvJ.Sj t::;,.,,.,.-r B2.iF / ~fU;.A) T Vv I tit ~.~~~.~ liil;~-L _aN\r-.j~~\JLA ('O~.LF'i ~ ProjllCl .. 'l L~ C"ft) ~6 l' Al'~ -. CL^O~:)' N I S'fC11 0 tJ I bO ~ .> 2/.) ()3 1&.... fHl Ii. ~ h t( (.ij hi 6f UJ/l ![ ;::! 22 "_0 If "- ~. j- / .~ I:' \ i U~€ - ~W SWENSON SAY FAGET I'. A STRUCTURAL ENGINEERING CORPORATION Z12~ Tnin:! Avenue' Suile 100' Seattle' WA 98121 Offlcr: 206''1'13'6212 Far: 206''l'U''1870 ~. L'L~_' /---.- ..--( 18(. I -':;;.~ .. -~ .-~ A~ i I ! 3(-011 I ; L ~ t... I , I.:r:; ~.. . ->:1':.,.- c;f.; ._ ...,J~"_,.. /'. 0..0 .-'~-~~:- ~"'., ~ (::OV{- 2lJlJJ~.. Pro). No. ~ D..lln '? I ~ ~ I I - Fasteners (Screws and Welds) .....,~~ .- ~ ::: Screw Table Notes r,1:'-O:S'c:rijW''::saicrng ahd edge distance shall ~ot be less than 3 x d. (d '" Nominal screw diameter) .. _._'. .." - ,_ - ",._~ ,_.__, ;....., I . ' . 2: =, :'The allowablEfloads. are based Or:! .the steel properties of the members being connected, per AISl section E4. .- '. i. '':;'':;:When connehtin'g~ materials ~l ~~f3nt steel thicknesses or tensile strength (Fu), the lowest applicaole values ;. should be_used. ' 4. ,., 'Ths"nominal strength of the screw must be at least 3.75 times the allowable loads. 5. VaJues lr].cl!Jde a 3.0 factor of safety. ': "',-'<65 Df'AppilecflOads'may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3. -,' 7.'- 'Penetra.ti'6~ Of sCrews through Joined materials should not be less than 3 exposed threads. Screws should be ~ inslalledand tightened in accordance with screw manufacturer's recommendations. I' . .' j:;~:i~ ,'::;Si:~~1Jowable~oads=tor Screw-Gom1edions{~scr~w) ," .~. :'f: ~~~::':. .,.:t Weld Table Notes 1. Weld capacities based on AIS!, section E2 .. -. -.... - ....'r~ ", :2; .:.. "When conneeth'lg materials of different steel thicknesses or tensile strength (Fu), the lowest applicable values should be used. 3. . V~I.uesi_nclude a 2.5 factor of safety. . 4.~'Bl1Sed on the minimum allowance load for fitlet or flare groove welds, longitudinal or transverse loads. 5. ,Allo~able loads based on E60xx electrodes. .1'4... -t.", .... ":. . 6~~~ ::.F~tJl1at~ria! less than or equal to .1242" thick, drawings show nominal weld size. For such material, the effective . '. .'-' -lhroat afthe weld shall not be less than th~ thickness 01 the thinnest connected part. .~. ~ ~~. ',...' Allowable Loads for Fillet Welds and Flare Groove Welds ....-:~~:"i,..;"'<...-._'.~_ Ei 'i-::2'~~ . 48 ~, : SS~ 1;;!?; 1-- - -- ~Krazan & Associates, Inc. FIELD REPORT NO: 70759 . GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ;}..J.- /1-1.,1-6 :2 ()tJ c;, PROJECT#: / tJb -l)j-I'/9 PROJECT: r;/', I~NC~/rlJ.dI-- ff~os LOCATION: ?ENIN~tJtA- (6;~{J~ifL- KRAZAN PROJECT MANAGER: ::;J/5 CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: t!5'tuC) PI" /9-,tfG.E?JA' ~/' YK /? 56cbY c~Cd..t<- TEMP:7~ ~ b>1V 5/'TtC /bIZ tJ.,?A/>/TY ?;c~71N"~ CJ,c ~A-VrLt /?7J.r~ /,H ~e'el//A/~ A-e-etCfi Ar 7'hC,,01I&LCJ6~ Kb/b/.)/A/6. 1'~~-I~A-dZV~ ~A-aO J G,R""L);zL). AA/O CD~pt."o/k:7'2{,/) / C /"cr ~ ~A-T~R/AC.- uJ/;r,A/ Sr6U 1J/2t1t# tJ,gal1-7?J~Y /e:;~Z" /d#~/lct-U11r5 /j)t11j?A-i-17:tJ /2> 4- r/~h1 /9-.A/1> [)n::A'.s~ C~,,/J/77cJA/, #& C~;CH$re ~r tL;c,;4-r,p# fI:~J CCJ/f./7rz,+cr~1Z #rlS A&rf)/T/~n4G ~,.eK , t),N G"A.AI)~,. -'f/JtJllVfG ;P1hT/CAI'A-t; -41/1() AIJIJI no.A/A-r ~C)nt/J/fC-//~,A/ '7b 3.6 /,,c~ k~#,~b, /? 5P~/2$H CIE Cc;PU,,:J/'1c;,T-/Ch4 /f(~/:;t:)~ I ~ 91' t? h.e ks-T ,th'i--r~. Equipment/Asset Number(s): 1/2JJ~E/( S-70 ',L' To the best of my knowledge, the aboV~ WAS NOT performed in accordance with the ar;>proved plans, specifications, and regulatory requirements. , Superintendent/Representative: TeChniC~ r-. ,,~~~ Serving the Western United States) /501 Field Report.doc Revision I Effeclive Date: 5/25105 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any formal without the written permission of the client and Krazan & Associates. , , ~\1KrazaIl & Associa tes, I nc. COMPACTION REPORT NO.: 12918 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION dS- 4afJ ;td)h PROJECT #: I () b - &...r 739 >vl fL.,~ AWIJ /W{.. gM ~. P;t.N 1/'VS,U.t-1-t Cot.-~A.~IL ~B DATE: PROJECT: LOCATION: KRAZAN PROJECT MANAGER: CONTRACTOR: PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: tIi~tU() &/6 y~ ~ DC$l ~ ?r #NG~~eC-J C-t,~1! TEMP: 7~ }. D WASHINGTON DENSOMETER D SANDCONE 'RNUCLEAR TEST ~ OTHER rR 7~7S-1 ~paved Areas (circle on~ Agg / Asphalt D Building Pad (s) D Other D Trenches (circle one): Sewer / Water / Storm Drain fUtly LOCATION MAP Le+-. @ Test Elevation N + 1/-...of $/,..O Curve Unified Soils Classification Location(Comments) 8/8;".1)IJ Curve Density Required Moist % Percent Compaction 95- 11 /!.,!A IV ~ r rr /'11 s II tf.D - ' Map Location: o Attached Gauge# To the best of my knowledge, the obov Superintendent/Representative: 5 L/ "S-S- S7~3 / WAS NOT p"locm.d ;, o"ocdo,,, w;lh Ih. ~p~ plom, .p.dl;oo';om, o,d ceg"'OIOC, "q";"m,," Technician:. ~ L. Curve Tes et,!1 dS- S 7 Daily Avg. Std Count Densities Daily Avg. Std Count moisture This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate locations and elevations shown and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 27/-2200 (916) 564-2200 . (909) 974-4400 (253) 939-2500 (360) 598-2/26 (425) 485-55/9 2/5 West Dakota Ave., Clovis, CA 936/2 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 9535/ 545 Parroll St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 422/ Brickell St., Ontario, CA 9176/ 150/-/S" St. NW Suite 106, Auburn, WA 98002 207/4 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 /9501-/44. Ave. NE #F-3oo, Woodinvi/le, WA 98072 . ........ :_&'_~_._.:_- ---_.:.1..1 ... ....:. _____:. _______-' C__.L. _.._I..~:___ ..__ ~r.L.~ _1:._. 'T'l..:. ~_____ __.. __0 1.._ _____..,1..__..,1:_ __A' r____ ...:........ .L. ......:..__ ____:__=__ ....1.. .':.... ....J ,,_____ 0 . ____:..._ Revision 0 Effective Date: 8/16/02 { " BESTWAY (4?5) 444.2378 . .( f \, \ , "" ( I {)\ ~~J<razaI1 & Associates, Inc. FIELD REPORT NO: 71103 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ; ,; DATE: J?1-... 2oJ6 PROJECT #:~ ~..,'? PROJECT: ~ e/./..(':'<FA'.J3leAlM'':' 12m &f LOCATION: ~...I ~1f;&- PI"'. KRAZAN PROJECT MA AGER: .:.72~,c....6 . CONTRACTOR: \t~~d JURISDICTION: &7 :A;./dr("~'- PERMIT #: C,16-4P , INSPECTOR: cC:$4'I'4<W(r WEATHER: TEMP: r;(;o lY... f - o Z; ~~ ~ ~ '" M '*' Jd ~ ~-.L..f!b If 2e? ~'.4 " cf~,~ .k, L . 1 'i-i {1g (? //."7 7 L. 1 ' ~ I.L f I. S? ,-- It ....:f) k ~ L~ 2 . ~ ~ ofi~4~cf2i4Ws ~-;;;:!!~.: f~~' J;ic~c~ . . -/; 'tJ .:r~ 6.x, ,- r- 65 ~ A -:}p4 op~~#~~~~.~~/o/~~. "" I Equipment/Asset Number(s): To the best of my knowledge. the ab@VAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. ~d/'t!S (j/c1'DtJ,v>' ICe -;1J (# 73("1;;-k Technician: M;5. Ctv / ..# ()tLc r/rf"L,/~( -.J ," ~~KrazaI1 & Associates, Inc. FIELD REPORT NO: 71425 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION tic lA/l D JURISDICTION: ?T ANt5E t,f 5 PERMIT #: ~ I~ y ~ INSPECTOR: P S&1f L- ~ WEATHER: tJC/}~ r TEMP: ~ i DATE: & Ih{tf ::<M~ PROJECT #: I ~ 6 - tJ.s- / J ? PROJECT: SCIIiAlC/Z AN;") 7Itc#AI,,{.Ot$ Y 8t-f) LOCATION: /'if'A/IN5fAtlt C()~t.ILGC KRAZAN PROJECT MANAGER: 7;; CONTRACTOR: 6'H $I'r~ 'f7) fAl5;).-["cT/f4"M/JU j#J~77I-e n/2 "odic/< z/$/oI~/CR, / v y)tJ&tMI.5 jJL4CIN~ %~/Clc? A-T wEsT' LJA-~L tJ,c ;/JZc/lN~(tJ6Y Sc:,))-I . / J), J-, / ftJ 3 /1 ~ J} Mj),er/1/C S4-nt,r''-k:.. vJ-t'-fJ c'!;fTNNtf:LJ .1Ju..eI/V~ ?C/k;~n:.A/r ~F ~ F h 7 ~ ~dU/Utfi-S A-,,()J)/UJI'C., .R~ H,f)~A/cE CA' 26'~ 9 ~e12 6JVv:Jl2~s.flt.l~ 5:rd~A/(J5/>> /)A-T79, I Equipment/Asset Number(s): To the best of my knowledge. the abovef!?J WAS NOT performed in accordance with the a~~roved plans, specifications, and regulatory requirements. Superintendent/Representative: reChnlCIOiL ~ Serving the Western United States 1501 field Report.doc Revision I Effective Date: 5/25/05 The infonnation provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any fonmll withoutlhe written permission of the client and Krazan & Associates. 1- CYLINDER REPORT NO.: 26989 ~Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ~ ~ ~t)(o PROJECT #: It) ~- o.~/3 I( PROJECT: SC/~A/C.;[. ANI) /tfJ:.t!A/(JL()6 Y 11Lb LOCATION: ?/ZI'J IN. SL{'.A.. 6; LCtf..6/~ KRAZAN PROJECT MANAGER: j/] CONTRACTOR: PERMIT NO.: INSPECTOR: JURISDICTION: WEATHER: !kat 0 b /G 'f ~ ,.q .sj;[ L Y PI ;9-Al6"Ei-i <; () C4~'r TEMP: 6 ? Time Truck # Ticket # %Air Slump (in) II - Mix Air Temp. Temp. (F) (F) I [ZZ] [ill I Unit Wt. (pet) Reported Batch Data Cement Type I I -/1 I Design I I Actual 0 Mix No.1 hPL"SI Cem. Ibs.1 I F. Ash Ibs.1 I C. agg. Ibs.1 I C. agg.lbs. 21 I e,,,,,,,! IE sandfu~1 I w""81 I Admixture I I 0."8B Air En!. (oz/cwt.) Field Data Concrete I Supplier I Other I /J1t:;;e T~t€. /}cSI~H 1)'1(')( I Plant No. I - Site Mix 1>< I II II [9\)0 II - Placement Area Location rccf/Ndl..tJ6Y BlD p.~ / ok 3.1 (p/-h 7" tJl!s T t.V IT tr(" 1 Remarks PL.A-~cb d r J'rltIVtJlt,eO ;11~dl1/2.Y JJ/€-AC:17cli Please refer to Field Report No. 7/ r J.. 5- Water Added on Job IAfl (gals.) ~ Field Test Methods ASTM C143 D ASTM C138 D ASTM C1064 ~ ASTM C173 D ASTMc31D otherD Inspector I @ 28 days Date Specimens Rec'd. l' ~ Camp. Tested Break L b I~tr, si Dset# DUe a oratory Test Method ASTM C39 D II IDDD ASTMC109 D 1/ 101 II I ASTMC617 ~ II 101 II [ ASTMC1231 D II IDDD ASTMC1019 D [I IDDD Other I I : I 4. Shear [Z] Laboratory Data Cyl. Test Field Code Date Cure ~ Dim.. ~LlJI;'>ty II ~~ITJI 0D~~1 IDDDI II IDDDI II IDDDI II Remarksl Design Strength 1/11 0 a Max Load Area C.F. 101 101 IDI 101 101 101 Test Results ! I D Conforming D Non-Conforming I Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Results Reviewed By Date Reviewed I 3. Cone & Shear [] 5. Columnar (Split) [I[] ~Krazai:1 & Associates, Inc. FIELD REPORT NO: 70750 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: t2 7 .ftvt Y tLtJ ~ Q; PROJECT#: 1~"-rJ~7 39 PROJECT: f/CIIt:)"/~iE RNIJ '7EC!l#'''lt.''6Y gU; LOCATION: /1rfi 1-<1 $t-tlff (/JlLU,c KRAZAN PROJECT MANA~ER:-::fi6 CONTRACTOR: tI~~~ JURISDICTION: ?T ~#~/rZc.6 t' PERMIT #: 6/6 ?i9 INSPECTOR: r Sfrt.. Y WEATHER: Ce-.6/}/C TEMP: 7J--S/::) fJN ,7"/d. /ill< ,kttle.>Tl6A--l?tJN tJJ= E'X./57/A/~ 5u8G/2HM /:CJA/IJ/rltt7N ~R. ;:J;er LI'1NL IJL~N~ $'Ovif# $/ IJ!i: ~;:: SCI,eA/C,c .6tll LIJIA/6, 1"HL n1Il'IN })bt2.llof'/ ~,P R.{}/1-j) #J9-S 8~QV ~tA."T 70 'cUtlA//~H !&€rJlJY n KtC~II/.c GR.-AVe/" /J/fs.E. CtJlff/2.AO~1<.. I#f.s- C"J4A-.f}~itEJl) 7"/I7E. ~(i~ITI)': , /-IN!) S6"f)G.R./ wk-r,e12 "77261/&// 77) A- ,.&i/Z'YL fltV4> UN r'lEL DINe 6JAJ/) ITitlAl~ T- ~g€. ENE.rd.A.rleJN f >>1 (A'c.. /2., '" 2J.t-" ~N.>lrr r/#'(~~.Rh~mL..tJ l'N' $.ttlJ6R. uJ~T$;e IiNC ~ UL/h. /A../ 'f.:Jt-h> 96. % CPf1-1,)//rc;-tJON, S~it., i..f A' ,yI~)(r~~ ~ f"VV1-"~~"- /I r ~UN; LP4..AA.ey' >P/rl~f ,ffNO .5t!5M~ IVffIlV~ >IL.T~ 5/9N~ U)/T/-J 6/tA-J/tl:c;i - ) p;;/II5IT~ fi5'7'.s f'1Z/(;:b~-Z;4 ;:O~A1~;-<;J1/4T//)N4L A.uCjJ~s~s. P/l~o".cR()c.(."'v~ rp,fJ../TlHL/) A- SM/fLL. LtJc.At...IZ e,tJ A-~;5A c;f= ~U--J1A.fJ IN#; ~"/G IN -- . , . IlN.f l l.{ ( t" S f/l-PuI 71J:. ~12 MI G"/.,tf;;R, ~1tJ 01/1G- ~/vl"-' .?~/t1tN.(.tr.<<1W4~ ~N~/r)i.. 4-NO l/EIVr1h:-D .5C{.6~,eAtOlE IAI /fcc~ftJ7'h3L,c C~AI" /TMJ'v ~ K,e(;L/V,f;, (;,e/1vt&L BA-S'tt. tf'tfJ/1/)A.JA-Y VtC..elr/60 /~l)~ ,.:. " C -rtJ .J 0)./ $ou77ff/O-C SCI'<;'A/~ $Ul'&"/))A./(,_ -r=- ?/2~R#-D SOvtrH- e.J~t.uT 2~1'I1Z...I ~;= &1c.()rHI€~tf,1/fL SYSTI5M t'1V !V{)R. Tef S/olZ. ChiMP/A,S r ,q-r tC U !/pt-T I'dJA/ 355,;" S"(JIL CL;"'-l.jCJAcr/E.f) ?() . l)Jil./ok. /}-NJ) UN y./1/i.t..D)N~ ~NtJ ITltJ;V~ A/~;erH C02 cu. r; 2.tJNtE. 1. ~",vctl€S ~XfAUlfrt€1) /"6 h.<?#1 NA--Tiv'tf $tJlt. I /t"cAL) Y Pol< $rTC,k~/C.t." . ,.I $~W/C.R. (ietfNc/f fiT :1$" Sa~Tff "iC SltJ (i)/<.I.I~I€ ~r SC/E~e/i ~alt...,!)I^, C ~/3.SItR Lln:.v /2) {;()A/n9IN ilt4ck' ~~A-)/)C S~/t.S t1t1,c/( SILr/CL:-A- ~ t..}9--ft/~/< /"lplJtJt/E I'IP;[ .E)CT~Nj)/Nb 70 770zJl/~# Bcj7ft';' # ~?/f()U,l../1J Nlrrh..;Z LNrt2-Y YN'TtJ #If.Al~IIJ /9-NIJ L4~6'--C ~/ttGE5 ~ ne/~E rh(~r ..' , (i eCA- c. .s EI'ICtJ l ~.kf) '111.14 i) AI Equipment/Asset Number(s): &g~EIt.VI;:"fJ Pl(,Q,IIV~ EYCAt/RTltJ/V ;:ba. 8WL-bIN~, .. To the best of my knowledge, the abOV&WAS NOT performed in accordance with the a~'~roved plans. specifications. an~ regulatory requirements. Techn;c~n ~ S0 Serving the Western United States Superintendent/Representative: 150! Field Report.doc Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any fonnal without the written permission of the client and Krazan & Associates. ~KrazaI1 & Associates, Inc. FIELD REPORT NO: 71365 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERNG CONSTRUCTION TESTING AND INSPECTION DATE: 6 ftLl--r ;<cJ,(Jt., PROJECT #: I~&, -~r/J 'j PROJECT: 5'C//~Nc6' fi.N/J ?/{CNN~GtJG ~ gt."D. LOCATION: I%NIN.YUL-A- ~"t..c.~~'c KRAZAN PROJECT MANAGER: .m CONTRACTOR: '~J1/IV JURISDICTION: ;t?/" ;4-N6~c-~ S'. PERMIT #: b I~ Y J) 0. -.. INSPECTOR: I/1;-N/Y 5'1.5" ~L..Y WEATHER: t:!Jc.. As--r-- TEMP: c; I /)# S/.f~ Hit:. rS/J/5CnQ-L. fH.s/J~C7/~H ~r ,R/E"N/-t1~C.,eE/) CONC~/~rl5.. ;'t/.J-CL#ti€Nr eN.... l.J~c..-r,<~~ /..f4lL /ct:Jor, .fl./9-~ ,- ' tJ?l/ ;J r: c- K .. ;r J 'V H 1u'.L tU ~ ;f./ r w 11- s r N S" J? /[ c. ns;,. ""'^/ ~ .r '-'- /f-IVD /tlUItI/) 7d 8;; 1/11 LoN rolffflt4-r./cL LUt /"11 SrJ2vtcTu/C.4c lJllfJtuJltir;:S', .1~:': ~A--tC.tJ-Y ~ #f/</tPtzUS #10< ('-'76S/?zI:-;; u.J4--5 'pUe-/i:/) I1Y /31)0#1 fJU-r;1/;Q, LtJA/C;2/[,7'L WI4.s tJl/J/Z/9-T~IJ, , m/)< W11-5 7tf5Ti5-i'l hI? rt6t/U~~,4-ru"e/.i:. A-Nb scu.~;AJ, t'9N'-E S'k-/ t'J;? ht..LR e~vn;O;(,/is.$'uA/ ~sr Sj?)t:C-IWt6.A/.S wJ1-S cA-sT: /~lih&R.~NeL ClJNC/l..;Z.,r~ K,t p~"er I () 7 c2 5- ~~ c28' OA-Y t!!o#t.P/U~SS"te1N tfii"Suc:, -rs, I Equipment/Asset Number(s): To the best of my knowledge. the abovr!31 WAS NOT performed in accordance with the apGroved plans. specifications. and regulatory requirements. reChn;c;a~ )<0S Serving the Western United States Superintendent/Representative: 1501 Field Report.doc Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any fomlat without the written permission of the client and Krazan & Associates. ~ @31<razan & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CYLINDER REPORT NO.: 10925 DATE: ~ J t-J-'1 OL-OO ~ PROJECT #: / t 6- O.r?5') PROJECT: ,f'c.n[,v t-/; ;9--/V~ r~c,II-Nt't.,()6 Y LOCATION: ?E(V/A/5/..{uf ~U6"~;~ KRAZAN PROJECT MANAGER: '-::Ti3 CONTRACTOR: !/;5JA1 0 PERMIT NO.: ~ 16 Y l? INSPECTOR: (?;.f N N ~/~ C t!.- '-,-'" JURISDICTION: 'pr )?/Vo~tJ;5 WEATHER: t!) C;4-~ r TEMP: <;; I Time Tru'ck # Ticket # %Air Slump (in) II ,,~O Mix Air Temp. Temp. (F) (F) 1[m~1 Unit Wt. (pcf) Reported Batch Data Cement Type I / -11 I Design I IActualD Mix NO.! C~ ~"'Y61Y: Cem. Ibs.1 I ~O, F. Ash Ibs.1 I - C. agg. Ibs.1 I - C. agg. Ibs. 21 1/9(30 c. agg. Ibs. 31 I - S'", "'.a /J.F3' Water Y/~~ Adm;"""~ .J:r, I Other Air En\. (oz/cwt.) I I Field Data Concrete I X Supplier I 4Vd'ELE5 Other I I Plant No. I I Site MixEJ 17;7'0 114f""1 11/~r<<7 II N/A Placement Area Location L.A Crt.1.~1E. 1..fJt1c..t.. <<06;:; ~~/Nr:b~ea U1.eA/r- Zjvsp. .r -TKCy - cr:/./ ~1'e.1M.1.4/ t5 r <}A-Jn!' f./; D A- r 6 .{ t-I ~ :3 Remarks rl.J-:tC~b ,$y P~jJ) {/N3,e;4"f"'€' D" 1<; t).f YAA-IJS. lj/c =- o. <iL9 Please refer to Field Report No. 7(3&.7- Inspector Water Added on Job f0l (gals.) ~ Field Test Methods ASTM C143 [K] ASTM C138 D ASTM C1064Ix I ASTM C173 D ASTM C31 Ix I Other D I @ 28 days Date Specimens Rec'd. 7 J'kL Camp. Tested Break L b I~Oset# ~~ a oratory '---J ~~ Test Method II I 0 r---I r---I ASTM C39 rn .. ~~ ASTMC109 D II 101 II I ASTMC617 D II 1001 I ASTMC1231 52J II 1000 ASTMC1019 D II 1000 Other I I I I 4. Shear [Z] Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. I ~Owl $';<811 ! ~O~~I I J~O[M] I I 10[};JD - I I tOODI II 110001 II Remarksl Design Strength I ~ tJlJO Max Load Area C.F. 101 101 IDI 101 101 IDI , i J Test Results I Codes for Break Types: 1. Cone I X I 2. Cone & Split I A l Measurement Uncertainties: ASTM C39=Cores +/- 8% D Conforming D Non-Conforming Results Reviewed By Date Reviewkd I 3. Cone & Shear [lJ 5. Columnar (Split) DIJ I I ~~Krazarl & Associates, Inc. FIELD REPORT NO: 71363 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ) ','li.-\.tt. 02tJc)~ PROJECT #: 11)(; It/57 39 PROJECT: ~CI ~/I/CrZ ML) 77c:du g (;) LOCATION: P/tN r NSt.tt.A- CO L<:.-EG"L: KRAZAN PROJECT MANAGER: jll CONTRACTOR: fk)1/li) JURISDICTION: /:Jr ~/\I~ €~ PERMIT #: ~ I~ y ~ INSPECTOR: ? S.$~~r WEATHER: t!'c4:sv- TEMP: ~2... 6JN 5"rrtf:. -r.:P S-~J(/c.,L ~ol'ZT7Jte /,z,.c;Cd:(} /N t5'~,,::/c: l/~^IE.~;(" , fJ/'I .9~/,cNe'c JJ,..ut..Do./c;.. jjI!/hf'071/S IJ~ t../.) JAlt,; ;/N- 'pC.4c...€. M/k7Ck f.L/J ~/I.I LI un:. 7' ~ ~'rIf15 19tU4 ~jJL.!.-;"). Tr-' /l/~ S . SfJ t4iv'vWl 'It I f'L (7 S S'/kK( fJl?/JtJur71 u~E,f). k-f-rlE-/2..k.#cL lCfl/~2J.'/ /ZZr/'2 'C'AutjtJ/Z..c>f'/V;f' c'it2bvtfrI-J iJA-77J-. tJf! rc..../C. ON S rTX J 4- R~I/vhf/2C/LU1~r g:N~7'/Z:U'7li~ ~ fc[L~R.fJ1~1) tJIV R"OF C)F UG1?-4a;:, P1-S{)/I-( ~ 15 t%A-bO-L ~ tJ IJ.M 01 PLA-v!i.- ?li-I( \. / tJ ~tl{ S Y. 12J \ 0, t.J.. I'::: fA! la{/~GL .,....... -rJ.:1-~6,4 our ~Gfl-i5 I l~tJ ~ ~y' J*oi<~O 17~1Gf 4a_P#I''"Yl~R? t;:.~I//~PWI.J1--rtMIt IIMJ'1': if: r 1J7R., Rk.//V~H/ f(trl.f:it/2.4t.J 7'fJ 5T/41_G:r~R..-A'L- f)~fHU-C/\/~5./ I Equipment/Asset Number(s): To the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. T~hn;c1atL ~ Serving the Western United States - Superintendent/Representative: /501 Fidel Report.tlm' Revision 1 Effective Date: 5/25/05 The infonnation provided on this report is prepared for the exclusive use of the client. This report m:1Y not be reproduced in any fonnat without the written pennission of the client and Krazan & Associates. I-~ .' ViI<razaIl & Associates, Inc. CYLINDER REPORT NO.: 10924 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: .t7 JZ...~ tJ-tJlJ~ PROJECT #: / ~ ~ 1_ a s--/ .J1 PROJECT: &l,~ SCt F-Nc...E. AN/J LOCATION: . Rt:;l/tNf1A.{,4- r;.,~t{: KRAZAN PROJECT MANAGER: 76 /:t?/-II ~tl) CONTRACTOR: PERMIT NO.: INSPECTOR: JURISDICTION: WEATHER: 1/ CvYt ,:) 0/& r-/I ? ;-ab~ Pr7i 4NGLc..~S c/c~~ TEMP: t:.<. Field Data Concrete I Supplier ISPIEc. miX Other I ~()I(T41( I Plant No. I Site Mix IX 1 Reported Batch Data Cement Type I Design I >'"D II -- II II C. agg. Ibs. Placement Area Location t. ~/V-l: 9 ...f- J ,9-1'1'~'J<.. h R..:> r .s ~ JZ:,> ~F JI[..N;f.,C,R.. /J/?./cl<" C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. Water /f.f AI,e /)€.,.[) Admixture Other Remarks $Acl( jJ/4) /) t..l.c:r; Air Ent. (oz/cwt.) Water Added on Job (gals.) [Z] Please refer to Field Report No. 1/ 34> '3 Field Test Methods ASTM C143 D ASTM C138 D ASTM C1064.0 ASTM C173 D ASTM C31-0 Other D Inspector Design Strength I ! ; tJ 0 Max Load Laboratory Data Cyl. ( Test Field Code . Date Cure ~ Dim. I ~L1JI.tx'f II I ~D~I [I ~D~I II DDDDI II I IDDDI II [ IDDDI II Remarksl Area C.F. 101 101 101 101 101 101 Test Results I Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% D Conforming D Non-Conforming Results Reviewed By Date Review~d I 3. Cone & Shear [l] 5. Columnar (Split) DO r--~~ I ~. ~Krazan & Associates, Inc. FIELD REPORT NO: 71530 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: t2~ ...:T?l;V ;2ot:l~ PROJECT#: /6~ -0'>/31 PROJECT: SCtl.5'NCC API) ;"6t:.HIYfJl.tJ6Y 6/..U LOCATION: ?&~I'I'{S(;l(,A ('t#LI-C'Gc KRAZAN PROJECT MANAGER: ~f3 CONTRACTOR: '*m(J JURISDICTION: ~ie"'- fiNG C'tt. ~5 PERMIT #: 6 16 $18' INSPECTOR: I%IVN SE~L. ~ WEATHER: CL EAR TEMP: 7t!? f tJ;'/ S/T/E:. hR OHCI'2Ar~ /Z/9CI!rP1,bv/' .1'4/ ..Y2~g tJN~~/fL>E A-/ /~crt-<.,.eL #AI-L 1 ~/tl/JL IN~S: ~..? .hJ ~-: ~ .J:i -h> ~~, M '^,U$ THE. ltA..NN.eL. II'-4r""e s/tMI()~ IN ?t.J1c~ rll/ttJIAGnldtlT; ,;'f(j',t!)v/r ;!/EA ~lC.lJtlLt. ,8/261K, :2.7 -';14-;2.05 "r: ANGEL6".> j/)4/){ c: tf~ </S-#=-;J.. WI rH rll;e~/I')16>,.f rc..r:lctf() tint} Da;m /'1A#1/', ALl- C,t!)Nc~6rtE Ct:I#StJL/,fJA7?::tJ gy t/;.8~A1I"/<I, ~HC~~TE "7"E.>T6/) ~f? 71:!m~~/V1-r~RE AN/) .f~J,trn~, . ;t)NE 567" tJ"c ~tAl< U;#1P/2tE.SSrt!'tV $A-m;Ot.-,.r.S CA~ 7;REFLR&NcE 0i\1C/2 ;;;.rE .Rt.; ;::J<J~f / () 9 I;;::;'R. ~.Es'- DA-7"'"n /"L{~WIN(# ;J.. ~ -/}"v 1'"1; -;-15 , I EquipmenVAsset Number(s): To the best of my knowledge, the abov~ WAS NOT performed in accordance with the apbroved plans, specifications, and regulatory requirements. , ! Techn;cl~ 5"LJ ~ Serving the Western United States Superintendent/Representative: /50/ Field Report.doc Revision I Effective Date: 5/25105 The information Drovided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. " ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CYLINDER REPORT NO.: 10918 DATE: :1..:2 JtMJ ;200 b PROJECT #: / tJ(p - OS'I.3"9 PROJECT: SC/~c~ AHO /,t.~HOU)GY ?tD LOCATION: ,PLNI;\'/..J'U~A- CJ(_t-t:G'~ KRAZAN PROJECT MANAGER: 76' CONTRACTOR: tI~ J"YlO PERMIT NO.: h' /~ ~ I? INSPECTOR: ?!DV"<'/ .s-;;:e L... Y . JURISDICTION: ,J-6A--T ANG~L-6.s WEATHER: CL6A-;{ TEMP: 7t:> F I @ 28 days Date Specimens Rec'd. 1;t3 r,,"^, Compo Tested Break ~ Set# ~~ Laboratory I~D~~ Test Method II 101 ID ::~~~~~9 ~ II 101 ID ASTMC617 D II IDDD ASTMC1231 [k] " IDDD ASTMC1019 D II IDDD Other I I .: I I 4. Shear [Z] Field Data Concrete I )( Supplier I /f1Y'@Eu.:.5 Other I I Plant No. I / Site Mix D Time Tru'ck # Ticket # Slump (in) II 6,0 Mix Air Unit Temp. Temp. Wt. (F) (F) (pct) I~~I- %Air 16'~/o II ~5"D Ik.1;lIY II N/A Placement Area . Location tEcr~~ /-f,H.t.. .s,",6, / 6,7 I-d ..r; 31 . Sa? Ie "7, ~ IYl/NtAS -r~N.e(,.. $'/il?1fJt...€-D /1r II r- 6 , Remarks 'pt/IC.cP dY d()O~ ,Pt<.Mf', thd~"'r6/), w/c :: 0" y~ 7/$'30 9 dr <<. 7 YA~j)S Please refer to Field Report No. Inspector Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. I ~lLJlbx/~1 I ~0EE' 1~0 I I ID~D-I I 10001 " I 10001 II Design Strength I ~(7 0 0 Max Load Area C.F. 101 101 101 101 101 101 Remarksj i i Reported Batch Data Cement Type I 1-1/ I Design I I Actual 0 MiXNO.~ Cem.lbs. [:=J F. Ash Ibs. [:=J C. agg.lbs.[:=J C. agg. Ibs. 2 I B ~ 7 c. agg. Ibs. 3 Sand Ibs. /.:<. ~ .:z. Water ?O..oa.. 6,.. ~ Admixture p '1? '7 r/.'/ ~ ~ ~jrl Air En!. (oz/cwt.) Water Added on Job 170' (gals.) ~ Field Test Methods ASTM C143 I xl ASTMC138 D ASTM C1064 [R] ASTM C173 D ASTMC31 ~ OtherD Test Results D Conforming D Non-Conforming Results Reviewed By I Codes for Break Types: 1. Cone I X I 2. Cone & Split [] Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Review~d I 3. Cone & Shear [ZJ 5. Columnar (Split) ITD r u_ ! & Associates, Inc. FIELD REPORT NO: 71531 ~Krazan GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ;;~ JUIl/ 02-00(; PROJECT #: ICJt -o~-/3? PROJECT: SCI#NCc ?4,v,l) aC/fNIPl"tlGY ,eLl;> LOCATION: 1'6/t1/#5tlt,,4 ttJUUE KRAZAN PROJECT MANAGER: ..:.J7J CONTRACTOR: tlt:~O JURISDICTION: "q,~e 114j1/~~Le s PERMIT #: ~ 16 '/5> INSPECTOR: )7cN /Y SE.6L or" WEATHER: C~,6A-/c TEMP:7o '5 UJII/C-.c -$/?'"c rt7L~C6n?cN- / r 4.JA5 ~.o.>&t/~IJ ~-4r t4.-EO ?/?I#C;; et:JN.ln.~J-c.7?J~ 6/ct:J(...{__r~.clj 7#'~ /lLAcK ~/(GrlNIC 5(:)/ (..5 /reol"Y1 r/l.6 UJc/LA#o, '7#/.$ t...I-9'S' IUf;UtriJ/-4-TELY ~,4,sT o~ o~P/cE A-"e/.iA IN S~/"'=/VC~ !.?t,ut.,i)/,vG,. -71..() i) S/D~t>t..(tl,'r (:).(J YA-..etJ) c..c'I4-PS 4J~~ r/'9k"EA/ C:;t..<..T J4A//) It4/( ~ ~ 1'2. r ?t'r,;eUN rAdt-t1 S'rk T?JE c..G d;'2J.~ t.A C r// / #'. C'.:?I'V" 7r.?A-c 72:' ,..e tE571v/.1r4-T,cD rH~r rlT"c~ ;7.!)/.)lr.c~N;+L u."Jri-.b5 ~"c U/'VS'La r~7c.-E ,~u/ C, l'tf.-4-r4'2/-4L t.J()c.A. LO I-I-/J-?//E. 'TtD 8~ 1'?~&v4:.0,. C1);vrt2.A-c..7C)~ t.Jt'tS $/fIN(; C;9-d.~r:,:..<.L 70 STCJc.l< ;O/~/~ AA./If) ~6U5-c. ACc:C/'rP1P~I-~ /VA-lie/I.!'" SOILS WHEN &v~t-vvff~![t).. I Equipment/Asset Number(s): To the best of my knowledge. the abO~/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. TeChni~ (:A . ~~ Serving the Western United States Superintendent/Representative: /501 Field Rl'l'on.clm..: Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report Inay not be reproduced in any formal without the written permission of Ihe client nnd Krazan & Associates. -1 €;!KrazaIl & Associates, Inc. FIELD REPORT NO: 62273 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6 - 1..5-;" 0 t, PROJECT #i 0 b'- Of I 31 PROJECT: - 'C. 0CILNC6 b ILc/l. tJLJ:P. LOCATION: l...)vL f. LAu~f4j,tEnJ /lLl/iI. KRAZAN PROJECT MANAGER: . /h. g. !/ ~/J1 tl JURISDICTION: c- ;-r,? Ole jJ,-:. /J~?e [If S blt7'-? /1. / /J7~ /P? ~/C TEMP: t. CJ.J PERMIT #: INSPECTOR: WEATHER: CONTRACTOR: /f;(/!2~,J /J!/ tl~S//'t! /'//;J #'416 /lJ /Lau~.s/EJfJ fly Cv,...lr~~c-~~ lev;! W,!t ,1'1;';~ ),N.5 ~fcTa/\. f(,{r!'Z,4nJ /f,{'/!' j~( rLcT,e~ C pt~ ~P^fr?~#' s-relfL s'rt{~ AI/ACIl/Yl/t~1 Ct/~.5 Wt!C#k/:/ J'O l!eA'rn WLI? A;J,p' L.EtJtl'~ 'Adt.t.c 2~,c; A~LJ /f,J"r Ltfl/tfL , ALL tJ/~t.P'5 /L';C~,r;J I~;-{' /L~/V A/V'& A.v,). LJ/. / c/t'ri!^/I'1~ /-ICL LJ6t~.f Cp/"?;?L~/~,6J /~/:7;n ,T L);;6 /' (-1,(,14 t I.{ .c Llj~ . I EquipmenVAsset Number(s): To the best of my knowledge, the abov€ijJJwAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. TeChniClan:Cbp A~--1 _ Zio {;;/zt~ . Serving the Western United States Superintendent/Representative: , ~~KrazaIl & Associates, Inc. FIELD REPORT NO: 62073 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / j ..:fi.tN ;!.Ot:JV PROJECT #: /t!J~ - 0$7 c79 PROJECT: $"<:.//5NCE -+.N'./J T/5c I/NtJt~6~ 4'c~ LOCATION: F2:HI'.A/S"'t..1'1 C"l.Urt:/~ KRAZAN PROJECT MANAGER: --J73 CONTRACTOR: d M 0 JURISDICTION: ~~ r ;9-A/~&G-/Ef PERMIT #: ~ / t: tis INSPECTOR: ..Pd'AI.N' S'E~L. Y WEATHER: t:> CAS~ . TEMP: ~ / tr/V J/ rE h::;~ S"D/;CIAL. f/lltf/"/.:L17dN ~ ~=//V~~CI'E..L) CJA/C~~/;F f>U9c.€nJERV ,c}'T StJurH- END ",1= SPI.N~ . s: o.~. . C/?/ t)t:./.#'~s-. , ." 9' 1-0 I (. ~-. .:r ro K..1.. , KE/Nrr:,~rLM,GNr /tV ?~I"l-CIC ~~ r/.//cl<~A/~L> tt?t..-'9-0 /4L17//I/~ h>~ $'rl9l~$ A--AILJ O-eNCH. (3)#", r"e. t7 '/I5'A~lA's Q) #S- .P&~ Oc..J~N k': t!JF M I( H. V/9-""'~ 9.AA'AI'..eA' //1/ ~~4e:...c Adt!Jv.c #,4/9 d'!(".t/a~ /t;u~V'/);4-7?ON r/Vc5"lA t.-;4 'T7d# I' N P~I'9-~ Ar A~c.. ~xrUIPtf. C;<~dJ~j) r0~#t)rl-77()H .S"Ee::.7?~NS. ;l... 7 ~~1).f C'P A/Vt;,e?CS . 111/ J( C - 9~ Sl~..p:-e2 . 11&I/;'# r/D.E~M&$'/,I. ,P~4cLo 47" #~t!)~ .Pamp. t//dJf?A7IE/J ~ ~E/N~I("c~H-1~N7:"" ~~Nc~cr~ ??5srlfEiJ ~K' r&""/J~~A7J.lR~J SLlAMt; RAt'./) t)NE 56 r t)~ /"t::7u~ Cbmr'l€iE.s:.///J1V r5'A~c.es CRr57:- ,R~r&.R.IENa; CPNazt!E.7"J!! ~p"".A?r /ttJ 91.2.. ~/< -rE$r DJltrA. tU#It,6 PH f/ r6. 1</.5' pvJ:inie,,,;m&Nr rNr-"'~t: r/.E.L> rdH 7:"~, tJ" A r , C J11tl B.s- 7-0 f).S;. /1 r~ /.2 W,pt.t.J. R;tS'/Nr:,pRoe~~Hr C"Nh.,eM1F r" .srR."'crUKA~ ,l)/tAW;N~.r. t:f:, Y~~l)s &Jr /R~L> #t~~ #J/K s?',AI0, I ~l1tJt..l.:r ;Oll'1~Et) .6'y' ~ 'NI.r ~n1P ,r;A./t::J t/I~?/lA-rcL). ~N~ S"r/' t:)F rH,e~c C#lu ;l'dt'SMS. /.,A-8~~&A050 #Y ~"""'7J2AL:-7i1~. , , wrl?~ c.A.~ F~L.t. "r &:.I't~u.?: ~e'&".6" ~E.A/~ C/f' /t!J9/3 rtJll. nSI l/H77J. I Equipment/Asset Number(s): To the best of my knowledge, the above@) WAS NOT performed in accordance with the a~~roved plans, specifications, and regulatory requirements. , ! SUpe'nlendonl/.ep""""tallve, rOChnlclan'b ~ Lv ~ Serving the Western United States 150/ Field Repon.doc: Revision I Effective Date: 5/25/05 The information omvided on this reoon is crenared for the exclusive use of the client. This report may not be repnxluced in any format without the written permission of the client and Krazan & Associales. : Gl!Krazan & Associates, Inc. CYLINDER REPORT NO.: 10912 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / '3 JZtAl ~~~ PROJECT #: / tlf1- &S-/3' PROJECT: Sc.-//SNt;IE:. H){.i) LOCATION: ;?~/N.$UU+ KRAZAN PROJECT MANAGER: CONTRACTOR: PERMIT NO.: 7ECIIHd(,~6Y.R~SPECTOR: ~('u;GtC JURISDICTION: ":;-/3 WEATHER: I/C>>IO 6/yf/J' PM tv 5'I.5,E.l.... r' p~A-r MGL-e"..E$ (9 clt-S/ TEMP: I @ 28 days Date Specimens Rec'd. I/~ Je-vy Comp.. Tested Break Laboratory ~ Set# ~~ Test Method IL-.JD~~ ASTMC39 KJ 101 ID ASTMC109 D IDDD ASTMC617 D IDDD ASTMC1231 IkJ IDDD ASTMC1019 D IDDD Other I I -, l I , I 4. Shear [Z] 5. Columnar (Split) [[] Field Data Concrete I >< Supplier I /4,A/~~ l/E S Other I I Plant No. I / Site Mix D Time Truck # Ticket # Slump (in) Mix Air Unit Temp. Temp. Wt. (F) (F) (pct) Icm[lZ]1 %Air I <f':: Dl>il A-.N 11/.2.0 s a...11#A II ~. 0 . Placement Area Location SIPu.1'H ENO oi= $1'1"'';' .s: (). 6. S' To 1(. 7 ~ fD K. ". I IlIEINA;~antG.(v,,for J'rll-'~~ IN Pl.l4~. S'fJ~l'tt:l> if 7"-- 9.8 Remarks PLR~~D dY 1fl~14-t. PUWlP 4HIJ L/IIh'E. 0'~~?i;// Ir err ~7 'r'A-J!.D.f. (,4J/c ~ o. ~, ~~tP ? 3 Please refer to Field Report No. Inspector Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. I ~l2JI'Y/~1 I ~[mfEl -/ 621D~ I I lOuD I 110001 II 110001 II Aemarksj Design Strength 1'1 ~~~ Max Load C.F. 101 101 101 101 101 101 Area II I Codes for Break Types: 1. Cone [Z] 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Review~d I 3. Cone & Shear [] Results Reviewed By ~/ Reported Batch Data Cement Type I / - 1'/ I Design I I Actual [=:8J Mix No.1 C~?~ Y'.r;fd; Cem. Ibs.1 I 7 t:) F. Ash Ibs. c===J .- c.agg.lbs.c===J - C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. Water Admixture -p, Other Air Ent. (oz/cwt.) - Water Added on Job IJiil (gals.) ~ Field Test Methods ASTMC143!XI ASTMC13SD ASTM Cl064 I )( I ASTM C173 D ASTM C3l ~ Other D Test Results D Conforming D Non-Conforming , '" ~Krazan & Associates, Inc. CYLINDER REPORT NO.: 10913 GEOTECHNICAL ENGINEERING' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /3 JUN CX~oS- CONTRACTOR: t/6MO PROJECT #: 1"6 - t!J.r/39 PERMIT NO.: 6/~ t/b' PROJECT: 5CI.eNCc I4NrO 1r-C#NOUJ6Y 81b1SPECTOR: re/v,;V ~~.c~L y LOCATION: PEN/N5ut.J!1 ~{..t,~~C JURISDICTION: ~~,er A/\/6&LES KRAZAN PROJECT MANAGER: .58 WEATHER:!;; Ch.!7r TEMP:~r I @ 28 days Date Specimens Rec'd. /15" ...7UJ'/ Camp. Tested Break Laboratory I~Dset# ~~ Test Method L-.J ~~ ASTMC39 0 II IDDD ASTMC109 0 II IDDD ASTMC617!El II IDDD ASTMC1231 0 " IDDD ASTMC1019 0 " IDDD Other I I ., I I 4. Shear [l] 5. Columnar (Split) []J Field Data Concrete I Supplier I FMtJ fl,t..L Other I (;dour 11-114- .,- I Plant No. I 3 Site Mix I-I Time Truck # I It' : I 0 II 1J 8 Mix Air Slump Temp. Temp. Ticket # % Air (in) (F) (F) 1115l>8'rll h,M IIFLUIP 117~1[liJ1 Unit Wt. (pet) Placement Area Location /V~N-sne.uc.r~A'- emu... WA-(;L$) $.,rrc ,o.S; II -I-01;L. /,t:J? ~/,cr~/= WRt.L el<tlUrEE) ,R$/NH~~e#?&""r C~h~Wl;'."VtD. Remarks 6RIJ"T ,P~/1t:ct> /.?y L /N~ ~U~,IJ 1/1 6' ~/917.: i:). ~ ::: dJ. i~ s-: r ~""/</)5 'J073 Please refer to Field Report No. Inspector I ~>~ Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. I ~LZJI II I ~~I " I ~~III IDDD~~5P1JI 110001 II 110001 II Remarksl Design Strength lIs-po Max Load Area C.F. 101 101 101 101 101 101 i ! Reported Batch Data Cement Type I / - 1/ I Design I I Actual ~ Mix No. Cern. Ibs. F. Ash Ibs. - C. a99. Ibs. C. a99. Ibs. 2 C. a99. Ibs. 3 9.s-..r .;1.:17'-1 3d..7 ..( Sand Ibs. Water Other Air En!. (oz/cwt.) Water Added on Job (gals.) [2L] Field Test Methods ASTM C143 D ASTM C138 D ASTM C1064 I X I ASTM C173 D I ASTM C31 D Other D Test Results o Conforming D Non-Conforming Results Reviewed By I Codes for Break Types: 1. Cone [X] 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Review~d I 3. Cone & Shear [ZJ =8Krazan & Associates, Inc. FIELD REPORT NO: 66887 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: t - I 2 - t? b PROJECT #:i&9 t ~ 0,)' / 3 '1' PROJECT: ,C, CSC /'.l,.JC,6 -6 //cl? .tf2/~ LOCATION: is tJ 2 .t. t..4 f.,(;f i~.> 6.n.J 1ft, t/JJ'. KRAZAN PROJECT MANAGER: .J, /??, jJ' CONTRACTOR: 1/ ~m t? JURISDICTION: C/1-1 C?r /7. 4,v&,.,-f L If-.f PERMIT #: h / b- 'f g INSPECTOR: A. /A'/cfrl WEATHER: C-ctf4;{ TEMP: t,s-t:7 )(~/fZ4# ~// tP~ .5iYL ;//I/j P;#/L .4.5 &6)t;(6Sr,L):1 1?51 C vN /;<,4C-7"..:;,,( h~w~ L#/.:J? /-W-> /?.fC/>()'~. f(;<,41.,4~ ~y /~S/EC/,cQ' 'J Sfi, /"- tt:1I/h erV'r C L 1,9"'; u ,n/#,€,(S;??C: CJr 1. fLJt--L~ wtl-IJ...s,/1'/ J-r pw ;(p",r A;o/?t.C' r1/f~ C ~M/L.L7"'L, @. ..51e~L Sl'Ztd /1r//1CI/ML'r/7' CLI/ W~t.#.f /'& r/-tc-,.c tPr L~LJ~;f,< Arlt. {,6 A,J~ T:::> I?~A/Y) VJ!..il~;,} 2",,4 J..~vItL /9r /2.//-/( /P/l~ C .9~/i,f~ I (r;;) S'Jc.eL ..>J#~ /1 :J~CI/ /VIe",)!' C L/,# I/J~",p;s /7? Lf~rtfrJ w~tIf ,/1/V'd J,~~G~~ ~,r./t t.,e 4/f"1/1f w/)JJp WS &,;.J /,.,r- LL tlL L ,4/) 2 //...)i;-/;9 . /1.n1(} /2 /G.]- &.7 4i<L. C!?/"J/"'L-7c, /iLL WcLpJ /L,4e-L/./ ;p~;e. /L/!;./"/9,J?J /b ~~iE I J~c //~//1/L] br t:.. tJ,j?, #" S' <1 r,p;t:. tf.N'r L&i/cL 9' ~ /2 L ;""';E-.f J9 ,v~ ~c. ;//91 L 2 rp3,/~/2. V;:L#~~J- ";<e.cC>~~J ~;J AL~ /"A/t7"'/-/ k~/l-Z/J~ I EquipmenVAsset Number(s): To the best of my knowledge. the abovr:f!i!:j) WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superintendent/Representative: 'echnlc;o" ~ tf' ~ Serving the Western United States 1501 Field Report.doc Revision I Effective Date: 5/25/05 ~Krazan FIELD REPORT NO: 62068 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: f f~ .~~ PROJECT #: I(J~ -dS'i 3'1 PROJECT: SCloN<< AN./) r~eHNtH..tt6"; LOCATION: !'6N//V.sIi~ ~c"u~dtC KRAZAN PROJECT MANAGER: .:rU CONTRACTOR: ()~ put) JURISDICTION: I'r; A.A/~.et4 ~ PERMIT #: ~ I ~ 'I- ~ INSPECTOR: ~ S'E,cz"yI WEATHER: "c/tSr TEMP: ~t1 S dH' SI?"L ~~ 5~~t:.IA~ rNS~Gc:.7"Id# ,,~ C"/V~rE ?lArL~~r ,AT' 5lAA ON ~,fAb;r HR SI'I#~ J //Ap4~ "A~~/d~ IN ~~,e r#~t..l""p"~0/144VL. P~19 ~~~Vc~ ~~;f'/aQAY $1l.tt..AI<. ~t!INJ!f,,(eeJHG.A/r h~ 7}h~K,OI~ $ut4 AT' /YdIt.J7I SrA~~S'. ,Hl9lJ C~) #"1 $l41tS/ 7",0 /l-NrI) 8~H4W1., As 1'4~ ~AlI/USff.",,~ 8Lr~LN' .'/'. PA"S~/I/~H1iJ ANt) "liXN*;/ PJ/<,#. ~S- r""'JJ5 ~, AA/.4"~ ;21/ ~ L - 'I, ~S" *:1. WI?,II n4~~L!H IAhf-s ,.Pt-.4~ /..1y 1t!tt:l1tl-1 .AcMA . . e/JA/~L?'"~ r;?;:5U~ Hte S~U;U" AN'" ~~tt:AJ4~. &JI\'~ S.cr t9F,.c~ (>Jf"'.II.!C$JI4;t/. S~~~ CA-.T?'i RJ~~4R~4 ~ /11 ,& , 17r~ ~Sr ~19-'T19" OIV~ S~ r ",e :2KtI d4tJJlt.r~ 6#M~ ~Sr /)uA.lNC" C A1<< ~Y ~" Ar D.S"'. 1/ -h /~ t'N~F. A'.e'M/zA/C~ cR ItJ'IO /it,e. Tit:.rr LAf.n3. dJHsIIN hl~/GA-T'&j;) a) emu ~Il/SM r/S.sr s~n-I-""a.$. ?3 3, , ~llBll'".J) ~U~~ IN krlAAE. I Equipment/Asset Number(s): To the best of my knowledge. the abov@ WAS NOT performed in accordance with the ap~roved plans. specifications. and regulatory requirements, ! TeChnlClan~ fa t../ Serving the Western United States Superintendent/Representative: \ Revision I Effective Date: 5/25/05 The information nmvided on this rc:oort is creoared for the exclusive use of the client. This reoort may not be reproduced in any fannat without the written permission of the client and Krazan & Associates. 1501 Field Repon.doc CYLINDER REPORT NO.: 10909 @3I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ? SIAN :l. CJ c ~ . PROJECT #: I~' - ()~/3' PROJECT: $C,/.,.,C.E:. AHfj IEcHl\loL/J.'" 11L.().. LOCATION: Pi&HINhtc..A ~IJLl-L.i&e KRAZAN PROJECT MANAGER: cr/l CONTRACTOR: tiE" Jtt-1() PERMIT NO.: INSPECTOR: JURISDICTION: WEATHER: ~ I~ 'I H P. S€I5LY rr: AN6el,ES ~ c14-S r I @ 28 days Date Specimens Rec'd. I 'i .TC4N Camp. Tested Break ~ SetH ~~ 1~c==J~~ Ic==JDI I 1c==J1 II I Ic==JDD Ic==JDD Ic==JDD I I 4. Shear [Z] Field Data Concrete I Supplier I AN~J;U.s Other I I Plant No. I Site Mix D / Time Truck # Ticket # Mix Air Slump Temp. Temp. (in) (F) (F) II (,.U' ICZZJ@I Unit Wt. (pet) "10 Air I~:I>"'II A$)- 'IV,2&oy II N/A - Placement Area Location S.~.~. IIr SP,,,6 7 ..:rfo K. ~} /,/ fa f ll1le.1GtN~O JtJ+8 S1"4~/' A r Nf)/lrll srA/,es. SAl'hfJtMJ AT" 57 8 Remarks Pl..4"€D B'r 6f)t!JM P"'*P, hl.1€A( IH,frN A~')I~I) Tb hUK I' (Jr ~~ Y.t>S. ~ =~, ~y Please refer to Field Report No. h ~ () ~ fJ Inspector I ~ )lL~ Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. I ~L2J1~)(11.1I I ~rmEE' ~c==J[0 I c=Jc==JDD I I 1c==Jc==JDI II I 1c==Jc==JDI II Remacksj Design Strength I ~ OtJO Max Load Area C.F. 101 101 101 101 101 101 TEMP: t a Reported Batch Data Cement Type I Design I Mix No.1 c~"Yr4!.:L1 cem.lbs.1 . II ~/~ F.AShlbS.~1 _ c.agg.lbs.~1 ~ 1/1.1'1 I~ I;JI# I I-II I I Actual 0 C. agg. Ibs. 2 I I I I 'I C. agg. Ibs. 3 Sand Ibs. Water Other Pi I Air En!. (oz/cwt.) Water Added on Job (gals.) ~ Field Test Methods ASTM C143 [R] ASTM C138 D ASTM C1064 [2{J ASTM Cll3 D I ASTM C3l 00 Other D Laboratory Test Method ASTM C39 ~ ASTM C109 D ASTM C617 D ASTM C1231 ~ ASTM C1019 D Other I I Test Results , D Conforming D Non-Conforming Results Reviewed By I Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [] 5. Columnar (Split) [[] ~-= Z Associ ~ & GEOTECHNICAL ENGINEERING . ENVIRONMENTAL E CONSTRUCTION TESTING AND INSPECTION DATE: e ftA.'" "'-~()~ PROJECT #: /tJ6 -~S-/~9 PROJECT: SGI$Na H#./:j r~<:HNl)ll)(;Y . LOCATION: PENINS I.l~ C()/,/.,UE KRAZAN PROJECT MANAGER: TP . Field Data Concrete I I Other I ~~~ Supplier I SPet: mix I Plant No. I Slum Time Truck # Ticket # %Air (in) I ':~oll - 11 - II - II - Placement Area Location risN~,fII!~ . IV""' ,.r P. r / I I ftk&.tIJ 8y n-A-NiJAtflI) 1I1.IJs(J"l1 Remarks Please refer to Field Report No. ':1.. Inspector I ~ '-1 I Laboratory Data Design Strength I Cyl. Test Field Code Date Cure [iJ Dim. Area C.F. I Ir.r.r~D 7 1")( ~ II 101 I ~~I II 101 I I~~I II 101 I IDDDI II 101 I IDDDI II 101 I IDDDI II 101 Aemarks] Results Reviewed By I Codes for Break Types: 1.Cone [ZJ 2. Cone & Spl Measurement Uncertainties: ASTM C39=Cores +/- 8% ~~ -Kr --....= a an ates, Inc. NGINEERING CYLINDER REPORT NO.: 10910 CONTRACTOR: ~ I.M 0 PERMIT NO.: "I' Y 8 BLi'J INSPECTOR: I? S.c.G'L, Y . JURISDICTION: ?~ AN~h~4'S WEATHER: t5 c.+s r TEMP: ~t!) Mix Air Unit p Temp. Temp. Wt. (F) (F) (pcf) I~~I Reported Batch Data Cement Type I. 1-// I Design I I Actual EJ Mix No.1 I 'rHPc$ c.mlb'B S"~IEC. F. Ash Ibs. bJ,/K C. agg. Ibs. S""~ C. agg. Ibs. 21 I ,.oJf6/JUc7 C. agg. Ibs. 3 Sand Ibs. Water A$ V~EI66A . Admixture Other Air En!. (ozlcwt.) TAil Site Mix Ix I 7 .,. /8-1t.- ~'C~~S . ~J.I JI),fJtr:;17e.C a,,. Water Added on Job ~ (gals.) ~ Field Test Methods ASTM C143 D ASTM C138 D ASTM C1064 I xl ASTM C173 D I ASTM C31 I ><1 Othe 1'60 Max Load I @ 28 days Date Specimens Rec'd. I~ ..rIA'" Camp. Tested Break I~Dset# ~~ Laboratory ~ ~~ Test Method II IDI ID ::~~~~~9 ~ II IDI ID ASTMC617 [R] II IDDD ASTMC1231 D II IDDD ASTMC1019 D II IDDD Other I I I I 4. Shear [Z] I'. Test Results D Conforming D Non-Conforming I it[] Date Reviewed I 3. Cone & Shear [] 5. Columnar (Split) OIl '~~KrazaIl & Associates, Inc. FIELD REPORT NO: 62069 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: f ..f iA..AI :lt5b~ CONTRACTOR: VEMO PROJECT #: /tP(;, -()f'; ;1 C; JURISDICTION: Pr A-,t'~;~S PROJECT: ~'4NGIL hNt) 7L~NiJ~tJt6Y I(.j).. PERMIT #: "It;, '18 LOCATION: I'~K/Nsueh u~E,.' INSPECTOR: I! S~.el.~ KRAZAN PROJECT MANAGER: ..fg WEATHER: () C~Jr TEMP: ~() ~ 1)# ~;rL ra tI~;(~,cy tf:'&/J'TAlLi2h1I1-L ~E.NeN ''''v~ M&/(//(.& /N LASr 3/LJL ,,e ZtJNG~. eXcA//ArLLJ NA7JUE: St:J~~$ d~/N~ ,P~cLt) I'K L/'~ AI~VL &;,a;7'Mc/lm~(.,. L.IN~5. ~",.tt" r,u)/J~A 1'/\/ 'p6"A ~A!J4u'G:L. , .. 5~,~ ';:'~U~/~n' 6r' .J';~,y /I'NL $AN,t) u)lrAl St./d$HT ta4AtI.Gt ~iJNr-G'NT: M"",n~/lJ"L. IS Jl/~N~Y 8~~iI~6/Z ;90 t!J~rll14UH( 1II/J41SrM.A!L c..~7ENr.. ~NrJlUfC.~12.. ,/.J' USIA/~ 4?,qG~#I1Z I41IJ/;iNnE~ N4-€ JlJAk'; ..4N~ 7);I~N(. Y tAJ41jhfL'T/NL F/~~ n ~ .().€'Af'r$ AA//) UA/~A~IJ/;V~ r..o4l'1J/r;4A/" pf~nA/Ac... W-~5 "17{.~rl!.() W/r'H ,Y5 II .PIAfflLa~ ~"/~rh\ .sr./lZL"t:. ~~~ 'tlh.IJ~ / 'ld t'. (..gift) WI r/ol ~L~l.n",~ /..rA'L 7/l.A r~;N.f ~P' ?":2" ~VIEA,4.(;L~ ?H/~ r#tIJ,~rJrs A -r~,fltd~(fILY U"'~~IIG?.cA L/.)A/tJlrltlN~ r/~~5 ~6't:.. r""'~1 .., Equipment/Asset Number(s): To the best of my knowledge, the abOv~/ WAS NOT performed in accordance with the ap~roved plans. specifications, and regulatory requirements, l Techn;.;"", ~ ~~ Serving the Western United States Superintendent/Representative: 150/ Field Report.doc Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any fonnat without the wrinen permission of the client and Krazan & Associates. ~Krazan & FIELD REPORT NO: 66886 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: b -~- O~ PROJECT #:-j; ~ t.~ 0..5/3 9 PROJECT: . C- { S" c /L,.)l.-/6. .6 /'.tc,!I /?t.,;?, LOCATION: /,J'O 2 ;{..L4a~/i.1,J~~ I1LI/# KRAZAN PROJECT MANAGER: .f/Y? /? CONTRACTOR: 1/ ,t/l') tJ JURISDICTION: Ci1'-;t cr /f: PERMIT #: tit Y;Y INSPECTOR: /1. M ~ fr1 WEATHER: /' / c /1 ;'V'? / t~.f . $ TEMP: t:? 1(;(42,4"J /!L/ t?~ ~;7C' 7/-1/,;) ~4/L 45 /.tc?uIfS/~P' il'i C.;;,.) 7/</!C,~~ /t/,rf. sh C//fG /;Js/~C ;//o,r1. )(,,(4 z4.rJ /f~/' I#InL7e#v 6.MU. //.1'// ~ /27-r' c; S7k/tt .5"/ud SI.1//'#r~ 01-//0' r),..J L.,.;tfI ,L/ft/,6c, t9rJ ~L;;:;5 w{Lp1J!,f? ~~ .L~tlh..~~ /1;:JIf-tl:f 4~?l I!.f't?/h tv'L Ifs rLt'~ r-f ;1,.1# 1<':;17/ J..cv'Lt C.LI'/~ w~L#.6/ ;; (j~t4frl W6~:S ;C,L.tPJ ;C-:r. 51" L-L ~ / J: ~ p/'/ C-L/~ t?;-J .2,.1# LL5'i/~L / 2 L/~;E w,&c//# "f.;7 ),;f~6-;!.~ /l".Jt~te .4~# f?,lf/f/h !.J,LIf..f r;e~P7 ;-/-5 /f;z/tJ ~pp~ L tilt/; C t.//f //./cL~L.~ IV ;J~/1/1'7 we!!.! r,(or"7 1-1- J: v ?t-4 -5 /l.rf c,6/ ;?;; ~ tl j??~;l j.. :J4 ~/.( Sty'/ W 14. If o. -;:r k/ &C / S"7 IN ti~/i I O.JI/1 ,If? /;- if.5 . w1K6 1 WG,L#s h ~ cL,t? /E,< /L~,J d P// 7.9 LIJ,f1~1 I Equipment/Asset Number(s): To the best of my knowledge. the aboV@WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. Techn;c;an [~ /t' ~ Serving the Western United States Superintendent/Representative: /50/ Field Report.doc Revision 1 1=<ff......ti"p n~t... '<:;17"/0'<:; ~I<razan & Associates, Inc. CYLINDER. REPORT NO.: 10145 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: h - 5-'.. tJ " PROJECT #: / v>l - 03-/:3 '1 PROJECT: S:Clt,YJc..;E...&. ;.6L-/1 '/JLt:1. LOCATION: j,J'p2. Lt1to!/dS'&"nJ 15ivJCJ. KRAZAN PROJECT MANAGER: 0./17.$. CONTRACTOR: PERMIT NO.: INSPECTOR: JURISDICTION: WEATHER: Field Data Concrete I Supplier I Other I //?P///1/t I Plant No. I Reported Batch Data Cement Type 1 S~c:.- ~/X I Site Mix [Z] Design I I Actual [Z] Mix No. -.6 S'" Time Truck # Ticket # %Air Slump (in) Mix Air Temp. Temp. (F) (F) I~~I Unit Wt. ( pet) F. Ash lbs. Cem.lbs. 1/;00 11- II 11- II Placement Area Location L inJi! / / / !J,O' - 0 / / 7/;:> / 2 Cou.<5~ / Remarks S/fG/( /~ptJl1?T ~ J / ./If m /)'~# Please reter to Field Report No. t & 8>8'0 Inspector / /1. 7/l~.A? Field Test Methods ASTM C143 D ASTM C138 D ASTM C1064 ~ ASTM C173 D ASTMC31 D otherD Laboratory Data Cyl. Test Field Code II';; licure RlI2~~'11 I~] ~[z]1 12 &--'~c=J1 1001 II 10001 II 10001 II Rem.",1 Design Strength I / g't? CJ I @ 28 days Date Specimens Rec'd. I t. - t- t? 6 I Max Camp.. Tested Break Laboratory Load ~. Set# ~~ Test Method I~DL-JL-J ASTMC39 D II IDDD ASTMC109 D II IDDD ASTMC617 D II IDDD ASTMC1231 B II 18BB :h:~IC1019 I ] I 4. Shear [Z] Area C.F. 101 101 101 101 101 101 Test Results I Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% D Conforming D Non-Conforming Results Reviewed By Date Reviewed I 3. Cone & Shear [l] 5. Columnar (Split) [[] . . . ,. ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION " CYLINDER REPORT NO.: 1014 7 CONTRACTOR: PERMIT NO.: & / INSPECTOR: JURISDICTION: WEATHER: ~~LlL S TEMP: C. 3'? Field Data Concrete I . Supplier I r.< ~L1 /I/i. (. Site Mix D Other I C/()I{ I I Plant No. I .3 Time Truck # Ticket # , 12;ct?II t. 7 III $'9zo II Mix Air Slump Temp. Temp. (in) (F) (F) II rtui# 1[llJ[ilJ1 Unit Wt. (pet) %Air - Placement Area Location 8; J~t? ~ ~j l/lbJZ 2 NI? ~ I). /'j:/ ~/9/'?/L/!~ .5'/1 m'c Remarks tf-~o~/ ~(~/.6/) 1//J?/47/t4l J ,!,t/J' I Lf J lV/C Please refer to Field Report No. t ~ g?b Inspector! /I. 7/P ;-;"',n-; ! Reported Batch Data Cement Type I / - / / I Design I I Actual ~ MiXNO.j flV/f'.Jo,/ I cem.lbs.1 II & {/7 I F. Ash Ibs. c:=::==:J~ C. agg. Ibs. c:=::==:J - C. agg. Ibs. 2 c:=::==:J _ C. agg.lbs. 3c:=::==:J~ Sand Ibs. c:=::==:J~ waterc:=::==:J J{J,J tAt. Admixture~ 3 ~,t ,,-t otherc:=::==:J1 - I Air En!. (oz/cwt.) I II - I Water Added on Job I S- I (gals.) Field Test Methods ASTM C143 0 ASTM C138 0 ASTM C1064]X] ASTM C173 0 ASTM C31 0 Other 0 Laboratory Data Cyl. Test Field Code Ilt~t~ID(-rI13~mt II Ir221JD[mEB1 I[?Zi]D~ I IDD[H] I IDDD! II IDDDI II Rema'ksj Design Strength I z.. tP 00 Max Load Area c.F. IDI 101 IDI 101 101 101 I Codes for Break Types: 1. Cone I X I 2. Cone & Split r ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Results Reviewed By I @ 28 days Date Specimens Rec'd. I (; ~ b -061 camp.. Tested Break Laboratory ~ Set# ~~ Test Method I~DL-JL-J ASTMC39 0 II IDDD ASTMC109 0 II IDDD ASTMC617 0 II IDDD ASTMC1231 00 II IDDD ASTMC1019 II IDDD Other I I I I 4. Shear I / I 5. Columnar (Split) [J[] Date Reviewed I 3. Cone & Shear [Z] Test Results o Conforming o Non-Conforming \'~~KrazaIl & Associates, Inc. FIELD REPORT NO: 62062 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / 7J1..N 00()~ CONTRACTOR: VC:m 0 PROJECT#:~?6JVC.c /9#.& 'r$C#/V~Lt'G;J RLprr JURISDICTION: "Pr /fIV~~?":S PROJECT: ItJh -~>r 7ge PERMIT #: 6/ (t.f~ LOCATION: jJ~N/.#>t'''A CL'L~A6/[. INSPECTOR: ;P ~6~Z y' KRAZAN PROJECT MANAGER: Ta WEATHER: ~ L/9-$T TEMP: t: .3 0/1/ 51rL' ~~-e S//$Ql"lt'.- .zN.~;PEG770111 ~"c L::JNC/2/LrL /JL,4&:k/J"I/I/I/?; A~I7t9-~ jJ~/f~tSD; 7/;-L# !?LIJ ~Tllaf3c)U1 5l-~8) r -1fo.--T; 3rz, ~ L !5c,Tt1.eJS: J..J~LL rU,A/N~ L- 1#I.;C,J!ANI{J4( tYL n-~/'TIA-NN-e L fZ#6;1 ~;e-rlc~, .5'L,,4t? -".AI ~/2A-j)E. K -2 ~o L . 9,,,2"7b 1/. 8, 4.),lJ-7L/C/JL'()tJP/N'~ ( / / hL>m/ X7].i~1.E. Llr)"6 t) /# TvtN'k~ L. ,5 L/9B. AjJ~/Z.tJ>< 70l f/J)rS ,;P6..9c~O l1y ~c;J'H m~'l~ /1#;') LIA/Z, j/4~p,e .3.4/<"R.7!f:A /}-,(/.o ~PW~~f /.-1/ /2#~, ~E~E'R~,ya CR /tJ'I// ~~ -'?/EST /)..4777, 11J1I1Z-~ ~I'V ,'1/TI!:. . /,;[".Ml/~~J?)~Jt'J ,n/'l.fbyt,ey fN$~Ec:.7/~N dV' , hlZ~T r" LIFT /JP" AJHLLf.#-T lJ.r7'-D $.5"""; // '?'-a I'~, /6I/'1h,ec/EU4c/l/ /# f/L"TCt!:. ~A:.IZ $-r/<.tAC.:T~ jh2frt-4J/HG $" HU/t. .YA-,e.u..l ~~ F~/J ;/tt.L /J?I)( S-~.s-.430.1 ,PLr}C/~tb t/t'/9 Ptl#1/; tY/lf/2A-7?DJ. g:;/ft9~5r&;r //V ~?;>J-c..-./i:., ~/C~~IC~"t/C~ CtR /tJ1tJ~ h~ ~t'JU~/ZIE"55/~,y ~>T LJ/l-n9. /1 /l1~/ZrA-t12 ~~H1;Ot.~ W79-;; I!:)BrA-/N,e/J "pM~)/VC C~'1<< 0/9 ~ uP AT CI/V,c /~ . C 7-?> 1) J :3 --f- ~ Loull5'lZ"$ .. K/rF~,-eJrN c~:- I ' CR /O$t/~ h~ 725sr l)~r;1-. I Equipment/Asset Number(s): To the best of my knowledge, the abOv~ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. . TeChnIC"~ <;~ Serving the Western United States Superintendent/Representative: 150! Field Reporr.duc Revision I . Effective Date: 5/25105 'Ow- i.,f"rm:1tinn nmvitlpd nn Ihi.. rf"nnrt i~ n1'1'n;Jrl"d for tht>; f"_,<c1t1<;ive lIse of the client. This renort may not be reoroduced in anv fonnat without the written oermission of the client and Krazan & Associates. ~Krazan & Associates, Inc. CYLINDER REPORT NO.: 10410 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / -rbtt{1 .:2-Q:)~ . - PROJECT #: / Cv -- 05"'/:Je; PROJECT: SC/!;:N&;: A-tV1J ?i:Gl./N~LOti. yJ , LOCATION: . }J6tV1!l/JUt.---14 C6&0~6. . KRAZAN PROJECT MANAGER: -,r3 CONTRACTOR: PERMIT NO.: INSPECTOR: JURISDICTION: WEATHER: Field Data Concrete [ Supplier I Other Itl}1lJ Q., Ii F<. I I Plant No. I I Site Mix ~ Time Truck # Ticket # Ilt::~}II-II-11 Mix Air Slump Temp. Temp. (in) (F) (F) II 1[fl]~1 Unit Wt. (pet) %Air Placement Area Location L 11'1 tr. I)", I C. -r~ D/ 3 ~ Y Ce'ae..5l!:.. Remarks ?ACI< /Jfi.~;~ 5" I 17[. 14'11 K/r../) , Please reter to Field Report No. 6':<tJ62 Inspector I g~ ~/L- ~ Laboratory Data Cyl. Test Field I Code ~DCZJId-~mYII I l~D~CLJI I F=f1~[~] 0001 II 110001 II I IDDD! 'I Remack,j Design S!rength II !' /) {) Max Load Area C.F. 101 101 101 101 IDI IDI , Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [l] Results Reviewed By Ut::MO 0/6 eM /? f:EtL)" Y PT #Nth~?iC r o f) C-~ TEMP:lG J> Reported Batch Data Cement Type I S f'E C t41 / J( I Design DActual[L] Mix No.1 I Cem. Ibs. F. Ash ~bs. I I I Admixture Otherc=J1 I Air En!. (oz/cwt.) c=J1 I C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 31 Water Added on Job r---l (gals.) L-.-J Field Test Methods ASTM C143 D ASTM C138 D ASTM C1064 ~ ASTM C173 D I ASTM C31 D Other D D Conforming D Non-Conforming 5. Columnar (Split) DO @3Krazan & Associates, Inc. CYLINDER REPORT NO.: 10908 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / 5tu./ ~c. PROJECT #: I/.)6 - CJ3- "..? 1 PROJECT: f'e 1,<{Il/C,(.. /7";VL) ?b.c...yN~~~ tr yJ 01/) LOCATION: f/IEN/N5/,lt._A- (L'~t~~tE KRAZAN PROJECT MANAGER: 58 CONTRACTOR: PERMIT NO.: INSPECTOR: JURISDICTION: WEATHER: 1/;;;1/1 0 1;/' fg P 5&::h" t Y , // /'JAlCI;b~.) L!J C:-'T5 / TEMP: ~ "5 Time Truck # Ticket # %Air Mix Air Slump Temp. Temp. (in) (F) (F) II"cLtt/o 1170 II ~711 Unit Wt. (pcf) Batch Data Field Data Concrete I Supplier I ~~t:: II r-r1 C L Other [ C; lZo (.A 7 I Plant No. I 3 Site Mix D V;{ ! YD II 9 '). 11/'!!71 II - - Placement Area Location 8t 5"" t~ lJt~ II -fe I~. 1$1 'I" t./rT 5' R-11.-1/ iti.~ f~1.1';:. Remarks v/(~ ,l?t4~~ I tJr l.?e,;r~D . 7' Ylt-~{)J v;/c : tJ~ y #- Please refer to Field Report No. ~ :;;'/J f; ;Z Inspector I ;; JCLt.. Y Water Added on Job IUI (gals.) ~ Field Test Methods ASTM C143 D ASTM C138 D ASTM C1064 ~ ASTM C173 D ASTMc31D otherD Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. I l~lZJI3)( ~II I ~~r=H1 I 10UJD~1 I 100DI II [ 100DI II Rem.,ks] Design Strength 1;2.6>00 r @ 28 days Date Specimens Rec'd. j,(0~ I Max Camp.. Tested Break Laboratory Load ~ Set# ~~ Test Method I~O~~ ASTMC39 I8J II 10DD ASTMC109 D II 101 ID ASTMC617 ~ II IDDD ASTMC1231 D II 18BB :h:~t019 9 I I 4. Shear 1/1 5. Columnar (Split) [[] Area C.F. 101 101 101 101 101 101 Test Results D Conforming D Non-Conforming I Codes for Break Types: 1. Cone I X I 2. Cone & Split I A I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed [ 3. Cone & Shear [Z] Results Reviewed By ---I ~Krazan & Associates, Inc. CYLINDER REPORT NO.: 10411 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: t/;;;lA/1, V PERMIT NO.: tG / ~ Y ~ INSPECTOR: / J'A:~ ~,~ JURISDICTION: ? r )'9~/2 vA-- f - WEATHER: d C ~ r- TEMP: 6 '5 DATE: / :TuA./ C:<Co ~ PROJECT #: I ~ 6 - 0'>-13 9 PROJECT: JC/ENCE ANt) r~~,I;V'~l.':!~Y t$tv LOCATION: KRAZAN PROJECT MANAGER: Slump Time Truck # Ticket # % Air (in) Ir~~;lrll Arr II i/f',y.;t II A!,/,1 II ~r Mix Air Temp. Temp. (F) (F) II~ g II~ tl II Unit Wt. (pcf) Batch Data I -II I I Actual 0 Cl~yS-#,;J Field Data Concrete I ')<. Supplier I AAI~!IZ CES Other I I Plant No. I r Site Mix D Placement Area Location U.4-rtr'..e6e ffl 5"c:.rI~ r ~ oJ-r; J' rd ~ L."t:J~/;[j I"'''J;["~H tz..~.o~~ L f't. "'.3 .,;- .H1 /!' cl-/ .f '-48, ~/,~/C/..! 5' ~~ Q - ,I k. ~ -f~ LJ 9.::L -10 /1.8.. 5;t~,I)i.~~ Ar 9.:7 ~ / t:' , j 1(.;' -f~ K..J '>t; Remarks ~t~"6() lJy ~ 1N't'..~./'t?"'rn jJ~l') A-r J),?1.AJtr-t ~ .. If.r- pI 7;l. Y'I>5', VI J.;1 /L/f- n: j) Water Added on Job ~ (gals.) ~ Field Test Methods ASTM C143 [lS] ASTM C138 D ASTM C1064 ~ ASTM C173 D ASTM C31 [K] Other D Please refer to Field Report No. 6 ;1..?J 6 ~ Inspector Design Strength I r trtY-iJ Max Load Area C.F. 101 101 101 101 101 101 I @ 28 days Date Specimens Rec'd. 1.< JL-UV Camp.. Tested Break Laboratory ~ SetH ~~ Test Method I~D~~ ASTMC39 ~ II IDDD ASTMC109 D II IDDD ASTMC617 D II IDDD ASTMC1231 ~D II IDDD ASTMC1019 II IDDD Of"., I I I Date Reviewed I I 3. Cone & Shear [Z] 4. Shear 1/ I Test Results Laboratory Data Cyl. Test Field Code Date Cure ~ I 1~L1J B~[ill ~~ Dc;JD I'DDDI IIDDDI Rem",," I I I 1 I 1/ II Results Reviewed By D Conforming D Non-Conforming I Codes for Break Types: 1. Cone [Xl 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% 5. Columnar (Split) [) IJames Lierl}' - FW: Surveillance Engineer's Report 5/30/06 Pag~ 1j From: "Richard Johnson" <rjohnson@LMNArchitects.com> To: "Jim Lierly" <jlierly@cityofpa.us>, "Tracy Gudgel" <tracy@zenovic.net>, "Arne Vemo" <arne@vemo.com>, "Steve Parshall" <SteveP@vemo.com>, "Rodney Broome" <RodneyB@vemo.com> Date: 5/31/065:07PM <# Subject: FW: Surveillance Engineer's Report 5/30/06 Richard M. Johnson Associate LMNARCHITECTS 206.682.3460 -----Original Message----- From: Owen Kohashi [mailto:okohashi@mka.com] Sent: Wednesday, May 31,20064:19 PM To: Richard Johnson Cc: Kirk J. Nosho; 'Robert Anderson' Subject: Surveillance Engineer's Report 5/30/06 Rich, Attached is a Surveillance Engineer's Report for yesterday, including the meeting w/ the City regarding the metal studs. Please forward to appropriate parties. Thanks, Owen Owen M. Kohashi, P.E. Senior Associate okohashi@mka.com Magnusson Klemencic Associates 1301 Fifth Avenue, Suite 3200 Seattle, WA 98101-2699 T: 206-292-1200, F: 206-292-1201 ~\lt cc: "Matt Graves" <mattg@pcadmin.ctc.edu>, "David Wegener" <davidw@pcadmin.ctc.edu>, "Jim Copland" <jcoplan@ga.wa.gov> ~" ~~ ~~ ~i ,b l~ [~~~~ ~L~y.:. O_~0530 SER.pdf _.- ~== ==.~-=~.'=~..:.==:=:::~-===---~ ......... .=.-':=~~'- Page 1 ~ I ---.-- Survei I lance Engi neer' S Report M^G~llS.SC~ lil:ML1'. L~ ":~''):::I'--=~ Slrut.uul "'t ~,;I E... lie. 10 ',1;1 '1, ~'I'C'..:,...... ~~l:J':n :. 0 I~ ~:!""th' in;.~ ",(H ::r;~..." ITn ",.J/. ")1.11 "'I..' If "'^""'.. :. 't PROJECT Peni nsul a Coil ege Sci ence & Tech LOCATIO-J Port Angel es, Wlshi ngt on PROJECT # 86621. 1) CLI ENT LMIl Archi teet s COORACTCRrhe Verro Cbnpany IR~T # 2 TRI P DATE 5/30106 SURV. ENGI N~n Kohashi TOOAY'S DAT15/3'V06 PAGE 1 em DISTRIBUTI(RII)A KJN f -13C C6SERVATIO-JS 1 ACTI VI TY: I arri ved on si teat 1) a. m for the '.temg.y ~CI kMeng the rreet i ng, Ri ch Johallen (LMIl) , St Parshall (Verro) , and I wal ked the si ba. si V3e I11lIB hn~i m Li erl y, t he at y lIlIi I RD~ "'ngl'leeto~ and hi sengi neer Tracy G.Jdgel of Zenoves v8a9\91iDal aU approxi rrat el y 1t45 a. mt HID alit~UDS issues wi t h the rret al st ud i nst all atiollllerel<<iSIk lDfeSlanderl i p (t he rret a1ct~ silbcg1t r wi t h ot her represent at i yes of Verro. Cbnst ruct i on Progress: tAil f oundat ions and concret e f oundat been wahl;talHcum All st eel f rani ng hmd been ere appears to have final wel di ng or bol~ haSl cllJeem poured at the Sci ence ar;ld Tech WI but not at t he Spi ne or i n t he Lect I2reorttJlat.e uvoht al deck has been pOl.8S3d,has well concret e on rret al deck at t he roof s ahdt fiecBcWmge. Wet al deck has been ti9nst all ed a" Lect ure Hall roof, but concret e has not fJ"eenv.podrErllbof of the Spi ne has not yet been i nst all ed. 2 (MJ wall i nst all at i on has not yet b8l!!lD1311 Sbddmv.ilrt f rani ng has begun on trg:l Sci ence I t errs: t EI evat or gui de rai 1 support s: Ref erl 0'9. pht.t oa~abe that t he bot t om f Ilange of t he S' bearrs al ongsi de t he el evat or openi ng aU ~cre ISlIlaelrijeen cut sl i ght I Y to i hsllSSl t he ve el evat or gui de rai I support s. Verro sl1lcbulah m I i::I.\divcat i ng the arrount of fdulnge that ' for M(A t 0 revi ew. Ext eri or Wet al St ud Will Frani ng Weet i ng: t The following are M(A's notes of therneetlh!J. rre!!efag ninutes sent by LMIl on 5/31'06 f a rrore conpl et e di scussi on. 2 Ji m Li erl y and Tracy G.Jdgel i ndi cat es rtEha1i vt:tle}SUfcN ci ent i nf orrrat ion feBIm the desi 9 and do not have any except ions tot he 'deIs,i ~hey lcIDwelave an issue wi t h the titnst all at i 01 ~ James Lierly- - 06-0530 SER.p-df PCl9e. 21 I -......... Survei I lance Engi neer' S Report M^G~llS.~~ ;\HMLl'.L~ A;~';'::I ,.-=~ Slru,llful1' C'lil E.. ..:. " ..1;1 "). ~..~,.... ~~11:;'J :. 0 I~ ~:!"'xh' i'"; " ...n., 'r;'J,"r") l1'n ,.J/. "Jy1 '... If >IM'fv. :.. y Page 2 rret al st ud connect ions tot he st rutnltiJtE tlllhitml rwisdl ved bef ore t hey wi Ie nsngm of f on st ud work (per item 3 below). 3. There appear to be issues wi t h the pmhiBr (cBtiaterpi aT) i nst all at i on. The rmnuf act urer' i nst all at i on dat a i ndi cat es that shDtdrjlWBst sltlmal~hb the st eel; however, lti~ tusi ng a rml Tracy, Ri ck, and I got a close look ahst Iue1delmrhm1B1 2 and t he roof, and i tt ~pears t ha" tips of rmny pi ns do not prot rude t hrOl.l~hsoM hBn!elare I ocat ions where lbl!lSSJf f i ci ent r and si zes of shot pi ns have been i nstntl ~t apii1S'kere not engaged tot he base rmt eri a Wli I e Ji m and Tracy were on si t e, i t aVc3~) d~ahdedl itjbl woul d cont act Hi I t i hEiia- get one 0 t echni cal represent at i ves to revi 6\Y atiXl pna&1i <IIEl atii IlIi rrum requi rerrent 5 f or shot pi n penet rat i on that woul d be consi dered ridimQlI t edramdcact urer' 5 requi rement 5, 2) Vanderl i woul d resol ve any i nproperl y i nst allf'Elj 3)h~aJ'ans,WC3lII d be ret ai ned to inspect the f i I i nst al I at ion. However, af t er f urt her revi ew, 8t evereJflaRila3l1 arichfrm- that i n order to expeElSt e t he prO! Vanderl i p wi II be wel di ng t he current> tdunnB::tlia:1nsret per the wel di ng optlilelr5t(otn lieu ( pi ns) provi ded on A411 and A41Z t herebyhe~ npi tis and any probl errs that rmy current I exi st wi t h them Qlce t he shot pi n eeqoi1fell"BBtls v.ilt h Hi I t i, they rmy optsttcli go back t pi ns or rmy cont i nue wi t h wel di ng t he StClJV1Bcl ildhsat ed that Krazan wi II bengrovi di ng \ inspect i on. Not e that t hi 5 appl i es atro~ta:lioU5tild ter wi ndows per A411, A41Z and sket ch 880-004 (dat ed 4/1)/06), not tot he t ypi daN cmIIIIdi.lHons whi ch are desi gn- bui I d (desi gned Poggemeyer). 4. Header support above level 1 wi ndows: tRIlfflit 11 cS Iihd ow. The header over these wi ndow.: fixed to level 4 and the adj acent 5ulia>J&eicghterst oElI 51 i P t rack under. t hEtlElevel 2 51 al kicker braces are screwed to both tkre(interi1Brwl~ethe level 1 wall )layIElrt(ianexteriO! line wi t h t he level 2 wall) of st uderfEn:irli ll@l,sanGk tbri zont al st ud connectofng tEhe bot t c ext eri or layer tot he i nt eri or I ayert he ThBt mamerl ayer shoul d be sepCill'1ti ad ullsom the . t 0 avoi d def I ect i on conpat i bi lit Y probeel5Elppmd ad I by t he level 2 51 ab and st ud f rani Il<!~~y - 06-0530 SER.pdf -P~ge 31 I --.- Survei I lance Engi neer' S Report MAGt'llS.SC~ Hl.:MLl\ L~ A.=~':'::I"'-=! Slrullil,ul ~ c-lil E... 111:." :1; I "1' ~ '.:, OA. :l' ~I'~.;) ': 0 I: N:~ J 'C"h- i"; 0.1 ...<.,., :...;~ ...~~ I ,on ,oJ{ ,V"J .."oN >Mvftt . : .:. y Page 3 Phot os: "" _.'^ ~ - I l '~ ,...~--=:::::::::-- ==:.~.~ , II - . ! I James Lierly - 06-0530 SER.pdf Page 41 .' I -.--- Survei I lance Engi neer' S Report MAG~ll.s.5C~ HL:ML.l'. L~ "=~.')::I~-=~ Slru'''rul... C,,;I E... IIC. " .";1 01. ;\"r'.~, 0"", ~~17::':'" :. 0 I~ N:!"",I)- "i';'~ ,(',\- :r;),,~' 1:1)'" ,.J( o;Y1 ...... N """"',. :. y Page 4 ...-.. .-.~ III I James L~y..:. 06-0530 SER.pdf " Survei I lance Engi neer' S Report I --.- M^Gt"llS.SC~ ;<J.I:ML.l'. L~ A:!'~::I"-=! SIr...'llJul l' c- iii E... Ie.. " '.1:;1 ,\. o\.,c'.:. '.A. :-~':I':,;-" ': 0 I~ 1;:-: """(h' "I';'" ..n"r 1';-,,,"r") 11TJ ,o,J{ -;Y'J "''-' 'N....,..,., 'lII :... y .. Page 5 -~_. Pag~~ , James Lierl:t - 06-0530 SER.pdf Survei I lance Engi neer' S Report Page 61 I -.......- M^Gt'llS.~~ lilML1'. L;"; 1\:~.;a:::1 ~-=! Sir."..,... "t C"' iii E.'; .:. " ''';;1 01. ~'.~.'"", ~~I::I'::;'J ': 0 I~ ~:""''(h. ;'"; " ..{H .)';.,,,~") 11)") ...J{ -;Y"J ..v If.....,."..:.. y 7. Level 1 wi ndow header 8. Level 1 wi ndow header Page 6 ~ .. "~Krazan FIELD REPORT NO: 6 6 7 5 0 & Associates, Inc. . GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ,J,r m4Y :l(JO~ PROJECT #: /~t -6Jr/J? PROJECT: SC/rH~L ....".0 rE~;vtPUI~Y '~J> LOCATION: rE#//V.#1I.L.A Ct!)U,ct:: &' KRAZAN PROJECT MANAGER: ....::T6 CONTRACTOR: t1(M4v JURISDICTION: ~ /9/Vt$c?.€$ PERMIT #: ~ I~ ~" INSPECTOR: .~ r4'c~Y WEATHER: ~ e~r TEMP:..s-$ ~11/ ~/rL n.R S~Ee/;q~ .2;vS',.t:7.E"~7;4N~;e a"'N~A?~~ c:h~Ere ~A-~41;SNr A/"" tuMIfJ~u$'?1Un UlJt/Ja,.s/ ~~N~ 1) ,c':hJZ,S; ;f#W) ~'NL ~ E.~ hI. IJ!$() SIJ/N& S?"A,A t."N/)/A/C S7i"'"M 14J;f-t.&s . .1.:J. "'?-.2 A.tJ~A..IX'~ R~~NA1~I:4C~A/r- P6,e ~S"D/ ~Nb 3/.s"t:1~" L'NL 1"LAeL~ ,; ~Nt~ A~et!Pr,v~ ~~T~ I'[A.~I!,; ,J,/" rlC'UGH C/'",,7'"€ iI};\//J W~iC~ L€.~. Au. ~1I~r"r7Z t"dM~~<) Dr m#t:Hl'Il"I'l t.,qt:, v'II:I~#;-I"~, I:J 'YAItP$"~ ~~If:'~~.cs ;?;1X C-9~Yr"':l IAhf.) r2Ae.&z>~ PNI".E ~4r'r r11U;e CtP#H;4~ar/~N 71TM/>~S CAs77 A'6/MAN~iC ~1' 1"Y't?7 "::tPH rrsr Pil'JrA. [ Equipment/Asset Number(s): To the best of my knowledge. the abov~ / WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superintendent/Representative: TeChni~ Sj 7 Serving the Western United States 1501 Field Rt'IJOrl.doc Revision 1 Effective Date: 5/25/05 Th.. infnrmalinn nnwid...t nn lhk rl"nort j, nr(>nar(>ci for Ihe e"{c1usive use of the client. This report tnav not be reproduced in any ronnat without the written permission of (he c1ien( <lnd Kr<lZ<ln & As~()ciales. CYLINDER REPORT NO.: 10407 ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: .2.> P/;4Y ;2d1Jc, PROJECT #: /tfJt: - 6)5"/39 PROJECT: SC/I'J'H~E AN,) ?ec.KH~Z,t, tiY B't.LJ LOCATION: P$HIHr4t..;+ GPu.c&E KRAZAN PROJECT MANAGER: .::17J CONTRACTOR: t/..; #40 PERMIT NO.: , It 'rS INSPECTOR: /? S'L6' '-}/ JURISDICTION: ?r /9N~iE t.L' f WEATHER: 4''C''S r Reported Batch Data Cement Type I /-// I Site Mix D Design I I Actual ~ Mix No. Co ?~ Yr Cem.lbs. . l.r~ / F'AShlbs.~1 - C. agg. Ibs. I - C. agg.lbs. 2 1/,3'.:J c.agg'lbS'3~ - . Sand Ibs. / ;l ~ t) Water .:1$./ Co / Admixture!?,1? I~ / D Z ~'Em(o::BI = I Water Added on Job I'A7I (gals.) ~ Field Test Methods ASTM C143 Ix I ASTM C138 D ASTM C1064 I ')(' I ASTM C173 D ASTM C31 ~ Other D I @ 28 days Date Specimens Rec'd. _ ~ .fJfAY Camp. Tested Break L b c=Jtr. si Set# DOe a oratory I 0 Test Method . ASTM C39 IX.] II 1001 I ASTMC109 D 1000 ASTMC617 D 1000 ASTMC1231 [EJ 1000 ASTMC1019 D 1000 Other I I I I 4. Shear [Z] Field Data Concrete I }C Supplier I /I#"'~tES Other I 1 Plant No. I I Time Mix Air Unit Slump Temp. Temp. Wt. (in) (F) (F) (pet) II .F."".zr II ~~ 11.s-~ II - Tru'ck # Ticket # %Air le:.tD II A '13 111'74'~ II /Y/7 Placement Area Location WINI>()U) ffGWI "IN"-"," S "0 .I Ln../-C../ F n, z. S; AND ~ E. (; -ro Z) S;#hv~ Sr-*llJt tJitN'()~Alt: n;c~ I.V1tt..tS, ~..2 ~ f. ~ "')t/~DK" S'JlfI1-1;Pl.,~ [) t 'Nl!sl~ ~ Remarks R;"IV,c;,AG~It{~Nr I'U( ~$S'I)/ ~ ~s Yo;J.. 9 """lI.tJ$ /),& I~ 1br,+l. t.yG = o. yy Please refer to Field Report No. ,~ 75"'tJ Inspector Laboratory Data Cyl. Test Field Code ~D~II~;il ~@!]rn J~~ IO~D- IOODI 1 IOODI I Remack,1 Design Strength I $.l " () () Max Load C.F. 101 101 101 101 101 101 Area TEMP: ..5i9 Test Results D Conforming D Non-Conforming Results Reviewed By I Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [Z] 5. Columnar (Split) [[] ~KrazaI1 & Associates, Inc. FIELD REPORT NO: 66692 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: .j- /0/ -0 C PROJECT #: / t? (, - t? 0-'/ :J 7' . PROJECT: ~ C I c5c./6,Jc6 -6 I~C Ir' /lL.t? LOCATION: IS'", 2... ~ L~t(xi.&'Si5"J 1ft 1/.&. KRAZAN PROJECT MANAGER: J: Jr? _ g. CONTRACTOR: l/ ~m t7 JURISDICTION: C;r'1 of'': /,7: /I-'6-?t.Lf PERMIT #: 6 / , ]t J? INSPECTOR: r1 //1 /2Jp1 WEATHER: tJ/c. TEMP: 56 " 1(;(/124,) ~6/ C~~/~Ac.-Io/( rp~ I;'lIS /'.Lcll~;J If ,( /1 Z fiI;,) "elf / i/W 0//6 /lIIj ;:?.;f/Z 4.5 /f ~t?t{,6sre.~ t?~- Si/fttc/t1/f/1t. SJ6Ll.- A',JC WI5L,c:J/~? /;-JS~( I~ ~ ; , @ }V!Ltfll;';" 0;,) sr,4/,( .T:j w6;( ArJ.!/ /-Ir1;JI/;(/I/{ /J c..>m/t.ue 0;-,) SJ/lI/(J tJv J;J1E..sT !E".I& pr ~CH. (ltiILtJ/~t AT ]-].J/.a2.-0,6" Js; A,.;P' 2,.1.17 Ltv;tLJ. W;!LePS I2AC/5,c? tl'l CtA~//:S /,,4pftS"~rJ, I Ift.~;; eM IJ P';.J ht./5 w/i-I/ 1ft "2 7,;..), W~t# . ~C- r1 c,( // W I Tit 'ff t,. I, ~ 71 7'- tf' w / 'x'15 . @ C.pLt,(/y>N tf/?.)~ S/~~ /L4-r15.f iA/ttr.?;(;::; I~ /L/9c,C 4/ J'.2/1. tv i L t:J.f /i -4 c 6 pi ./! '1 C t.-{ ~ 17j /'/9 u L ..J";.!",J. @ /!L L C..::J./. weL~5 tJrJ S/;~6 .;fJtP/~ L~t/c L. 4,Jd! /~S"..f "t}rJ .5/;;';L Ifoor ~AI/;i. 1f~!t-rJ C.9~,4LL/Zd. /l L L W ~ L4..s r:'L A G.L L? n,,( /14,.J /9,-J,It? /.:? C .o1PL. I EquipmenVAsset Number(s): To the best of my knowledge. the abO@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: TechniCian, Ucf;:Z( ~ Serving the Western United States 1';01 FiPlr/ Re"ort.doc Revision 1 ~ ~~- ~Krazan FIELD REPORT NO: 66749 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: If' I4fAY ~~t1~ PROJECT #: 11)& - ~S-/ J9 PROJ ECT: ere lit NG..e AN/) 7if" t:.H H(Jl,~ (; Y LOCATION: I'eNINGU~'" Ul".t,I!"&C KRAZAN PROJECT MANAGER: L:T8 tll.t> CONTRACTOR: 1/6/4A () JURISDICTION: pr /1H~r ~L'.r PERMIT #: ~ / ~ YR INSPECTOR: P,c#H S-E,:~Y WEATHER: C~ ~19,e , TEMP: tos t!//Y $/7E k,e S/e/R~ rh.r~Lc7?dH t1J"i: A6"/.N~&"r-"'..t> ~'vc~c:T~ PtAcc~,.s/V'r Ar L.ev't~ .:2 .5'//Ne /JNI) tf)r,e'u:,:. J'lA8' I1N bct:..K, tf:"~/()1,,'/Vt!'.r: , J' ..:r:.2 Tt!J K. ,/. ~ r-t!'J /~.I ~ ~.$". A-:..2,..tc:::J '-} ~,z ~ I/.fl'. ~!"/ff/.l~t:-=u"tSNT .L#r"'Et:T.€D ';7 m~~ ~,.e (,~ 791~1 ~~NFb~~nf/t$. 9~ yA~/),$ .y: /lH~E('IFS mIX C- 96'1(. fIF;}. PL~&Et) VIA 4""14/1 ,Pt.-tJ4-'tf7J ~u C-,p"Yt::R,er&, C()/VS~Z.IPAr~,l) /y A-IEeN'AA"/4AG tI/zI.ltA71t4~ ~N~~Gr.c t.cJAs 'T.$ST.c.l> hK r61Hf1~,eA7't.(I2~ ;fN() .s~ UI'I-f ~ t:>'Y'E S"6'r dF ~t:)CA~ Ct1""'/I~Arr(',IJ S/JMl'i~S C"1s7: RLF~~~NC~ //? ~~ "y, ~~ ~~ - Z)/J- Y S"rI'2JS/V~rl'1' (7A- r/J , .-- I Equipment/Asset Number(s): To the best of my knowledge, the abOW@/ WAS NOT performed in accordance with the approved plans, specifications, and reguiatory requirements, Serving the Western United States Superintendent/Representative: J 501 Fh./d Report.doc Revision I Effective Date: 5/25105 The information orovided on this report is prepared for the exclusive use of the client. This report may not he ~eproduccd in ;}ny fonnat without the written pennission of the client and Krazan & Associates. .. r" ~~Krazan & Associates, Inc. CYLINDER REPORT NO.: 10406 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /9 WAY ~I)~ PROJECT #: /,,~ - ".r1.J9 PROJECT: S~ll!'l'Va 4hiJ rEt:HNf)l,l)(;Y OU) LOCATION: !7EHII't/.ruu4 at..L~tfE KRAZAN PROJECT MANAGER: :T8 CONTRACTOR: PERMIT NO.: INSPECTOR: JURISDICTION: WEATHER: L/.Emo ,,/ ~ liS 1'$/'1# >4,c-t.Y PT "'A/ti~ LE5 C.~,c~K TEMP: t:d ... 7cJ Time Truck # Ticket # % Air 16>:10 IIAS-J"" 1111'1/Y II IV/A Slump (in) II 7.0 Mix Air Temp. Temp. (F) (F) 1~1J;311 Unit Wt. (pet) Reported Batch Data Cement Type I /-IJ I Design I I Actual E Mix No.1 ~,~ y~ -#.:l! cem.lbs.1 ~177 I F. Ash Ibs.1 ~ C. agg. Ibs.1 C. agg. Ibs. 21 /9'17 I c.agg.lbs.3! - 'I S,"d1b'"B /do.1 I Water 7/. '1.d Admixture I 1'99 7 I rr. I tU... Otherl II ~ I Air En!. (oz/cwt.) I II - I Field Data Concrete I .x Supplier I ,411~Et,c5 Other I I Plant No. I I Site Mix D Placement Area Location t.c V"U. ~ I J' "INi!: .:T: iL ~ K J /. J. !D 1.2. / yI- ~ -i ~ dF,cleE: 1('..2 'h L '1.J... I'd I/. 8. / $IIAtI'u,: j) I9-T J: 'f .r ~., . Remarks I't".c~/) IfY ~/'(/IH'p / 1./, q ~A-T€ J), K'!/N~Ld#+flf;vr C"N~A.;ltS", ;t:"~~~ 711".1 /;1"'19~ 'Ir 6;: '4 YI'1I( /Jr. ~ -; ~. Please refer to Field Report No. 'v 7Y' Inspector I ~ rt<-~ Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. I ~DL2JI~X/~1 I ~D[ll]EEI I ~D~ I I ID~D I I IDDDI II I IDDDI II Rem.",1 Water Added on Job II?I (gals.) LL-J Field Test Methods ASTM C143 [.8] ASTM C138 D ASTM C1064 00 ASTM C173 D 1 ASTM C31 ~ Other D Design Strength I 71' t't?ti Max Load I @ 28 days Date Specimens Rec'd. V9 "1;tJ Y I Camp. Tested Break L b ICtr, si Dset# DUe a oratory . Test Method ASTM C39 [RJ IDDD ASTMC109 D IDDD ASTMC617 D IDDD ASTMC1231 ~ IDr---lr---l ASTMC1019 D L-JL-J I I IDDD Other . I Date Reviewed 1 I 3. Cone & Shear [lJ 4. Shear 1/ I Area C.F. 101 101 101 101 101 101 Test Resu Its D Conforming D Non-Conforming I Codes for Break Types: 1. Cone I X I 2. Cone & Split fA I Measurement Uncertainties: ASTM C39=Cores +/- 8% Results Reviewed By 5. Columnar (Split) [] ~KrazaI1 & Associates, Inc. FIELD REPORT NO: 667 4 8 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I '1 ,y~ 02~(J~ PROJECT #: 1(//6 -05/.? 9 PROJECT: .seI5N~ AN~ ~C;I/Nl)liJ'# y dtt) LOCATION: ?E1V1~t;(,.ILI't C"l"U't:'1E - KRAZAN PROJECT MANAGER: '-.,78 CONTRACTOR: ~m{) JURISDICTION: {.; /6~e ,;>r ~Nt6-&~.r PERMIT #: (d, Ie, ~fl INSPECTOR: /'ENN fEELY WEATHER: C t:./:! AR TEMP: 7a :J' ~N $Iff /7;,R KEIN;t!OItCEt4JI!.,NJ flV.rI'/E"c.7;~/V .19/ Lcv~~ -02 r-'~/'h5 ~/"I ,i),cK ,4)~ 'sr'IN& ~N{) CJ/~/c.€ ~AEA, .:f;,;J. ~ A:J /,~7b /~. I .;- 6 -k' "fha. K.:2 ~ L.. '7..:l n:, /1. ~ uJ# LtJ. r- /N /'LAt::f . I' , 7';.hR.FP45'#~u7: IJtJlltS'ut:J ...9 r ~"N.rJ/'U?: .# 7'~ /,;}" 1/V.ff"'&~.E/,,) . , ,4Sl)vE C.~N./Jul r ,N /2,u.r.€S' As .Pc~ E -n1#4-/c. I~ H111--J1 h~~ C). K"h~sH~ ~ S. ~/9dfA'A-?t.., LJt4~#~JU d'~.e5' AL-d;(/~ 9,:l Z-hV~ L&A#'~~ 045 ,,4LI< R,c.r :2/0, /,~.Dnbt!JK;C~ #AAs ~T ,P};"eI#1~,.e /N "o?.,9c:.E AT/~" ~.C~ ~ ka-~r /1L~A/tG L- t.11'1~ ;Pt.H~P ;ltJ-T 6 n t::J.c. ~L,e rA-$~L k ,/)&7";;9/~ la, S'Y/:?. , , R~/Nh~dM,z#'T LtJN~~AtS 7X> ST~t!:.:7Z~A-c.. //K'AaJ.lHt:' s AN.JJ ,R,.cZ 2/0 7Z> TilL' tfE6'r ~r M;J /.ovbW~,rb::.E. I EquipmenVAsset Number(s): To the best of my knowledge, the abO@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: TOChOIClaoE- f~ Serving the Western United States /50/ Field Report.doc Revision I Effective Date: 5/25105 Th~ ;"fonn.,ti,..,n ".......,;,1..,1 nn th;..: rf"nnrt i<.: nrpn:m.d for Iht' l"xcl11<.ivt" 1I'if' of the client. This f(toort mav not ~>e reoroduced in anv fonnat without the written permission of the client and Kra7_an & Associates. - - - rnny TO: ~ L-ivLtr c:(~ 4 fA · DATE: PROJECT~~'~ 5" It ~ ( 0(0 ~LLe~ ~~*~ SUBJECT: ATTN: --- ~ (\Iv\. FAX: z..{ / 7-- t-f 1- \ I cf . FROM: ~W Sc- ~ Lr- NUMBER OF PAGES TRANSMITTED: (Including this sheet) ORIGINAL MAILED 0 Yes ~ :r(~ J ~ Ce?P i s ~ t) F *- S--Cc) ~ S -Left ~ili vJU~ ~~ C-cVt-Y" S> l1u- ~ (b-t:Jfr 3500 - 1 st Northwest · Seattle, Washington 98107 · (206) 633-5222 . FAX (206) 633-1638 TO BY ARNE RODNEY TOM JULIE MARGY KARL STEVE LES PETER JOB PENDING FILE ACCT CC: iu---- . LMNARCHITECTS' . CHANGE ORDER PROPOSAL COP NO. 059 DATE 04/07/06 PROJECT: Peninsula College Science WA.STATEPROJECTNUMBER: 2004-95 H (2-1) & Technology Building This supplement forms a part of the Contract Documents and modifies the original bidding Documents dated July 15, 2005, and subsequent addenda only to the extent specifically shown and noted below. All other conditions shall remain the same. ATTACHMENTS: MKA Sketch SSO-004 (2 sheets) STRUCTURAL MOOIFICA TIONS 5.59.1 Reference 550-004 1 & 2 1. This change applies to headers above Tech, Science and Office windows greater than 8'-0" wide. Those 8'-0" or less may be framed at contractors discretion to withstand prescribed loads. 2. Provide itemized credits for stud framing shown above windows on sheets A411, A412 and A422. 3. Add framing as shown on attached Magnusson Klemencic sketches. 4. The intent is to have the exterior wall act as one unit, with all studs fixed at Level 2 and slip connections at the roof. End of COP-59 Distribution: David Wegener, Consultants 801 SECOND AVENUE. SUITE 501 SEATTLE, WASHINGTON 98104 206.662.3460 FAX343.9388 Page - 1 ~) {&.~ 1'~ ~~~'Il-I (~)+ 1> ~~ \ll1t:> r::t~~) ~ . ('Z).~ $'l~.-ai~ ~ . T~)~rro.J\~"~\ ~ ~&..') ~H Y/~\\ ~.-+\'"t.1 ;$U('~ kf ~ . ..... / .~~ \t~~ ~t.- a 'if~ ~/CI()~~.,~~~ !';t If .1 I Ii I II Ii I! I " I. . I j I ). It It II 490i ~ l'?>r", ~ ~ dfl ~ I . . *" " ~.J.! $f"tN~ '?-4-' . ~p~ (z,) t/JO ~\~"t -~ ('Z.)~o~ \~r~~1 '\'(-z...") ~ T' ('2,.~ -+; -t(2.)~ ti'2-~"~~ ~ ~ (II It@ T'tr .. ;. i(~ \I t. -t @). ~~ ---- ~O\::. ~~- ~.lC( ~ \~ lJSt"" ~ 'Ml\IO',w ~ ~tN (&)t-& ~ e i' O.c. &~ b'f '()\).~ (.~ ~~ ~. ~'~~) k ~ ~1fl6.? . :' t+ S~( es..~!.'f\AG.6. (\'&,.~ A'r "' ~E.c.)" . fOe T .e-s c1) ~ ~ IjN'I~ ~v LMNARCHITECTS CONSlA. TAN T: aOl SECOND AVEMJE SUITE SOl SEATTU: WASHINGTON S6l0~ 206.682.3~60 FAX 343.9386 ...........+Grif........ 1>>1........__DlO Joodo"""",.1114'" T.2Dnp,:I.1:1:1O f:2Dl2VZI2Cn MAGNUSSON -I- KLEMENCIC A$SOCIATES JOB' 03186 (f) ~~ ~ ~f\'\c.e ~ ~'I VOCklloN r~~~." PROJECT / OWNER DWG/CHKD: 71;;t'-/iii: 55 /lJ"\.d.. DATE: ~~ I): tI~ REVISED: ~ \ /;z. RFI NO.: ASl/CCD/PR: LEVEL: REF DRAWING: ~~SECTOR: PENINSULA COLLEGE SCIENCE & TECHNOLOGY BUILDING ~~~b ~ ~ ""ffl; ~'20 ~,~1"" "'tb ?""'t(M\\ 1.-~, Ir-f'~ ~lA.t ~ ~, IN~\,.oL. ~"M> <) (,~O ~ \ ~ t -3~ \0\ It-) e- \to" ".t.. ~ . ~ tt-.}~5 <S~ \f ~ rb\L ~lAr ~ Mr:r~"rt " i i i '+/eK ~Vfr ~~ ~ ~fL. .c>V>~N"~ r.~ ~, 4-'-D" ~ f>~1 t:>12-"<;I~ ~ 1..'f'$ * (~1i \..P WNP I.-CAO (j) ~~~~ ~\ ~tc~ I M\'''' ~4n- LMNARCHITECTS 801 SECOND AVENUE SUITE SOl SEATTLE W4SHlHGTON 98104 206.682.3460 FAX 343.9388 CONSULT4NT, PROJECT fOWNER MAGNUSSON I PENINSULA COLLEGE KLE~;s~S.~~ -+- SCI ENeE B: TECHNOLOGY ~~=:: BUILDING ................."111,J." toZ06muwrzZlld2r.ll2Ol ~~;~~HKD: 4~ SSD: 00-+ REVISED: ~ ~ ?"'/2- RFl NO.: ASI/CCD/PR, LEVEL: REF DRAWING: Mi~ SECTOR: JOB. 03186 "" . ~KrazaIl & Associates, Inc. FIELD REPORT NO: 66688 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: V t ;-n tfl JURISDICTION: C /7'1 or /7: PERMIT#: t / t 7' R INSPECTOR: /l. /A /0/1-1 WEATHER: C c:.e/4~ Ad?cL6,J S--/2 -ot PROJECT#: I {;) h - /} ,s-; ,7 '/ PROJECT: I~ c: "5'<:- ;11' /l/~I! b 7Zc ~ Ifi~ LOCATION: IJ--o'Z I~ LAt(~/4{k;,) hL t/~. KRAZAN PROJECT MANAGER: . -:r m. L? G TEMP: ...rf ,/,.J S ~/fl//f"J;./&1 r-<"rvl /5/ r.:1 2"v;P L?//6t!. 4T /I//X. ,r.K.;>"" /L4'C~. L cC; (!;) wtt~..f ~Lrfc;tf~ /1Li/r/? t.t,JIP~A5//f vr //b-e';6,.<rJ? .tP~ 2- ~tl L/ffr/6L (1/ ,{P,'-/7b;,( S~~6 tlrl )(' 1./~.L /1/ <-7- ~ -6 (- 1. 2. f..,JLLt:Jf /L./1c'(lfl fly WI'c..L/4/h C..?LL /64 w/r17 J8. ( ~ 70 jt? . )r1jJ",n/~r C.?;JN~G-1/prJ C-.J: ~Jr5L~J /f;';~ ~c?r L6i/;5L 7t7~ rL#NCtf. AH~ vU772/4L( /::J 15~P" w!{fs)~//r:r.2/~-t>/2I), 'w6t.~..5 ;?L,4c-6~ g''1 ~-P LI? -5',YI'}/ r# t-V1/1/ '-% ~ ,C 7/rcf' AL tv ,6t.-~->' /'L#' c. ;{ ~ /J.(~ ?~,4.;oJ .4,;Vb? - /di' C.;J~~, I EquipmenVAsset Number(s): To the best of my knowledge, the abov~AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements, . Superintendent/Representative: Techn'c''?2yI :tf ~ Serving the Western United States !<:inl r:ir.'" R"'J''''f,I",. Revision I ~Krazan & FIELD REPORT NO: 66671 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ,3-- 02 - 0& PROJECT #: / ~ t - 0-5/.:J '1 PROJECT: I?c, JCli"Jc6 -t /6CII, !ft&' LOCATION: 1..102 ~. l..,4u/'f,l:?5p.-J tJ'Li/~ KRAZAN PROJECT MANAGER: X m, ,Il, CONTRACTOR: V,e/YJ t:J JURISDICTION: C;'1''1 h/~ /~ Ar/?LL/.ff PERMIT #: t I 6 'I t? INSPECTOR: /1 7/1;0 m WEATHER: ~{t5/1~ TEMP: to cP J7 ff/#z/J.;.J ;f;fP; p,;-J fl}-~ '/'///-5 /./4/2 /15 A~6(Ub5//E,4 p'lJ C~.J-;/f'r9C-/o~ r?7/ S://(Uc./Zr/4C S/~6l i ?J~J:..J:}lI;)? 1~5,A~c7i;;,.J. /4~/!2An.) rf';i/? /AJ6>P;6c-~,t;:l ; , ~ '6 -61/,etC'7?c#l,S /~,4Ic/.f# 81 /It (, 1/ tL~.f /L;( C-~~ /L-~ /! t./.5" ~ /. / Ct?~~. /fL/~/ ~ ..st;<wc/u/dL ~tf/cl^/ n: tJ&O 2. ]l~ I Equipment/Asset Number(s): To the best of my knowledge, the abov(i!ij:fWAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. TeChn;da~~ ~ ~ Serving the Western United States Superintendent/Representative: /501 Field Repon.doc Revision I Effective Date: 5/25105 .' - " nrH)~:/(n ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA FileJAppl. No. OSHPD No. c/ t lI? Permit No. DATE: S- - 0 2 - {) b PROJECT #: / tJ t - tJ .) I :5 '9 PROJECT: r: C, S C- i~N~1i ~ I'";t c..-,JI ,lft.,P/. LOCATION: 15:., 7.. ~, L,4b1lfl;:;S~;J t't t/#. KRAZAN PROJECT MANAGER: :r: /h. tJ, CONTRACTOR: V ~ /J? .?J '-O.R.: /9, '/"'JP ~ I'h PRESENT AT SITE: -r; ~,C; COPIES TO: /,1'('-7, m 6-;( WEATHER: C-C 6~~ TEMP: ;;' 0 t? o STRUCTURAL STEEL ~ / SHOP WELDING ~ V.T. 0 MATERIAL ID D U.T. D M.T. 0 P.T. Item(s) inspected: U//#'~ 1f//1c.L /,,(fr'm€ h./~C#.5' j 2,,1/0 L~V'6? ,47 #:2/ezJr7.? + :;: 2 /7- 'Jt ~ J P, J I C ,f f: JJ tt.,:J5 Location: ..J; if '1/://' /L4AJt~ ~~/./ j/,E~71 t~L.5 /!/ J, 2/'1 ~ If /l '7 I 3. 2. - ~ Welder qualification/certification verified for: ;f6cPt<t:?f tp-J /lie w/rJl Kif'/! 2A'"J ~ Position: FLAT VERTICAL HORIZONT AL OVERHEAD ~ Filler Metal: ~ Process: SMAW ~ GMAW SAW D Other: DC Weld Type: 01LLET C~ P.P. PLUG D Other: D Weld Size: 3/16" V. " 5/16" 3fa" D Other: rRl Codes: CAWs ~ TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE /f;1r~"e /0 .5;rj(&{C74'/(,9t ~;&t# /~/;.J~/-d' ttt7/ To the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 4ff~ 4237 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota Avenue Clovis, CA 93672 (209) 348-2200 550 Parrott St. #7 San Jose, CA 95772 (408) 277-2200 723 Commerce Circle Sacramento, CA 95875 (976) 564-2200 I ----' ~KrazaIl & Associates, Inc. FIELD REPORT NO: 66670 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PERMIT #: INSPECTOR: WEATHER: 1/6rn iJ JURISDICTION: C;/''1 tJr ~ /f.,.)'-6'L~f &It~ J1. //VM CLI.f,4~ (. TEMP: .j-~ DATE: s- O}-o t PROJECT #: I L9 t - 0.)1:J q PROJECT: ~C. S'c..;'e..Mt~ -6 /i.!C/..,I, -tft.~ LOCATION: IJ::;Z. ~ L.4qAI/J/~~ ,.dtt'~ KRAZAN PROJECT MANAGER: :r: fr1, . CONTRACTOR: ~py( f( ~;1z/1;.J /~/ ~r-f S/a 1I-/iJ #'/1a- /'If /f~t<Lle.r/~~ /1'1 ~..JlX/?cp-< S'r~b(Crutf,11., ,f fiJ!1 /f;J(!J tJ6tO'/;J? l;.Js/~c17c~' 11;(/1 2 A.",) /f;; / / rl5/;f c 124: @ mv/}1Ii')~ c.t9~N't€G-1'/P~ C Jj:' w&~/f t?~ S//;';tf !fiJI//,: -h/ h4p1tf~ A,.;t:J VL,(1i~,4L( .4/("0 JI..sJr /t(Lf~ /f.6:4ffl c-::>rJA.J/~c;,r/~;J.5 47' J5/1c./I L9C.At"'It?,;.}. w!.fL/?5 /t#ct5# .tf'y ~~?/6 S~/r#' bVi.7'# '0'~/' ~// -r-f ~..II/(". hJtt~j /)J' .f2 ~f( /t?-/; /. 2.. C.' J.llw6r< ,... ~ C o;J"J/f l?PN f),.) 2~,c? -:r. 2/3, t / 11; 2./ ~, J-rJ t 4"/~ If: 2. /9 S- iAl' / eJ< '!f:! c~ rK'4 me C~"J rJ kJ'l,9..J.5 t9.J.i 2.--,;' L.e t15t K) /'1/ 5"-__ I1t.L tJ~t#.s /C..4LJit!/' /~,,< /t.~N /!~/ C.?~~ ..sL6 S/' ~uC/LI/4L ,;(tfh,r(; * CJoo2:J'1 r /I/' I EquipmenVAsset Number(s): To the best of my knowledge, the abOv~ WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Superintendent/Representative: Techn;c1an: ~ tf ~ Serving the Western United States J 501 Field Report.doc Revision 1 Pffpf"livp n;l!r ':;/?.<:j/(l':; . ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 000239 DSA FilefAppl. No. OSHPD No. t I'i/? Permit No. DATE: CONTRACTOR: !/6',fr?V 1.0.R.: A. 1/1 ~e7J-n c/. PRESENT AT SITE: 7:E.C, IfLI/,rj. COPIES TO: /,,( .h ~ t:-;f. WEATHER: CL ,~4A" TEMP: St ~ ~ STRUCTURAL STEEL D(J ~ / SHOP WELDING ~ V.T. D MATERIAL ID D U.T. D M.T. D P.T. Item(s) inspected: L IEClh./ L //~L I- .,( tJtJ/~ ,e;:1&~1( Ar' c: J .-lJ: 2. IS: f' - 7, :J Location: ~ C,J,;: tJ&t#J 4r J, 2..6K /6J 1; /.2 {f,(4tlf /~,Ifr];! /{, / /'1..J -66 , s /j;'; e ~ PtJr LJ Jt t~.J ~r J:21.?~ , I/( 2/'1; ,5~~ / )(2/'1..5 XtfCt.1,(p1 .5 /, I(rf#24~ ~ Welder qualification/certification verified for: ~.;-J 1/ t;5 tv 11'1-1 ~ Position: FLAT VERTICAL HORIZONT AL OVERHEAD 0 Filler Metal: E7/r-9 ~st [jJ Process: SMAW @? GMAW SAW D Other: ~ Weld Type: QiLLET C). P.P. PLUG D Other: D Weld Size: 3/16" y." 5/16" %" D Other: ~ Codes: CAws AIS9 TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE 5~e h:Ci~ ~f/t:?/T#" ~ib'7tJ To the best of my knowledge, the aboV@WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superinte ndent/Repres entative: Technician: rZ? f~~ 4231 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25418 74th Ave. S Kent, WA 98032 (253) 854-1330 215 West Dakota A venue Clovis, CA 93612 (209) 348-2200 550 Parrott St. #7 San Jose, CA 95112 (408) 277-2200 123 Commerce Circle Sacramento, CA 95875 (916) 564-2200 r ~ 'l' . ~~ KrazaI1 & ASS 0 C I ATE S, I N C . 0 GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINE CONSTRUCTION TESTING & INSPECTION April 28, 2006 WASt. Dept. of GA E & A Svcs. James Copland PO Box 41012 Olympia, WA 98514-1012 RE: Peninsula College Science Tech. Bldg./Pt. Angeles, W A FILE Dear Mr. Copland: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: April 11 April 12 April 13 Concrete Report No. 10005 Field Report No. 65895 - Welding Inspection No. 000215 Field Report No. 65797 - Welding Inspection No. 000222 Field Report No. 66369 - Welding Inspection No. 000205 Field Report No. 65798 - Welding Inspection No. 000206 NDE Report No. 2645 Field Report No. 65799 - Welding Inspection No. 000207 Field Report No. 65800 - Welding Inspection No. 000208 Welding Inspection No. 7627 Field Report No. 66466 - NDE Report No. 2639 Field Report No. 65801 - Welding Inspection No. 000209 Field Report No. 65802 - Welding Inspection No. 000210 Field Report No. 65804 - Welding Inspection No. 000225 Field Report No. 65805 - Welding Inspection No. 000226 Field Report No. 66145 Field Report No. 65808 Field Report No. 66147 - Field Report No. 65806 Field Report No. 61080 - NDE Report No. 2647 NDE Report No. 2648 Field Report No. 66370 Field Report No. 66371 - Field Report No. 66149 Field Report No. 66151 March 10 March 16 March 27 March 28 March 29 March 30 March 3 1 April 3 April 4 April 5 April 6 April 7 April 10 With Offices Serving The Western U nUed States 20714 State Hwy. 305 NE, Suite 3C. Pou1sbo, Washington 98370. (360) 598-2126. Fax: (360) 598-2127 l.. ., ~~Krazarl & ASS 0 C IA T ES, IN C. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~j'4 Penn Seely, Laboratory Manager Peninsula Division PS:pm Enclosures Cc: City of Pt. Angeles - Jim Lierly LMN Architects - Rich Johnson (ernail) Magnusson Klernencic - Owen Kohashi(ernail) Peninsula College - David Wegener (ernail) The Verno Co. - Steve Parshall (ernail) Zenovic & Assoc. - Steve Zenovic Verno Co. - Rodney B. With Offices Serving The Western United States 20714 State Hwy. 305 NE. Suite 3C. Poulsbo Washim!ton 98370. (360) 598-2126. Fax: (360) 598-2127 ~..... ~razan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Weather CLOUDY P9979 Pour Date Report No. Cyl. Code Jurisdiction CITY OF PORT ANGELES Project PENINSULA COLLEGE Location PORT ANGELES WA Client WA STATE DEPT OF GA 3/10/2006 10005 Permit No. 61648 Engineer Architect Contractor VEMO Site Mix I Field Data , Supplier ANGELES I Concrete X Mortar Plant No. 1 Grout Flex Beams Prisms Grouted Ungrouted Other Time 11:35 Truck # A50 % Air Slump NT 4.75 Conc. Air Temp. Temp. (F) (F) 58 45 Ticket # 10549 Ii Placement Area Footings X Walls I I I SlablDeck Slab I I , I I I Grade Beams Columns Pilings Other Grids FOOTINGS J.3 LINE 6.5 TO 7.3, 7.3 LINE, G.3 TO J.3 G.3 LINE, 5.8 TO 7.3. SAMPLED @ 7.3 & I Remarks PLACED BY PUMP AND VIBRATED. 17 OF 38 YARDS W/C . 36 Inspector PENN SEELY Reviewed By \f:1 Design Strength 4000 Length Max. Compo Load Str. (psi) 108200 3,830 169920 6,030 160690 5,700 165100 5,860 Laboratory Data Cyl. Code P9979-1 P9979-2 P9979-3 P9979-4 P9979-5 P9979-6 P9979-7 P9979-8 Remarks FR# 65976 Test Date Dia Age Dim. 7 6X12 286X12 286X12 286X12 Area 28.22 28.18 28.18 28.18 3/17/2006 417/2006 4/7/2006 417/2006 I I Reported Batch Data [ Cement Type I - II ! I Design Actual X Mix No. C4055 503 123 Cem. Ibs. Unit Wt. NR F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 1942 Sand Ibs. 1238 26.8 GALS 24.90Z Water Admixture Other Air Ent. (ozlcwt) Water Added on Job (gals.) 5 Items Inspected Conforming 'f. Non-Conforming Date Specimens Rec'd. 3/11/06 Tested Break Test Method Set # By Type BBC 1 ASTM C39 y.. JSD 1 C-1231 Y. JSD 1 Other JSD 1 Compressive K Flexural Test Results Conforming '" Non-Conforming Results Reviewed By ~ Codes for Break Types: 03101 Rev 1 Effective Date 11/15102 Date Reviewed (( APt 1. Cone ~ 2. Cone & Split [6] 3. Cone & Shear ~ 4. Shear IZI 5. Columnar (Split) [[] I ' ~Krazan & FIELD REPORT NO: 65895 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J -It .J t?t PROJECT #: It? h - t;?..5 I J '7 PROJECT: P, C. fit:: fI, tft..d LOCATION: J,S'1.7 2 e. L4uJ'fI#Stfd tfLJ/~ KRAZAN PROJECT MANAGER: J. 1?1 . p, CONTRACTOR: t/;t. ~ V JURISDICTION: Cd''! tP? ~n 4.-J~>s L;t.s PERMIT #: C /, 'tcf/ INSPECTOR: /l. /'A'J;/h WEATHER: /~C TEMP: 9- ..s.tJ /(tfI1Z/lrJ ;ftl~ t?r-J <->;"12' /l-s ,(Jt&t1lt.j~~ /1'1 CtJ"/l//lc,I#~ /~P~ STJewc 7UA'/I/. S/'-€.el I!~L;r/~~ /l"../P' W!6L#/;J? /~~ /ffc/ibrJ. If/!./ tJg'J".tAII;[1/ Sf66L ":~;[c.1/;;;J I;'; .51:f;'1/d /?Lt1? /"e.."., 4-:r/1-/2 //ILL Sal!L i{ Ij./ h,fc-~ 1?~L-1/;';6- if A//X JOJ'p C,p/"h/t.,6/~. r;;--:'t(~ I..J ?otJtf /1~~ /L,fC;~~ fi'CCOr#I;J~ /.;, /L;(,nJ.J Jfef? J~J #c-7.e# /J1/J1"/:?fr7 !f;(;1C-1t r~J1-m6 ~ C",J#'6 c.~~ /'L/JTLf t7rJ Iff ;CL.ltJ1< LttvLL. C L;~;1 (i) 9-610. w~L#.5 l?./l'/I-.S14e.f f:,/ ,4,ro/,tJ &;1X:;rn. 1J~,lJLLr;(#M;! wlum"J !f.l1,f1!.. /t47%- W#f/-l.6/fS 111,.1,(/ ~&LI.(I'h~ 51'#;5 /'L4JZf, ' W.'L,;1.f /L//~;5.~ /11 Il~u tr 5/17/1-;1 W,4I!t/J:t'vt/tt?99) us/;,;~ 5//.;' f?Jr-rf' W/~~. m;1~k 1Jtf./J1..(/;(o.,,}?- W/1/jo ~WtJ 2..g-''f'l AN~ re/J1# W~LIP CL,~/J ~tt.///~ d 1/2 ? '17 /-2-?-,;;J.], tJ~L#f~ mtl/J1~rV'1 /~AI?1IE C9~r/~ c--//P~~ @ 2"vf/ ~L,,?p,( J...6J.Lt C L/jG' /'lJ tlJJ:Jt. #?2."/37/;r-t w/~~. JJ/) ~~"t/L.rJ~/X-J w;t~6 /~t?tI;.Jd /1p,lt'l ,d,Ltlvtt./~/' ~ 477/1/ &r If. ;.; __~ . W 7"11 -r;y,6 .//~tlr' #/ -#;($ L.9C47/;';J, W~L/e~ J-/#rJ ~ Nor//! ll4'c/..(/;J? .sr;<(lP' JP fi7#)(,e /7' /7Y" YfCf(/~t. ~g/?, t<6mpl/~/ 4//e.A.. w6LJ'fJ' t-J#J' CVPJ/i.-;EJe P;.) /1'tJr//N'h rL4'N~e. 600 ~/.s' I Equipment/Asset Number(s): To the best of my knowledge. the abOV(!jfj'/ WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. Technician: ~ -;tJ: r~ Superintendent/Representative: 1501 Field Repondoc Revision 1 Effective Date: 5/25/05 vs Serving the Western United States -n.... :..1'..............;...... ..........;~....... ..... ....:.. ...........rt;r .................rf f,.... fl... pv,..I",:;"p 110::.. ('of fl... rlipnt Thio:: f"Pnnrt m~v nof tv- rt'nTnrlll~ed in any format without the written oerm.ission of the client and Krazein & Associates. '~Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 000215 DSA File/Appl. No. OSHPD No. Permit No. t I~ 'feY DATE: J - I t - t? t PROJECT #: I " 6 - 05"'1.3 If PROJECT: ;q C. 1 ;tC,II. II L If'. LOCATION: / JO '2. ~ L 4 U I i!1 s ~,.,) i'l t.I,t!. KRAZAN PROJECT MANAGER: J./Yl. CONTRACTOR: LI ~ m f) I.O.R.: A f/1 ~/"1? PRESENT AT SITE: .t: ~,t L:, 1/ tt? n.J ~O, COPIES TO: I~ f) 7: /7? /1"J /J6-tt;/t. WEATHER: //C TEMP: ys" ro STRUCTURAL STEEL ~/ SHOP WELDING ~ V.T. 0 MAT~AL.ID 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: h1f)m~"Jr C:;)rJ~6-CI /p".J G ItS- ,4,-/# 15v/'/P/'Yl 13~/1t:.,E r~I1/nL Cr9~/lI6G-7/;,JS l.fr rL.?"'ji.' C/r,f 4//,y, Location: ~ Welder qualification/certification verified for: ,(~r/;f! ~ 176t# ;<'~h/'1" t:t: ~f S'1S- P.P. @ TITLE 21 PLUG ~ Filler Metal:~ ,/" I: ?/r-~/?1'2.. j!? / :r:t, o Other: o Other: o Other: lXJ Position: ~ Process: )(l Weld Type: f}lJ Weld Size: ~ Codes: D NOTES @ SMAW e @ 3/16" Yo" ~ AISe gJ DISCREPANCIES HORIZONTAL GMAW ~ SAW (5) TITLE 24 . use ASME o % COMPLETE J-L-///f L f '1.J Z.N// rL~iP~ 6/1/ tJ;.J ;f;5~ -:Jf'I ~ r~tJ& f ~ s fS. To the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: ~/I~ 4231 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25418 74th Ave. S Kent, WA 98032 (253) 854-1330 215 West Dakota Avenue Clovis, CA 93612 (209) 348-2200 ~.. r- ,"""",ov 550 Parrott St. #1 San Jose, CA 95112 (408) 271-2200 123 Commerce Cir~ Sacramento, CA 95~ '] (916) 564-2200 ~~Krazan. & Associates, Inc. FIELD REPORT NO: 65797 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J- 27- t) t , PROJECT #: I t7 6 - tJS'131 PROJECT: f! C. S6irA/Ch -6 Ie e"p ,({L~ LOCATION: 1S7J Z I&. L4to(JdS;t;J 1ft-vI.1/'. KRAZAN PROJECT MANAGER: J )"J? t? CONTRACTOR: i/ ;t./h tl JURISDICTION: C ,"1'1 ~/-:: ~I"'r /1Nt-.eLef PERMIT#: b / C 'I? INSPECTOR: ~. ztt /t>.rl? WEATHER: 'VC TEMP: S:<v 1f~112/1,n) ~;I./ f/lAl S;/b -/h'/J ,t://?/,L ~,I( S7~tWC-/tlA/lL SUpt:. /TNtJ' tJ.etP//lJ6- /A?saC;1/#~ 4.5 A'e tJPt1.e s/eR7 tf'/ Cpn)/~4c;,;;~ l1~fJZ4~ ~~/ 1ft) s&~~R' JJkt:.-K IA../Ltd~ /J,vl:? l5u7"1' /u~t::..#/~d, .tP/ SJi ~/11,~ .(/~ /)/0/(/;)(; ON Sc,i"&"vu IIL#..; 9 - / 2 -b /3 -;J' ....J. 1.. L . ",tit. Pflr J..L L illll:?' ~/'" 'L /~ kk h)t4f1. rp~ f -b Co It(JI'YI,v 8. /t,4c~~ /J /7tL h.}f.L;#S rL# t::.U ~f/( cP/tt ~ ~}ITI/ ~e'j/~4/ ~k.r~~ ~ 5f'/.u c'1Zr~,4l A',t/b/?/~ 0(:)0 ~ z z I Equipment/Asset Number(s): To the best of my knowledge, the abOV@WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. TechNo""' 4 ~~ Serving the Western United States Superintendent/Representative: 1501 Field Report.doc Revision I Effective Dale: 5/25105 T1,... ;..l'n.........t.n.. ..r^"i~..~ nn ,hie: ~nnrt ic: n",n~"'ti fnr tht> "YrlllC;iv.. ll~ nf rht" dip.nf Thi" renort may not be reoroduced in any fannat without the written permission of the client and Krazan & Associates. .' 'Gi!Krazan & Associate.s, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 0000r.t) . {..d.., t_ DSA File/Appl.No. OSHPD No. Permit No. ~ It y R OATE: :5 -27'" tP t PROJECT#: I CJ & - (J S' / PROJECT: '. G) SC ;~,../{;~ LOCATION: /f;; ;f I L.4 KRAZAN PROJECT MANAGER: CONTRACTOR: I.O.R.: COPIES TO: WEATHER: ~ STRUCTURAL STEEL JC@ / SHOP WELDING Item(s) inspected: C. <1"~ -b r//.1 -<owE-'/' !5,<,4C;;C-. /.L~/J?;t. /?;-oI1::? Cpt.wm~ LIEVfr.L 4T /'// I //2 ,5/2 ' 1)/.3 -6 r 15 " , , ~ V.T. 0 MATERIAL 10 0 U.T. IA./~ L#'.5 .4 J ;CPO;: L.~vlE L o M.T. 0 P.T. ~/ .:T/;,rJ 3//:1,3/// , .t!4..t'f' ~ ;,P'.G /t.#J/! ~ ~.;J J 5T Location: 0 Welder qualification/certification verified for: ~ Position: ~ ~ €RIZON~ ~ERHEAV 0 Filler Metal: '?/1=6 J ;37//'=' ~ Process: SMAW FCA GMAW SAW 0 Other: g] Weld Type: ~ B> P.P. PLUG 0 Other: 0 Weld Size: 3/16" 14" 5/16" 3/8" 0 Other: 00 Codes: @ AISC TITLE 21 TITLE 24 USC ASME 0 NOTES 0 DISCREPANCIES 0 % COMPLETE Jf6r~,,( -J; hjt,# /;~~r':r ~ ~..J?c;7 To the best of my knowledge. the abo@/ WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Superintendent/Representative: Technician: 4;tt:~ 4237 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota A venue Clovis, CA 93672 (209) 348-2200 CIl t= f'"'r\OV 550 Parrott St. #7 San Jose, CA 95772 (408) 277-2200 723 Commerce Circle Sacramento, CA 95875 (976) 564-2200 €:1!KrazaIl & Associ a tes I In c. FIELD REPORT NO: 66369 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: .J.. 2 ? -' {) b PROJECT #: I If? & - t' ..5-"'/ :J f PROJECT: /( L. Sc;;itNCE..6 r]C/'/ LOCATION: /.J'P 2 ~ .L,4t-f~ /;:?.5~ (j(/P? KRAZAN PROJECT MANAGER: J.,rJ?, PERMIT #: INSPECTOR: WEATHER: L/6~?7 JURISDICTION: C-- ;7'~ ~".c ~/'r A,.,)~~L6'.f &/& 'r',? /9, ~/t?rn ,r?/C TEMP: SO ~ CONTRACTOR: If A/I ZA.J /tf/ d;J S;7~ 1///5 b74;T/f. n/f sOt! c?7-t~,4t S fi4~ dM~ tJtl~n.J& /hJr ~~c/id,..) A.s ,;('Ld'4ltj're~ 1f'1 C~;.J/Mcf;'~. . )(//1 z 4,.) If L/ / fl/f/t! c~/ W ~ Ltt?S ~ , ~) Low/-/< I!t&lc,t 1~"?frJ~ w;tt~f p,.J 2A1t1J L~(//-L Awl? U//,t..{ il/4c.e .f~.4I"11;t W;t.tt.::J.5 /9W 1.1 / l.~//Lt AT Y/J. 'I -b J Ii. t . W;!t-~f /'L.4C,C# (J'1 fftt#;.J!t//1 ?4N/Z wiT'!1 If 7 /~9. ~./'.f;tvi/~, @ U//.e~ tft<',?(;-Jt /~.4/1?L wltU'.t otJ 1.5/ L6//;;' ;1,.;~ i.i7wt6,t( Jf~,4U r~,.f ma w If, t 19 f d.v .2,,)1? LA l/ 6 L /? r ..J /1-1, '/. 3/1-1, (', 3/ /: ~ -b:1 / ~ t ~ wLL.L?.5 P'L/1 c~# t1Lf al.{~. ~YhII'It' wl/I/ ~ 7/r:rf', '-%t/' h.);";f,e , - /9t-L. w~t/f /L.4~~ .4cco,,<~/,.Jc; 7P r'U,A/S h'~# CClJt/./t J ~;('6-)./~4/ W.f/~P' p,-/ 4LL /,J6t,#J.. /{~/,C;( r" $7';( UL 7k L/lt. ;(k.-h/,r #- CJt:?o 205 I Equipment/Asset Number(s): To the best of my knowledge, the aboV@ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superintendent/Representative: Tech.lc",.: 4 ,p:~ Serving the Western United States J 50/ Field R~port.doc Revision I Effective Date: 5/25/05 The infonnation provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any fonnat without the written permission of the client and Krazan & Associates. ooe0~~' J U 1_ lJ .J Ci!l<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: .5 - .2 R- t?b PROJECT#: I P t - oJ/3 '1 PROJECT: ~~. .sc./rdC;{ "' 'UC;/t' 1!t..t:1, LOCATION: /J'tJ2 t.E L/lq;(I;;S~~ IfLv# KRAZAN PROJECT MANAGER: .:r: /"? $. DSA File/Appl. No. OSHPD No. Permit No. b' t t.f ~ Vl!~t) I.O.R.: ~. "//?/ZIm // - PRESENT AT SITE: 1'/1/6. Ii/( I;:' c 7/ ttl ;J COPIES TO: / ~ J: /"? ~,<. O/c . CONTRACTOR: C~, WEATHER: TEMP: .J t:? (? M STRUCTURAL STEEL if I L"fvlf L 0 Welder qualification/certification verified for: ~ Position: @:' 0RT~ ~ Process: SMAW ~ ~ Weld Type: @ ~ 0 Weld Size: 3/16" %" ~ Codes: &> AISC 0 NOTES 0 DISCREPANCIES ~RI~ COVERH~ GMAW SAW KJ Filler Metal:,!?/ T-t ~ .c71 f:? o Other: o Other: o Other: P.P. 5/16" TITLE 21 PLUG 3/8" TITLE 24 USC ASME o % COMPLETE se;f hii '-4 /~/d,A..r 4 66.J'C, r To the best of my knowledge. the above~ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superi ntendent/Representative: Technician: ~t:f~ 4231 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25418 74th Ave. S Kent, WA 98032 (253) 854-1330 215 West Dakota Avenue Clovis, CA 93612 (209) 348-2200 1:11 I: ("'ropv 550 Parrott St. #1 San Jose, CA 95172 (408) 271-2200 123 Commerce Circle Sacramento, CA 95815 (916) 564-2200 ~Krazan FIELD REPORT NO: 65798 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: .J - 2 9 - t9 b PROJECT#: / c t - t9S /3CJ PROJECT: If c. S c./~,Jc-L -6~c.f/ .t!L#. LOCATION: /J""o:2 ~ J-4t(;'!/~S,;!.;J Li't.i/J? KRAZAN PROJECT MANAGER: J. J'?? ,J1. CONTRACTOR: V ?/YJ tJ JURISDICTION: c;r1 I'r A?/J" J1#?6L.ES PERMIT #: i: I t c; j" INSPECTOR: . /1. 1/t~/J'? WEATHER: TEMP: /1/4Z"f.nJ /~/ /P;J S/i15 ~f JfLd't('$'S/2'/ If'~ ~h./~#C,rt# ~~ ,S'l/fU?/v~/f~ S~.tf'L #w4 vJL'L~j~? /.vf/,6tC-71~~. 17;(A't/l~ /f;E~ /d5'/7..f'C/.€.efI W~c.~S W //'/1 @) L~W&~ /Jlf4Ci5. /,,(/!P7~ 2/"'# L~vl5~ ~r &/", W/t,I/f?.5 /L-#cL.P' /I1f ~&I./? .rv'>1/r// v/7# ~?/ ;r-:.;-. ~i' . /lLt w~t,c?J- Wc.~# /'L.#cL~ 4 CC:I/".;;::J/'1,)~ ro c~#~ /I.wP? /;(,3 - 11&41' w /1.5 fA.f ~.tI, Iffr/",(' To S77f'vlc/v/h ~L/'/'r #" CJCJc;) 2Ch I EquipmenVAssel Number(s): To the best of my knowledge. the above@ WAS NOT performed in accordance with the approved plans. specifications. and regUlatory requirements. rooMIe".: 0-" /f' ~ Serving the Western United States Superintendent/Representative: 1501 Field Reporl.doc Revision 1 Effecti ve Date: 5/25/05 . . ..n.J i:._.I.. _ ... ~,...:.._ .___ _r .\..~ ~1:__. "1"'l..;.. .....__.... _.... ....... h.. ....ro........~........~ ;.. ...." fn..........' \II;fhnnf fh... l.u,;"...n N"rTni<:.<:.inn nf th~ ~Iit':nr anct Kra7.an & Associates. ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION o 0 0 2tJ G DSA File/Appl. No. OSHPD No. b'; t 0/ ? Permit No. DATE: :5 - ~ 1 - 0 6 PROJECT #: / t/ t, - &5' /3CJ PROJECT: I: C. S eii/Nett i> /"L- ell 1ft#. LDCA TION: / f,p 2. I~" ~ /ftt I if1.J'.e N Ii v.d. KRAZAN PROJECT MANAGER: u: I"Yl. CONTRACTOR: V ~ j/Yl t) '-O.R.: /7. r/1~/YJ PRESENT AT SITE: -r:;;, C~ COPIES TO: /';e J, /J? ~/- WEATHER: TEMP: ~ STRUCTURAL STEEL D P.T. A wl:f? 2.n/4f' L .tEP'.e ~ Location: D Welder qualification/certification verified for: ~ Position: LAT VERTICAL HORIZONTAL OVERHEA ~ Filler Metal: 7/;;:%',1 J!'7/1-~ ~ Process: SMAW @;J GMAW SAW D Other: r)a Weld Type: ~ c9? P.P. PLUG D Other: D Weld Size: 3/16" Yo" 5/16" %" D Other: ~ Codes: ~ AISC TITLE 21 TITLE 24 UBC ASME 0 NOTES 0 DISCREP ANCIES 0 % COMPLETE To the best of my knowledge, the abov@/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative : Technician: r21f #'.~ 4237 Foster Ave. Bakersfield, CA 9330B L .. (805) 633-2200 25478 74th Ave. 5 Kent, WA 98032 (253) 854-7330 275 West Dakota Avenue Clovis, CA 93612 (209) 348-2200 CII L r-r'\ ov 550 Parrott St. #7 San Jose, CA 95712 (408) 271-2200 123 Commerce Circle Sacramento, CA 95815 (976) 564-2200 I ~;;iiKrazaI1. & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 -~..;J 1- O~ PROJECT #: - PROJECT' . - : - (j, /.h1c- LOCATION: S a.. 0 J f\N\.... j &C. KRAZAN PROJECT MANAGER: . ~ ~ NDE REPORT NO.: 264i5 .L\PR () 4 200S CONTRACTOR .5-'-Lw ~.& - tS 1-' 'up v7U ..J:- PERMIT NO, ~ INSPECTOR: . - . b Gt.rJ~ MISC: I 7 WEATHER: OlJ-t...I:!.-e.Cl,AJ -6-. TEMP: tiC) 0 ~ STRUCTURAL STEEL ~ FIEI::&/ SHOP WELDING ~ VT. ULTRASONIC EXAMINATION REPOR1 Specification no. AWS 0 1.1-96 ~.!e~r0 _ Material Alloy (J./ S Weld Joint ('7~~ ~p Standard no. AWS 0 1.1-96 Material Thickness . '1J7~r Weld Process FCIJ w Calibration Standard IIW type 1 or ~ Ref. Dwg/detail ns-near side. fs-far side. Tf-too fiance. Bf-bottom fiance. Wb-Web. N.S.E.W.-com ass directions. t-too. bottom. T & Bf-too and bottom fiance DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO D MATERIAL ID en 0 0 Z ...J W W Cl ~ W ...J LL W 0 a: ~ ::> Q Ii: ti 0 ;:: w 0 z w w U pc. MK.I Grid Line ...J <<: u ...., 0 w ::> ~ w a: ~ 0 a: a. .1"14 J}.I'~ /'h.l? .It J.J ",0 .~i 4- ~ If .~2 1 ....:: V ~ :2 ~'J 0/ ~.q .~/... ~ 'i? 'II ...... A () V ~,~ ,<; A V If" ~ '; .:IJ.. j. ~" y "" ~~~ /. /., ..t . "=? .t.l-,~ /. ~ V ~ 4Z 1J /., i-" ......, . Du.T. D M.T. D P.T. w ~ u a: z ?- ~ w en :0:: !Z 0 ci a: is w z u w z 0 z w 0 0 I- w ...J I- :s u ...J ...J a: w u It w W ...J > It ::> 0 ::> ...J w Cl Cl a: ~ ~ a. z w ...J Z Z Z ::> ::;; ::;; LL <<: ~ w > w 0 ~ en ~ 0 a: a: w u ~ ~ ::;; a: w ...J z a: 0 LL LL W U f- w ::> f- CE a: w w u ::> u a: u z 0 Z I LL U U w w w w w en LL LL LL 0 f- I Z Z a: z w w ~ w z Cl Ii: ~ ~ w <<: Cl 0 a: 0 ::> z LL a: w 0 w w en en w I- ...J ..( ai c;i ci en ...J 0 is is a: 70 8L /',,1. .~ \.. ,I) .'> DESCPT HOURS OUT ST MIL IN OT To the best of my knowledge, the above @AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: I L 215 West Dakota Avenue, Clovis, Ca 93612 . (559) 348-2200 4231 FosterAve., Bakersfield, CA 93308 . (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 . (209) 572-2200 54S Parrott St., San Jose, CA 95112 . (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 . (916) 564-2200 22 N. Shennan, Ste A, Corona, CA 92880 1501 15th Street N ,#106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 . (909)549-1188 · (253) 939-2500 . (360) 598-2126 · (425) 485-5519 . (360) 254-3200 E3Krazan & FIELD REPORT NO: 65799 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 - 3 t) - C b PROJECT #: 1 tl6 - tJ 5'1.11 PROJECT: / C. .s {,/~~~~ -b reC,# -'~/I. LOCATION: IJo ~ E .LAtI~/Q'..('~~ IfL/,I~. KRAZAN PROJECT MANAGER: .:f yn. /? CONTRACTOR: ~ /1'7.? JURISDICTION: t:;1" ~r A,./ /!";6L I.Jf .f PERMIT #: t:, / b t; ~ INSPECTOR: /1 7/?/PM WEATHER: /" / c , TEMP: .fIp j{,I(AZI'1~ ;(Jf/ pv eJ/7Z '/#/J P'#J'Z hA' cr?'Rtlt:--?:t"<#t- s12'Cc.. d;J,c:) WI!.L-//~? /JJf~.ec,T70;J #J ~Et!(",.b 17-#.tfy t::ovf'Mt/;-;~. Rt/ I;';.f/.e~~~ weLtIf?S j @ u/J/lfJf ~Mc-f /.,(#~~ w/t~f 2,J~ 2~v;tL AT :J-;/~.:r/z. Wtl~.f /It/9eJ!# Il~ )1'~,cJ~~7'~ (;..'?"";1"'z Wlr;l/ ~?/7-JJ'. ~;'. . (ff) Wtl~.f /1,(tf1~~# ~ lJ~tr JHL,,1~ t:..,~,v~C.l/-:r,vJ piA/ e//'#E~ S"K 1)1 CJ ll;/PlNof t;?~ J!' .;p lE.r L/~e . Ell'" 15 /2 J(~,.) CJ?N72, ~...r ~1 f .f/II h?#/f;( d/(fl1.51/(v;J1- Ill. (., WJ!.t.d..f c~# h~/hL#;r; ~~,5.' ,( J! r~t< '1D .f r ~ ~ (, !Zt 1</1 l ;( !t/h,r 7 P'" CJ t/ {/ 2..,:) 7 I EquipmenVAssel Number(s): To the best of my knowledge. the abo@ WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Superintendent/Representative: reChn;c"Z2zf :z/.' ~ Serving the Western United States 1501 Field Report.doc Revision 1 Effective Date: 5125/05 '10.. i..f'.............;...... ........"jA..A ...... ,hi.. ...."'^rt i.. n.......~r....t fn.. th.. ,....,..1"";,,,. 11".. nf th,. ,.Ii..nl Thic r..!'Vuf m:lV not hi'" rPnl'"l'Vinr.-rl in :lnv fnrm,,' without Ih~ written nennission of the client and Krazan & Associates. 000207 Gli!Krazan & Assoc iates, In c. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA FileJAppl. No. OSHPD No. Permit No. C I ~ f.l'r OATE: J - :J p - 0 " PROJECT#: II)~ - 1/-1'/ J , PROJECT: IfC. .sci~~&~ '" ~c-/~ /!{If) LOCATION: I r'D2. ~ J..~UJfIj1.5 ~~ ~L t/JJ1. KRAZAN PROJECT MANAGER: ..::J. J'Y1 . /? CONTRACTOR: V!:!:'''' I.O.R.: 4. 7/1~,n PRESENT AT SITE: -r; e. c, COPIES TO: ~ A' f. /J? ?~ WEATHER: /' / C TEMP: ...)'/;:) , ~ STRUCTURAL STEEL ~~/ SHOP WELDING ~ V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: (.,(/1'.1'< /J~//cL. /'<~P1~ hJL''-~.f tJ'~ 2.~Jt) Lel/e~ 47 f/; . :;-/2 W/l,t? ,#~~u,.;// ~/~~I"f;( 1'~'??Zf ?'I? 8'L4.1"1..J A/ e /1, E /.2 . E.s/1 , , IE. . S' /'1- Location: 0 Welder qualification/certification verified for: &:l Position: LAT VERTICAL HORIZONT AL OVERHEAD ~ Filler Metal: E 7/ r....f' 2'~ ~ Process: SMAW ~ GMAW SAW 0 Other: ~ Weld Type: ~LET P.P. PLUG 0 Other: 0 Weld Size: 3/16" %" 5/16" 3fe" 0 Other: ~ Codes: ~ AISC TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE ;(~/~~ r't? n~tL? J(',t~A'f' d t .)7?1 To the best of my knowledge, the abo@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: CL.J-~~ 4231 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25418 74th Ave. S Kent, WA 98032 (253) 854-1330 215 West Dakota A venue Clovis, CA 93612 (209) 348-2200 ~II I: N"IPV 550 Parrott St. #1 San Jose, CA 95112 (408) 271-2200 123 Commerce Circle Sacramento, CA 95815 (916) 564-2200 ~Krazan FIELD REPORT NO: 65800 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J-:l/ wi ph PROJECT#:iPh - p~~? PROJECT: I C. fc . N& -J72~)I did LOCATION: l.rb 2. e L/f~~/~.5~"') 11 /-Va KRAZAN PROJECT MANAGER: J": A'? If. CONTRACTOR: t/~ /11 V JURISDICTION: ~ /1'~ ~~ ~,.1' .#Al~~l.e.f PERMIT #: t. I , 'II' INSPECTOR: d 7/tr;;n WEATHER: ctvU,(J ~ # TEMP: S~ f(;(~2#~ ;f~~ I),.} .5/7:E 7///.5 ~#~ n.Jt S~~cr~A'~" S$.t!L. AJfJ/J Ve "Q'/~t- /N5/Et:oi';') AS~.e &JtlJf5f'..-5R' ~!I Ct?.,,):1~~~~~~ ltlfAZII;..J 1'1./ /~.J/eC~# wltt.tl'~ ; W//6~ IIlfAt:.Jt rA'/?J'f'?~ IJlttLJ.s 6;..,1 2."",(/ I.~I/e(. ~r 1/3. ~/:!. GI.7. r/3 ~ r/2. tJ//,~~ ,dtAc,~P' Ify #'tf~/Ve/# 6-4";7'Z ,.,.,ofi! t5 7ir~, J}/'. S,,"t,vCl 1iJ'i1;n/I'~/f /'1wt,U /t~t:.~L7 #,J1!f1 wllll1'l5.t:? .tt, a",~ 5",/,.# W J ,. h' If 7" I tf. 4L t W~lA.5 /LAt-,1'c? /L~ 4L?~ /(L./~~ t'b Sr' A'uc}'w/f/1L '<15~/fr 11' c/PO 2 tJJ> I EquipmenVAssel Number(s): To the best of my knowledge. the abOV~ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. TeChn'C'"lLf_ ~ ~ Serving the Western United States , Superintendent/Representative: 150/ Field Report.doc Revision I Effective Date: 5125/05 The information orovided on this reoort is oreoared for the exclusive use of the client: This report may not be reproduced in any format without the written permission of the client and Krazan & Associates., In ~Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 0002G8 DSA File/Appl. No. OSHPD No. Permit No. C / b Y J' DATE: '3 - (J J'" ~ 6 PROJECT #: I It? 6 ... ().J/.J 9 PROJECT: A C, ..J'c,i~,v~e..J ht~H D't,,tfl LOCATION: /5"6'2 ~ LAttJ(."IJf.t) ~tv'//' KRAZAN PROJECT MANAGER: f .m. L? I/~mt:? A. r#/~/h PRESENT AT SITE: r: e. c.. COPIES TO: //..:f. m ~;( WEATHER: C/'PH#t CONTRACTOR: I.O.R.: S-:., , TEMP: v ~ STRUCTURAL STEEL ~@9> / SHOP WELDING 51 V.T. D MATERIAL ID Item(s) inspected: U //'~,( 11t<"?C~ /~,4m If $/3} )..//1. G/J. //:J -6 r/2 . ., , D U.T. D M.T. D P.T. o ~~'#.5 2/VttJ L~t/I!t, pr' 1Z,(/;;nrJ!~ J'9 ;oJ'" I! wI! L#.5P"~p/'"l '9'" 12 / /1...:r Location: 0 Welder qualification/certification verified for: M Position: <fLAT VERTICAL HORIZONTAL OVERHE~ ~ Filler Metal: If 7/ J:/f -{, J!7~/' . ~ Process: SMAW ~ GMAW SAW D Other: ~ Weld Type: (FiLLET C.P .::> P.P. PLUG D Other: 0 Weld Size: 3/16" ]1.." 5/16" 3fa" D Other: ~ Codes: @ AISC TITLE 21 TITLE 24 USC ASME D NOTES 0 DISCREPANCIES 0 % COMPLETE Ifl4tfl:/t r,p hLl/!/ ~~ /f:,r(/'** ts"~oo To the best of my knowledge. the abov.@ / WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superintendent/Representative: Technician: ~:#:'~ 4237 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota A venue Clovis, CA 93672 (209) 348-2200 1"11 I" rnpv 550 Parrott St. #7 San Jose, CA 95172 (408) 277-2200 723 Commerce Circle Sacramento, CA 95875 (976) 564-2200 WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P. O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 DATE 3/31/06 NO. 7627 PROJECT Peninsula College Technology Building LOCATION Port Angeles WA CONTRACTOR Vemo OWNER PC WEATHER Overcast TEMP. 49 F PRESENT AT SITE Vemo, Krazan, The Erection Co. PERMIT NO. 61648 TO Krazan and Associates, Inc. Vemo/Owner Building Official Krazan Job No. 106-05-139 NDE-UT and MT TESTING Requested by Krazan for NDE-UT of CJP BF welds and NDE-MT of fillet welds over 5/16" in size at BF connections. Arrived at the site 1045 hours, 3/31/06. Set up and calibrated UT unit with 70 degree shear wave transducer. MT unit calibrated with 40lb lift, DC, full power. CJP welds by The Erection Company welder, MA. CJP welds ID marked # 41 through 48. Upper flanges backing in place, lower flanges backing removed and back welded. UT examined in as welded condition. The upper flange welds UT examined from Face B (backing side of weld), from both sides of weld axis (decking welded down and could not examine from Face A, cap side of weld). BF fillet welds welded by The Erection Company welders (two, no ID marked at weld). All welding FCA W, E70- T6 and E71 T -8 electrode wires. Findings: NDE-UT TESTING UT unit, Staveley 1000S, SN B1554 Transducer-2.25MHZ, SN 6846 70 degree wedge Calibration-IIW Block, Type 2, SN 90-5290 Ultragel couplant Reference level- 43.8dB, +dB for SP Legs Testing per A WS D 1.1, section 6 Weld # Location 41,42,43,44 GL Fx1.5, Level 2 45,46,47,48 GL Jx1.5, Level 2 Results No relevant indications No relevant indications NDE-MT TESTING NDE-MT unit, Parker Probe, DA-200, SN 12103, Red particles, manual dusting, manual air blower, DC continuous power, maximum power. Weld# Location Results 1,2,3,4,5 GL J, Ground Level No relevant indications 6,7 GL 2, Ground Level No relevant indications The above tested welds conform to specifications and are acceptable per A WS D 1.1, Section 6, NDE-UT, MT requirements. .~eC. Ken Havens, Senior Inspector, AWS/CWI, AS ,- ~Krazan FIELD REPORT NO: 66466 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: ~~~ JURISDICTION: 't- I1N~ArG~S PERMIT#: ~ I~YI INSPECTOR: f'. S'~~L~ WEATHER: (J cArr DATE: 3' 141",e I c... ;l. d)c ~ PROJECT#: /O~ -t:Jr/~" , PROJECT: ~c/~~Nel€ ANti) r~eHN()(,D~ Y LOCATION: 1'~//II$'~,A 4;,c..L/!'f8~ KRAZAN PROJECT MANAGER: ..::re TEMP: .s-;t /.>1\/ J'~ hit "'IEf/;NL eN $t?e c TI()H 0"::' /t111#,c/),( t:A L) C-(;~c..el:r~ p~v1tIG,Nr AT G~r~1&E ~;:J,,- wAe.<..5 I t:"IJ) lJAJIf'.s: q.~~ r:',~ ?o" ,. , .J:'IJ lie. r 01-0 "" J '7. a "tire.! 'Ii::l HJ sl/m.l't.G1J ,;).N# 1.1J~r (Jr- 4l1f 1.'5, At $D f'tdclJ) J t-pv,e ~, rDII4# I)I91"nuv c,vl'tt.t,. J ref" -1'1) 1-1, ~/llIhlt.c~"'~Hr ;"61( Jr~"c.r~;l"L- i)l~t.tJu"'(;s.. I/~~ ~ "(}C,- ~ICJ' /J."i:?c-. , /)~-r;f/u ~,1,"'I- /' A~ S.ro /. fllJt1/(PJ ~IIA$ IN ,P~4e.€ ,+7" ~o~ ~~ . C~J/c.~rl.5. ?7Err~/J rlJd c5t..IA~'p ,...~nO 'T7.CJ;U"IEJt,~, ,~'LltE UJ*<<-IJIl~r.s- rON .:fA-at ,pUS" C~sr: ",ec ;=~Jl€Hc'1S Q(l Id''-' fl,~ 171". T"' pifer", I Equipment/Asset Number(s): To the best of my knowledge. the aboV@ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. TeChniClani? ~- ~~ r Serving the Western United States ~ Superintendent/Representative: 1501 Fi<ld R<port.doc Revision 1 Effective Date: 5125/05 ..___ _._:__:~_ _~....~ ~I:..... ~..... v............ R. &..........;..t.... ~';1~G ~E'~':':'~'~' iE~G~'~'::G 1"- C~{;~i'" CONSTRUCTION TESTING AND INSPECTION ,,~ \. " ., ':.:~'" , NDE REPORT NO.: 2639 CONTRACTOR: -% PERMIT NO: -1141 INSPECTOR: A4 .$"OR.4/l/T//VO MISC: ('OL.I./N/V C:TP WE/-D5 WEATHER: / Iv S J IJ/?:, DATE: 'f13/()~ PROJECT#: /OcP - 05'/39 PROJECT: PENII'YSUt.4 COLtt?&E LOCATION: BfiJ:!;J1FRTtJ/V.; W,4. KRAZAN PROJECT MANAGER: TEMP: "0 0 I=" g] STRUCTURAL STEEL ~ FIELD /@WELDING 0 V.T. o MATERIAL ID ~U.T. OM.T. o P.T. ULTRASONIC EXAMINATION REPORT , Specification no. AWS D 1.1-QR INDE-UT-1 _ Material Alloy srr~l Weld Joint c.rp Standard no. IfiWS D 1.1-96 Tabl~ Material Thickness .75"0 Weld Process reAw Calibration Standard (IIvv Iype !}XU~C Ref. Dwg/detail ns-near side. fs-far side. Tf-tOD flaMe. Bf-bottom f1anne. Wb-Web. N.S.E.W.-com ass directions. t-too. bottom. T & Bf=too and bottom flanoe DATA DESCRIBED IN AWS 01.1 DISCONTINUITY INFO W ~ U II: Z }- ;5 w en :<: !z 0 c:i II: 0 W Z U w Z ~ Z W 0 0 I- en 0 w --' :S u --' --' II: Z --' W u it w w 0 0 > it ::l 3: 3: --' W ::l W Cl Cl II: "- W Cl Z --' Z u. 3: w -< w --' z ~ Z ::l ~ ~ w --' II: > W 0 :'5. en 0 0 II: u. W W W U ~ II: I: ~ II: II: W 0 --' z !;( 0 u. u. II: U I- W ::l I- W W u ?:: ::l ::l U II: Z U "- II: Z 9 ~ I- 0 0 w w w W I: U. U U w ~ u w en u. u. u. 0 l- I: Z Z II: 0 W ~ U Z W W ~ W Z Cl ~ ;5 ;5 w --' -< II . -:i'.:J ^ LJ " >< 1\ I .~;:)jA G:J )( f .~ ,,-o~ .. fI )( , , III / A / I I I ,- HOURS DESCPT IN OUT ST OT MIL Ultrasonic Test Make: Transducer: size Couplant ASTM Test Method: ASS7 CONFORMANCE OF WORK To the best of my knowledge, the above WAS I WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: · (909) 549-1188 . (253) 939-2500 · (360) 598-2126 · (425) 485-5519 · (360) 254-3200 215 West Dakota Avenue, Clovis, Ca 93612 · (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 · (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 · (209) 572-2200 545 Parrott St., San Jose, CA 95112 · (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 · (916) 564-2200 226 N. Sherman, 5te. ,Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 I~m__ ~~KrazaI1 & Associates, Inc. FIELD REPORT NO: 65801 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Lj-3-t)~ PROJECT #: I/){, - t).J/ J 'j PROJECT: j/. t:. Se-IL,.)(;'& -6 1'Zt..1I. 151-,(/. LOCATION: I ~ z J5. 1../f"'~/;?S,e,...J B(,v~ KRAZAN PROJECT MANAGER: If. A1. $. DATE: CONTRACTOR: LI ~ ~O JURISDICTION: C,I1'1 pr t:rf' ,4 NJ..tJ-~f PERMIT#: hIt '1~ INSPECTOR: /4. 1 /? /0 ~ WEATHER: // C d TEMP: .5:2 Ift</I 2,4",) A?t/.::? pJJ J'/7'6 1'#/..{ ,,:1# ~ h~ t(r/", t:,ru~.4t . ,f/2.# (.. A,.Jt!/ W ~ L~hJC. IAJ.s/'~t:7/ti~ ~f ~.e 4uJ!s1l5 LJ ttf~ t:.,,~~t:.-7d~. .:.. ' 1(///ZAnJ ~L~ /;tJ..f//l.(;Je~ ttJ15LLf)jj @ U~/~ IJIf~c~ r/{A/hp 'wJ5tP'J IJJJ J.r'// J.~v,6L hr 12c,II, If Lit? t1~ r/;,.e. 3/" E. 3/2, I!J/..3 ~ ~J/lJ. tJJ!L~.J h.4?~1I? /5'1 J(t;v~~i')/ (;A.nJT2. J,V;itl/ E?17-R, ~~/: ([!) /ILl. k//~,e /pJtm #AJ I?tLe/IJ ~t./J~~~ A,.J/P ~~LlfJe~, ~"r,,/t' U,4.f /I~J!-N Co~/LLf~l.'f /,J&Uf'~~ /1~ 1luf'7::J~ /u~t:..#&# &J~ "If :Jar pr SC/~N~b #ttll~/;;~ /~vJh1 q-/2 / /I-f .I.;AJe.r d(.t -tJ.Mt. /;1) ;,;&\ r: ~;J;1,r-~M. ~ t;;~1f! e. &&tf. 7'b sFvc::rWA"A'l ;(eAwt:. #(?()&> 2" 'i i' I EquipmenVAsset Number(s): To the best of my knowledge. the abov@i WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superintendent/Representative: Technlc"~~ 2f ~ Serving the Western United States 1501 Field Report.doc Revision 1 Effec';ve Date: 5/25105 -n.. ;..f^~..t;..... ..........:....... ..... .h... _r.n'" i.. ___.....~ fn.. fl._ ........1..";,,.. IICloo nf fh.. ..Iioo..' "";0;: nonnrt mlll\l nOf ..... ,...nrt'W'tnr,rt in lInv fnnnlll withont I~ wrirtf"n ~nni"lII:inn of Ihr. dient anct Kfll7.an & A"sociates. ~Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION OOO~~lJg DSA File/Appl. No. OSHPD No. Permit No. t I" II l' DATE: '-I ":J - tJ b PROJECT #: / tJ h - t) S' / J 1 PROJECT: /'. C. S ~;~;t/~tt. -I, ~ t:-p 1ft#. LOCATION: If'a 2 ,f "AtI,(J'e1.sE~ Ii tv"," KRAZAN PROJECT MANAGER: v-. n-? /I. "'zt:l1 TEMP: ~ CONTRACTOR: I.O.R.: PRESENT AT SITE: COPIES TO: WEATHER: ~ STRUCTURAL STEEL OO(~':.9> I SHOP WELDING Item(sl inspected: ~ -rLc. '/' Iftt ,€'d~~ /f;,~ d,v~ L?kK ,;J ~Pd~ ~/ .s(;/L;tJc,~ dL4? Location: S~~ /let<:? /f'€hrr:J3: 'fRo/ To the best of my knowledge, the aboV@1 WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: ~/~ 4231 Foster Ave. Bakersfield, CA 9330B (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota Avenue Clovis, CA 93672 (209 >-~~8:..~z...9P 550 Parrott St. #7 San Jose, CA 957 72 (408) 277-2200 723 Commerce Circle Sacramento, CA 95875 (976) 564-2200 ~Krazan & FIELD REPORT NO: 65802. Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: l/... lI- p t PROJECT#: lo/' - PJI31 PROJECT: ~ C. .}e/~Ne6 ~ 76e.-# 8't~ LOCATION: /fv 2 J! J./ltI,e/#.rJt,..l IJlV#. KRAZAN PROJECT MANAGER: :r. /'Y1 . 4. CONTRACTOR: 1/ ~ A? () JURISDICTION: (;,?-'1 JP/ /{;r~ 4,.16.,.EJ.~f PERMIT #: ~ I' ~ 5' INSPECTOR: ~ urpP'1 WEATHER: /~ TEMP: ~-O~ 1(;(/12AIt.l ,f~/ &;.) J/~ 7""#Af #.4/'e AJ ~JttfCil~.rr~~ ~" . Cv N r;(iAcr;~A' /0,,( J'"r~et t:-Ttt~~t .jf'~'cL .#,.)~ iJ~ l.;t?;~~ /,JJ/t!c7/;"J. /~~AZ4N ~~/J IN.5/,A(~~#. @ 1lc,!-I. I1LJJ.; 2~tJ J..et/~L/~~CJ( W.ett7~ A",I~ /?U77PN 7lW"Jt.-J{/;Jr, c.ph7~J.,ttr~ AAl// ~,e ~#~. @) /J/tI1(;,t /~A/Y1z. Colttffl,Jj t?~ (f-lfp'iwlt'J LLv~L /?~ r/I-b2. IJUI/JA6--- A,.)t.-Nt?;< dt7lf.5 .r1t7' 70 J.f)t,.) /J,.)LJ tJ),,(/~/;,)At J..U~.f F'fJte ri~//~;,Jt A ~41;';J.7' /Y'/?.t? r~ fie C4~1I();J 4/lt::.~~ ~W7 A~~ /'Yk.W ~V~.f /L//cLQ tp wl!.}( 4~t:J W~(,~E.6' /,,) /LACe. H/et,!ff?..r /(,4cJt'~ iff; /nA~K /I~Jr/fp~6' W/171 15 7/'-; R. ~~'~ . , ~~ ~,6~ rp .5.r~u(: /u~~l LJ!h"...r*IJl;o '2/(; .. I Equipment/Asset Number(s): To the best of my knowledge. the abOV@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Tee"''''o" 4 tt: ~ Serving the Western United States 150/ Field Report.doc Revision I Effective Date: 5/25105 The information orovided on this reoort is prepared for the exclusive use of the client. This report may not be reproduced in any format without the wrinen permission of the client and Krazan & Associates. GWJKrazan & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Oa 0. f'l r; of Ii,. iJ Jr".,.lJ DSA File/Appl. No. OSHPD No. Permit No. t:. I ~ t/ S DATE: '1- l.j - () b PROJECT#: lOb - 0 S'" 13 'i PROJECT: ~ C. S C /,l nJC Jt -b r"j C, /I If l~ LOCATION: Ifo 2 e.. )..Au,<//JS,e1!f - 4ltlj(). KRAZAN PROJECT MANAGER: ;:T. m . /l. 1/ t51?? (/ /1~ -r:t f Ph? PRESENTAT SITE: r: ~ . C. COPIES TO: rk.J'. h'16-Jl. WEATHER: f'7/ t:.. TEMP: .s-;:, ~ CONTRACTOR: I.O.R.: ~ STRUCTURAL STEEL g]@ / SHOP WELDING 1}(J V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: S r.E/2 {. ,()1 ~c-11' 2.,.11) J.. L I/~ l 11';...) ne-h'. d t4. IJJ S - J / J - <f wL 1,,I)~~ ~ liur7P,.J /u;J~IIL#. ~g2?' Lt,l'c/'/,/lL' 8Jfffl /~ C.,lUa;f /lAsL r'LA'~ Ar~/(,j Lu':,f Location: ~?2 1/ ~ 1'1 ,..JL1 N ~ W J.. u ~ t:.. ,If r/4 W61 ~4t1 A ()wL1f. o Welder qualification/certification verified for: pl Position: FLAT VERTICAL HORIZONT AL OVERHEAD ~ Filler Metal: e7/ ~r..JJ!lp.2.Z ~ Process: SMAW GMAW SAW 0 Other: ~ Weld Type: ~ C.P. P.P. PLUG 0 Other: 0 Weld Size: 3/16" Y...lI 5/16" 3fe" 0 Other: ~ Codes: (3J/ AISC TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE S~L h~{,# ~"/tP"'~ U ~~R~2. To the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 4~~ 423 7 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota A venue Clovis, CA 93672 (209) 348-2200 "'II ",rnpy 550 Parrott St. #7 San Jose, CA 95772 (408) 277-2200 723 Commerce Circle Sacramento, CA 95875 (976) 564-2200 I-~- €:Krazan & FIELD REPORT NO: 65804 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 'I - 61J' - 6) , PROJECT #: / l),.... a ('/ :J 9 PROJECT: ~~, .rC/~M(;~ -/. ~~,H dz,t/J. LOCATION: /J'o? e. L,,4ul'f/i?..5 6nJ if" vJ?, KRAZAN PROJECT MANAGER: ~ J"VI. d. CONTRACTOR: 1/ e ~ t? JURISDICTION: ~ /r if ~/ Arf' ~~t,,et&...f PERMIT #: 6 1 t, 'II INSPECTOR: A ~;-;'A-7 WEATHER: C.~JtA~ TEMP: ~ z~ fftfA2.ArJ I'f~A onJ ~(,a r-~j ~,tl~ h,e S'''-~'1t::.ro/A4'- S'IML /1~J11 V~l~J,;/1r l""oS /.e~17p~ /15 A''€''C)/,fM /,ett/ I/~ C~"/r ~ t:;~r<. f(~Jf24M /fer:? l,Js~,(c,,7ZJ:J. @ ~c,}I. gLr:J. ~ tf)() r 1. ~ v~L tJUI< K.J~/./JJ /l1t/~ /I~ r7P~ fJlf/J/~M;V1r c pl'Y'} ~t 15 :r~ /1,,/;t? /%A' C-tJ t? ,e, @ Sc'/L;vc~ $i.t:J. ..2"v,t> -b ,e~p' l.~iI.(L e-f7U1f!7 WbL.LJ,;V", Ct:V"~J.~r.c A,.,J,(/ h,,( 6~~e, sru~j /'t~ c,~~ 81 "f"oJif ~ S~tI'!/ W~ l t::hi..J (- I~. s-ruJ< ~tAe~Jtt') L1'1 LJI9;.(lfeL &(;.~"otJ ~ -r;;r, ~D,,(..ilG,(. Ae;::~~ -rP -f"7';t'u~TtI~/;L ,(.t/'o,.r ~ 0002'2.5 I Equipment/Asset Number(s): To the best of my knowledge, the aboV@/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Techn;_: ~ tf ~ Serving the Western United States /50/ Field Report.doc Revision 1 Effective Date: 5/25105 The infonnation provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any fannat without the written pennission of the client and Krazan & Associates. Gl!Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ('''~'~~- JUU2~~ DSA File/Appl. No. OSHPD No. 1.0.R.: t~ 'I f' v.e;no 14, -r-/1 ~p~ PRESENT AT SITE: -r:. e. c. COPIES TO: 1'. /'~ ..1. rI? 61f , CteAA Permit No. ~ ... eJ..r - (J) b PROJECT #: I IJ ,- O.5/.J &f PROJECT: I! C. c5(;/t."'/L~ -6 /'4(;;/1 $LI.:I- lOCATION: 1.J""b 2. ~ 1. 4 u,f /d of 15. nJ d l. V /I?, KRAZAN PROJECT MANAGER: If: I'Y7 ~ If. DATE: CONTRACTOR: WEATHER: /,.,' TEMP: ~ "'" ~ STRUCTURAL STEEL ~~ / SHOP WELDING lJd" V.T. D MATERIAL 10 D U.T. ~ P. . -- Item(s) inspected: ~ t: f(' IA/,t l.#..! 71t t'. H~ if l /J. D M.T. D P.T. J:J....s -- J J 1 - 9 srttt1j Wel,&,6t!J dt) SGiJ!;,)tJt /ILK::}. I3-J/Cf-j2 1. ;J Jt1 A'N'1f? If IIIt1,r LIE v.c L location: D Welder qualification/certification verified for: Ji Position: ~ VERTICAL HORIZONTAL OVERHEAD [}J Filler Metal: t. t p 2 '2.. ia Process: @ FCAW GMAW SAW ~ Other: ~1t1J,tJJ:,~ kJ.t/.c?f ~/E.("k rjl Weld Type: FillET C.P. P.P. PLUG I)i Other: .sIt( d.s D Weld Size: 3/1 6" Yo" 5/16" %" D Other: ISlI Codes: @ AISC TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE ~~r#~ ri? h~L~ 1f'5r'of""T '#~~Koy To the best of my knowledge. the abov@WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superintendent/Representative: Technician: 41t~ 4237 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota Avenue . Clovis, CA 93672 (209~ 3~8:~~~.o 550 Parrott St. #7 San Jose, CA 95772 (408) 277-2200 723 Commerce Circle Sacramento, CA 95875 (976) 564-2200 (iilKrazan & FIELD REPORT NO: 65805 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 9- ~ "' ~t PROJECT #: I/) tf:J - OJ /.1'1 PROJECT: I?C. ~C.j~Nt:,.Jt ;. r:tc,)/. 1St";. LOCATION: ISi~'2 t. LAtI~ix1J~,v ~I.VJ? KRAZAN PROJECT MANAGER: .j. /H. $. CONTRACTOR: // 6mp JURISDICTION: t:, ,'1'1f ~~ f'?DY'1 4~lJ.,ki.G.f PERMIT #: 6 '-;;: J' INSPECTOR: · '1A rf;;n WEATHER: jOlt:.-, TEMP: .s-s 0 J(/('dZ~AJ /f/J,,4 thJ SI7G rl/t.f ~/11"~ /9J ~Lc,ptli{~f~ /('1 C!),.JJ'~/lC:rO~ h~ SI'/fuCJ"'I4l'fAL Sr~L /!,J/t1 W;;t..r:lJ;';~ J,.) ~~,l crib,.) Jf~~ INS/I!e-FIf//l; @ S)l~A ~ CoJ-J.nJe ~70;< ( 5 rl4~) tV k-t# - ~it/i? J..~I/ht "Ie 7i!~#. tUJ'l~J;V/,--. At/. srurJ.f r'I.Acl5Jt? /1;.JttJ w,tt~~4 /,If,,( ~L4;Jf !4.nJt'} ~~~. @ 4,.)(,.J.~ :r~P;J CL J~.f 171/1/ f!1Jl.1' 1'0 /leAI'h.f A;J// W;te:? -h ~1IJt. wJ5.L! pr C;:>l.,U/It?;J.f dN /f'PD/ LJ1t/6l pr ~&&/~.IlI.JtfJ. A~~ /L4t:-~~ d/LJ/IJ h/eL.t?/t,(J t?15,e. r'lA/lJ.{ Aw/t? ~/.:Jc. &/~~ 1P s~~t(Crl4,<'4t. IfL/br-f d {JOt) 2"2' I Equipment/Asset Number(s): To the best of my knowledge, the abO~/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United } 50} Field Heporr.doc Revision l Effective Date: 5/25/05 .... .... . . ~Krazan & Ass 0 cia t e s, I n c . GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION fJInO"""'-'6 IjV . t:"t;.. DSA File/Appl. No. OSHPD No. Permit No. ~ I , 'I J' DATE: 't .. ~ .()~ PROJECT#: I ~ ~ .. CJ.r I .:J '1 PROJECT: ~ {,. ,< (;,/~JV~~ .p 'U~II. . liz-x? LOCATION: l..Jo 2 '€. L./ltI~/i?tf' L;a..J PI., VJJ. KRAZAN PROJECT MANAGER: ;r: I"n. il. CONTRACTOR: ~ I'Yl P 1.0.R.: ?Pm PRES~NT AT SITE: - , C. COPIES TO: I"~ f. m ?j(. LJ /" TEMP: .~c.t7 WEATHER: / - / { ./ C> Q.... ~ STRUCTURAL STEEL M.T. 0 P.T. .2~~ j.,(Vbl- -r 11,.;6-I.~ f~17~ C Li/JJ /11' {JltAfrJ '7"'b C~tum,J b,,,)~~e;,lI';,;tIJ Location: ~t!)O~ ).;tVbl, "f~u/I, tfLJtJ, L),J-'J' //-1.; L.1;";~.f ~ Welder qualification/certification verified for: /h4~K /1 /t /'"? ..f J' ~",J (;;, ~ Position: FLAT ~ HORIZONTAL OVERHEAD ~ Filler Metal: I! 70/2 94 Process: ~ FCAW GMAW SAW 0 Other: ~ Weld Type: @W C.P. P.P. PLUG 0 Other: ~ Weld Size: 3/16" (!;:) 5/16" %" 0 Other: ~ Codes: @ AISC TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE .S~L h"L. t,~ ~ ~,.o ,,,,1' ~ t;, ~ t? Or' To the best of my knowledge, the abo@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 4~~ 4237 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota Avenue Clovis, CA 93672 (209) 348-2200 FII F COPY 550 Parrott St. #7 San Jose, CA 957 72 (408) 277-2200 723 Commerce Circfe Sacramento, CA 95875 (976) 564-2200 ~ ~~KrazaI1 & Associates, Inc. FIELD REPORT NO: 6614 5 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 4-~ -(;:) (p PROJECT #: 8 D U Oce:;- P3C, PROJECT: 1:, c.. tenc.~ 8- retJ. H-NOlr;(,-t( LOCATION: 'Peft'l'\ bU[C4,. ('-All ~~ KRAZAN PROJECT MANAGER: ..J 13 CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: Jew.b :fir. ?~ IH.Be-/~ (0 I It,4B 'P~1li\ .sed" / ~E11J.,,1 1.O t2 , frJI.r OtlV" ~r- TEMP: 5~o Dr'\ &lTe ~ ?10".OE .!:>PBU4L ,~~Pa:;nl'.),o (;)~ r<g-i~F'OUt:n) ~"'c..Nag 'P\~eA+-_ ~e-l~1=on- PIY1f'~T "V\.tJ;)a...,.a.b A.-,. L et.TULe- U1tUf (W41l~): S.8 S , . ~ L t t.J IS , . b +0 ~.::;\ ~ ~ ~.~ ~e.... IV\. t=o rc.;.e.. M.~ -\- I.\--c;. pu... 1> erA-! L..S ct; lSj l~) tot g.. 2..0 otJ tpt\.f-G ..s2.~r o..p.. .s.-h-vc...\.UJlo,...\ Jrn..""Ir\~S._ ?d~.,..g~ ~~ :r. 3 ~., lint.- Mcl lL.\)~7 Ve,..~;c..' bAr-Sa At:lAeJ Cl~t'j in,.jo~ed ""I~ cto~ U-oN :2.tJV\.4o...' Hook..u-~ ....u 4- bAN. pel' ~\Jer~t:i-H;'^, -b# ~e~ b"?CV..s.l-\.~~l. Ct^d rY\.I(. /.ks.()~. r~uCLl'd;l1~ U~!iol~"-' 0+ PilQ,~.J.er-J Apfl'MlL. \' 'id.> ~ ~"J.~~ NU){ c;. -4oSS':it 2 w~ r:\CAt..~ h'1 P""'j" A-II ea~!.I2l!6 ~~hdD...-Y b~ "'ed..;':;.I'..h.~ v i b ~+lD"'-". e.bt\UeJ..e.. WJ~ ~~ .Qot.-... TI:31V\P..; lvW\. p . 0 W\L ~e...-+- 0-9-- J4. c.oW\l\.r~o;;D'''''''''' ~~pl~ ~i. 'R~ ~R \00\"2- ~".... ~~ d~~ I Equipment/Asset Number(s): To the best of my knowledge. the abO:,8/ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Techn;c~n') ,~~W Serving the Western Unitea States ~ Superintendent/Representative: ~ 150} Fi~ld ReporT.doc Revision 1 Effective Date: 5/25105 .. ~. .. r ~Krazan & FIELD REPORT NO: 65808 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: '-1- 7 - tJ 6 PROJECT #: / p, - 0....5/31 PROJECT: ;:!. C. 7&t:.-/1 i! (.,t:1, LOCATION: },\,O' It L~uJfil::1,~~,J IIll/A?, KRAZAN PROJECT MANAGER: cr:J'1?fl. ~; CONTRACTOR: j:; m P JURISDICTION: ~iT pr- ~I"'r d;a)t:.~t~f PERMIT#: ..t'f; 'f-h INSPECTOR: , /pm WEATHER:' ~ /6 TEMP: 6 &) 0 f(~A Z~N /(.6/ prJ s 1~,6 11:/ls t:?#re #.1 ;(Jf6lt1t5f/J5~ IJ~ ~.,,JTJ<~cf()1< ~;< b?'~IA~lUA.#1, -.5/J!,6t A;J/f' t-JISL~/;.J~ ) Nf /~(;,r/~~ /1',,(1124N /~/' /;J~/url1.~ J iJ Ar/4 CvJ1J5, I Equipment/Asset Number(s): IN - r;<.oc.,t,..5S To the best of my knowledge. the above> yyN!> / yy'A5 I.;JOT performed in accordance with the approved plans. specifications. and regulatory requirements. Tech"'c"", ~ Lf ~ Serving the Western United States Superintendent/Representative: /501 Field Report.doc Revision I Effective Date: 5/25/05 The infonnation provided on this report is prepared for the exclusive use of the client. This report may nor be reproduced in any fonnat without the written permission of the client and Krazan & Associates. r---- €;!KrazaIl & Associates, Inc. FIELD REPORT NO: 6614 7 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I~ /If AIL ~E)/) U, PROJECT #: I"" -() SI.3 '1 PROJECT: S:~/~N'-r:- AN() 1'/ii"CHNlLtP6 Y ~ LOCATION: f,7t;NI N-ra ~ Co Gl.IS(fI~ KRAZAN PROJECT MANAGER: 'T9 CONTRACTOR: t/Ji.-.*1 () JURISDICTION: jJ'T ft-~V&,:~> PERMIT#: ~/'&{6 INSPECTOR: f? )~$l,,"'I WEATHER: /!) ~~ r TEMP: tiN SIre n~ >f#b:-n9~ T,vJ,J'&c.r;,# C),c R~NV,l71",e~ ~~A/: Ti!:. JAr te.&rJ.f/U t-/.If"'- t.>ALL ~€e..n~,ys. ~ltl()"/N~-S: 19//~~ !I"'" r..s- f' "IV ~t A~f'L> 7.,~ t. INES'.. R~pVrtJ,eC/~I4--f,EHr ~l!Jwh:1~$ 70 /)~rnIG5 ~I II, 1I,Nf) If/ 4N SS-DI. ~/ I1I,1eA.r .~ p~,,", /.,Id..<-. JU/ JC. C - Q05'".r#:'J,. Plftc.e:.J) IN t.1,e'3' VIA 't!JlJ~ ;O~P-~. ALL . r1JIVC~,fre:. -WAs C,ONS'f)tIJjJ4.-r&~ 8Y ~ E'~#"'N/C;f.t:.. tll~~r;~N'.. A sA~/E. WA-"S "BrI"/Net) ~IJM riRfi &'1/:, (},c -t nvE S:8. uxell~r~ l.tJA-s -r$S'-tU) ~Il n--UC,oALIt~. Slt4ullkKJ. , .. bNL ~r 4"&= HLVe UVfAI"RGSS/IN SA-M"t..t:s CAS, ;I!i/( 5rte~-r#' o~m. REFE.ee.#Cil: CI? /I)()/ y: r~.te .,-;csT PAfA-. I EquipmenVAssel Number(s): To the best of my knowledge, the abo~ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. TeChnICla~.s:: / Z(., ( J Serving the Western United States r{L Superintendent/Representative: /50/ Fi.ld R.port_doc Revision 1 Effective Date: Sn5105 ~Krazan FIELD REPORT NO: 65806 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: '-I - I {} - {} b PROJECT#: / t) b ~ oS- j 3 9 PROJECT: / c, S c i:€ N e-6 -6 -l~e,,1I gt#' LOCATION: 1-502. ;{. J../1u~iP'sL~Jj.t/1fl. KRAZAN PROJECT MANAGER: ::J. m !? (/~m{) JURISDICTION: C i7'~ o? h/'"-J ~?~ t.€S PERMIT #: & I' tt % INSPECTOR: A. -JA~m WEATHER: a/ c, TEMP: G~ 10 CONTRACTOR: #,,{;1 ZAAJ ;f;t/ f)~ 517'6 .////j ;:;4 71'= h~' S//(u~JttJ<,fL .sr;5e,L /1"./4 04 L~/;)& /N5/;!.6J/t!)~ /1S If'~ t?lI~sr~p' .1/'7' Co#r~.4C~A ' Iftf,1ZA.rJ ;<';!.~ I~S/E(.-1'&~ : . 1;V t:-o/'?,// L6~ I EquipmenVAsset Number(s): To the best of my knowledge. the abo@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. TeChNcla"a,l d ~ Serving the Western United States Superintendent/Representative: /50/ Fitld Report.doc Revision 1 Effective Date: 5/25/05 . _ ".. .... .1._ n.....:...._ ___:~_:__ _&.1.._ _1:"'_0 .._~ v........... 11. ^...........i..t.... ~KrazaI1. & Associates, Inc. FIELD REPORT NO: 61080 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: .{- /0 -t'Jc, PROJECT#~l?~9 PROJECT: -- - -~- f_oo- ~1/7e. LOCATION:' . KRAZAN PROJECT MANAGER:~ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: 5;~ -::;.; L /?CZ" ~ ::;-4-;'~~:;'.-a~' ::;/;, :(2 p~~7::;, "=v wd ~6 -J?~ /' 1'2..6 DI)~ /' ~.(' e/'/'P fir! ~ ,,() L) .I'd t ~ ,r ...J.-.. . , J!Jt./'~a ~~/-,6/'tL-h"8'X- I!>J -4 ~ --1./ ; ~ J..J ,,... ~ I"" I'Y77 ./1 It? O~ ',,'7L..:OS U6VS-81- /Yr /Y}A~~'(}e ~ . I C.I ,/ e brJ.6A.. (J /177 ZJ; / . ,~~~b ( ,~OI,,.Q:'j: ~ 1:;~eO,~ ~qe e DDr. /Lt~+ .i:f ~~ r7 4.~ 10"'~ -?f.LJ ~ ~~(3 6~f r1~~4 Equipment/Asset Number(s): WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. To the best of my knowledge. the above Superintendent/Representative: r;G;~C~~ Serving the Western United States /50/ Fi.ld R.port.doc Revision 1 Effective Date: 5125/05 ~ -n... ;ftf............t;~.. ftt"rO".A-.A '"'.. ,h;" _nnrt it ........n~........t fnr th.. .."rlm:ivf" IlCf" nf th... r1il":nl Thi.. n":nnrt mav nOf he reoroduced in any fonnat without the written oennission of the client and Krazan & Associates. ~:ftKrazaIl & Assoc i a tes, In c. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 4'-10-0(.::; PROJECU ~- o~~ PROJECT: ~ ~ ~1/7~ lOCATION: ~<;' 4 L, ~ CJI' , KRAZAN PROJECT MANAGER:' V"J3 NDE REPORT NO.: 264 7 - :....~ -_\ ~.:t~\ . J.. '.; CONTRACTOR: 8-1e~ j~41-6 &~-<r/)'?(J-J2 PERMITND: ~,4 INSPECTOR: ~ ~ J 9b7 ~~ MISC: 7 WEATHER: 6}~..t!~ 6- TEMP: -f)O 6 l}{J STRUCTURAL STEEL ~ ~I SHOP WELDING 0 V.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-96/~ _ Material Alloy t?/.h~ _ Weld Joint C!...J :P Standard no. AWS D 1.1-96 ~ Material Thickness . 87:1 Weld Process ;:::-t:!A~ Calibration Standard IIW type 1 or ~_ Ref. Dwg/detail ns=near side. fs=far side. Tf=too flanoe. Bf=bottom flanoe. Wb=Web. N.S.E.W.=com ass directions. t=too. bottom. T & Bf=too and bottom flanJe DATA DESCRIBED IN AWS 01.1 DISCONTINUITY INFO en o -' w :;: u. o ~ f= z <( :::J o (;, ~ " t1.. k ~ ? ~- I~ ~ ~ ~ b J/ \.11 \:J ~ ~ OTY Nonconformina Welds ~ OTY Examined Welds C? r; , PC. MKJ Grid Una .. 309 A ~.~/ A ~~ --:; 9/.. ..~~:fJA -? .':?~ t' L. ~ 41 .d : ~ .,,-,g .d ~/9 A . ~/o.d- ~/~~ LJ. ~~ (/.~ ~ ~"1 :~ . 9A :-"', -r<<t( Ultrasonic Test (UT) Equipment Make: n<L1.~ SN Transducer:' sizi ~ Y. 'SN Couplant . <' --..,. ~ ~ "'.L- ASTM Test Method: A58? FrequencYr~25 MJ;;Iz' o MATERIAL 10 9 o -' w :;: o z w C!J w -' w a: :::J ~ I- fil w frl u g ~ ~ <( a: 0- ,1f tI 4// V ." v' it'" -/ V V V y ~U.T. OM.T. o P.T. w -' :::J Z -' <( w a: > w ~ () I- :::J () o w en u. z w <( C!J 0 f!: ~ <( w r: () z a: }- ~ w I- en :.:: z 0 0 a: 5 w z e..> w z ~ z w 0 0 I- -' S e..> -' -' a: w e..> it w w > it C!J :::J :;: :;: 0 w C!J a: 0- -' Z Z Z :::J :; ::; u. w 0 ~ <( en 0 0 w a: e..> ~ a: ~ ::; a: a: w z 0 u. u. W :::J l- e..> a: z e..> 0- a: w w Z w w w ::c u. e..> () w u. u. 0 I- ::c z z a: w ~ w z C!J I- ~ ~ w a: 0 :::J Z 0- U. 0 W w en en w ai c..i ci en -' 0 5 5 a: 7/)-1,;!7/ ~ , ( , ~ DESCPT HOURS OUT ST MIL IN OT To the best of my knowledge, the above @I WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 215 West Dakota Avenue, Clovis, Ca 93612 · (559) 348-2200 4231 Foster Ave., 8akersfield, CA 93308 . (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 . (209) 572-2200 545 Parrott St., San Jose, CA 95112 . (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 . (916) 564-2200 226 N. Shennan, 5t . A, Corona, CA 92880 1501 15th Street ,#106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 · (909) 549-1188 . (253) 939.2500 . (360) 598-2126 · (425) 485-5519 · (360) 254-3200 ~;!;KrazaI1 & Assoc i a tes, I nc. NDE REPORT NO.: 2648 GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PERMIT NO: INSPECTOR: MISC: WEATHER: ..;. '~'; ~<;)~\ J.. '0 CON~R~~TOR: ~e?L<) ~. N~ ~ ~ QD7~ _. ,~.}f, DATE: PROJECT #: PROJECT: LOCATION: KRAZAN PROJECT MANAGER: sf - / c? --tJ((:. /O~i~ ~~n - "'Dr-, &~e.. ~~ OV(N!t2LA .(~ o TEMP: :5"5~ ~ STRUCTURAL STEEL ~ AEI=BoI SHOP WELDING 0 V.T. o MATERIAL ID 9lU.T. OM.T. o P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS 0 1.1-96 /~1 - Material Alloy C!./d' Weld Joint /"!.. I ;V ~- - }";;/1~. ) Standard no. AWSD1.1-96~ Material Thickness x Z&I Weld Process _ L. .J'T ,..L Calibration Standard IIW type 1 or Ref. Dwg/detail ns-near side. fs-far side. Tf=:too flanae. Sf-bottom flanoe. Wb-Web. N.S.E.W.=:com ass directions. t=too. bottom. T & Sf=too and bottom flanae DATA DESCRIBED IN AWS 01.1 DISCONTINUITY INFO W ~ (,) a: z }- ~ W I- en :.: z e ci a: 0 w z (,) w z ~ z w e e l- e w -' S (,) -' -' a: en w (,) ~ e z -' > ~ :::> w w 0 -' w :::> -' w Cl Cl a: ;;: ;;: a. w Cl z w -' z z z :::> ::0 ::0 u. ;;: w ..: ~ en w -' a: > w 0 ..: 0 0 a: u. w (,) ~ :E ::0 a: a: 0 w w -' z a: ~ 0 u. u. w a: (,) I- W :::> I- (,) 1:: :::> :::> (,) a: z (,) a. a: w w z Q l- I- e e w w w W I U. (,) (,) w i= a. w en u. u. u. e l- I Z Z a: e z w (,) (,) z w w ~ w Z Cl Ii: ~ ~ w w -' ..: (,) U3 0 ..: Cl e a: e :::> z en en u. PC. MK.I Grid Une w :::> (,) a: a: w ...: ai u ci 0 w w 0 0 w ;;: 0 ..: a: a. I- -' en -' e a: ..~.~-S- A- tb '1/' '/{) /~. ~ (g~1 ~ lqA ~ -I /. i I .. ....~ ?~~~ ~ ~ /I " \J ~ \.l, ..... HOURS DESCPT IN OUT ST OT MIL To the best of my knowledge, the above ~/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. SuperintendenVRepresentative: . Technician: 215 West Dakota Avenue, Clovis, Ca 93612 . (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 · (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 . (209) 572-2200 545 Parrott St., San Jose, CA 95112 . (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 . (916) 564-2200 2 6 N. Sherman, te. A, Corona, CA 92880 1501 15th Stree NW, #106, Auburn, WA 98002 20714 State Route 365 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 · (909) 549-1188 . (253) 939-2500 . (360) 598-2126 . (425) 485-5519 . (360) 254-3200 I & Associates, Inc. FIELD REPORT NO: 66370 6ilKrazan GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: i- - II -0 b PROJECT #: /010 - (;) S I 3 9 PROJECT: ~ C. s c ;'K:.wCe -po rU/-I /Ji~ LOCATION: 15'1/2 e L.Att~/.etl.~ft;J (JLV~, KRAZAN PROJECT MANAGER: .:r /'Y1, /? CONTRACTOR: i/ ~ /?? t:J JURISDICTION: t:../1"tj /;Jr hr' AA1?4'teJ PERMIT #: t, / b 'f'? INSPECTOR: /9, Id/~/1? WEATHER: 61 C TEMP: t. ~ e> J(,rfAZA.J ;(~/ tPJoJ S'//z //-//:S #4/2 4'.5 /f~tPt(6'Jal!P /?y C~~IMt//iJA h.tf SJ/(UC/U/AL .57/E~c. /)J.f~&/;;;~. ;f~/ J~Jh~r~.e:1I/1~ e~tc //v~ ~r S~'€'L h/C. AA'~# 13tl'wJE.L,J q,:2 'i> / O,J / N. 2. -b L" Snit!. /l//'d/l;(t5# rb 1ST WILL 1#17'/7' No ct'?'P'L/c;/!Jlb~s ArJ.I)? /L/fC~r.:? h~ /L.,4~" I Equipment/Asset Number(s): To the best of my knowledge. the aboV&WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Technician: 4- ff~ . Superintendent/Representative: Serving the Western United States 1501 Fi<id Report.doc Revision 1 Effective Date: 5/25/05 ~ T'h.. ;nf............,;...... .."""..;~......... .l.:,. .............:" _....___.. ~_.. .1..... ..._...1..~:.." .""_ _&.1.._ _1:__. "T'L.:_ .___.... __.. __0 L. _____ ......... ~_ . ... r. ...... '.' .' ... .. ~~KrazaI1 & Associates, Inc. FIELD REPORT NO: 66371 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: Ift.~ CONTRACTOR: ~~ JURISDICTION: c:.-J7t( ,/ /;..,,..r 4~6-.&LLS'" PERMIT #: (. ~ f' INSPECTOR: . -. 7/f rO~ '" WEATHER: C- TEMP: S-t f(~#ZA"') /1&/ tjJ.,J S/7".e ,45 ,,(e&vd'sr~.t:? .try C.:;1J-J7/(/1C,/P,< h~ sr,;(tlt lu;f"?/. ~;1'LGL jJJ5/~~f/o,J; K~4 Z4~ ~e/ /;Js~c;/.6'~ Sf'~ 6L I~/f EC,7/;';J r~PI'h )0.5"- /2,1/ J'. 2 -L. ';;~j{GT>P..J wJ?( C$Jr?f/c,el'Lc:J r?~,< '/L /!.;.J, . I Equipment/Asset Number(s): To the best of my knowledge, the abo~ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technld,",~ ,J'!: ~ Serving the Western United States /501 Field Report.doc Revision 1 Effective Dale: 5/25105 Thf"; information nmvirled on this reoort is Dreoared for the exclusive use of the client. This report may not be reproduced in any format without the wrinen permission of the client and K.razan & Associates. 8Krazan FIELD REPORT NO: 66149 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I ~ f.\PL ?-nO V PROJECT#: IIJ~ -t'T/S1 PROJECT: St:/4NCL AN~ ?i:eIINJI.~6Y 8'L,O$ LOCATION: 1'1' ."NtG~.tG$ I',rN~NI'ILt'" u.z.t, KRAZAN PROJECT MANAGER: fB CONTRACTOR: tlh;"A& JURISDICTION: PI ,4~~,t-V:F PERMIT #: 6J~ ~" INSPECTOR: j7E## .!EELY WEATHER: 4'&/l-Sr TEMP: h S ,9# ,FIg H~ J"'44;9~ ~/JP.t-CTl~.IV ,tJ,& EP~X.Y3NSfiU.LlFJ> ~/J/"''''''~ 6'AsE '''~f':? Ar' ~~t:,1'~ H;9~,-. ~ I' X /1" AU T'H.e'fl1t:) 16/,13 filS~u,&/) Ar P/~ASTCR ~AI GIi'/I)l.IHeS: J: S/ ".. 2 -1-1;.7 A,'4"X., h 7 + H. S; .7,..7. 41..rs ~rlflt.41J t.t,Td tAJ,(. rNe.~AI 1.1 1M 'r ';$ tNV I 'A./~ (f)6. flit ~NVUs"'''h''V 4e,...w~ J.,oA~~4::.- (t/If~ r~) ANY k'~ E~_ 114~ t.JIt~ '/U~IJ /". AND fN$"~~ fAFIAlt: H~l.r-I ~Y "rt7 IHH~ . liOtJ~Y. Au.. ~&IC$ P.lt/l:'<.A'~ 7" ~A&"A ~.v#OJ AwJ 6f.4wN' ~ tUlr# C4,M.(~'*U'JI€LJ A/A'. ~Nc.f~~ IN Q;f~ ~''''17''11~.. , PAl 'I"~d'<~ '&At/u.c.- ~~ArN~~. $.x l'''A~''",v e::ur~ ~ #J'lI~~ .s-/:J.~. E;IJ()J(Y Kur ,Ir ~""IM. -mPt~ tA.N'"G. t.U~. e. ~ -$ CD "p.!I'::(' toN,: 0 AJ c_y 1 go" -r- l N 5"iI4t.L (.1) ~ ~ _ f, ()(,. r~ w,(A_, 8~ LVfr",.tLl[1~ 147=11.::/<- .Z"I'( S'iA/le. ~~IJ.~c.:r AU6NWlE'N'r;- l'I (.I (J RJ L. ) '1(; f)A A 1f\J I tV ~ pU4 reS IN PI.Jlc..€-. rD . I Equipment/Asset Number(s): To the best of my knowledge. the abov@WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements, Serving the Western United States Toc""",,oL s: ~ f! ( ~ Superintendent/Representative: /50/ Field Report.doc Revision I Effective Date: 5125/05 -n... ;..f..........t:...... ...........;........ ...." .)..:.. ............... ;.. ........."........'1 f...... th... ........I"C!;..... ,,~.. ('Of th... ...Ii...n. Thill ~nnrt rnllv nnf n,. rPnnvinrl"'rl in lInv fn""::lIt without thp. writt~n 1'lt':rmissinn of the client and Krazan & Associates. ~KrazaIl & Associates, Inc. FIELD REPORT NO: 66151 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: VE i-'JAO JURISDICTION: ;>r "IV~~d.7 PERMIT#: 6/~ ~8 INSPECTOR: I.' f,rE t, Y WEATHER: t:) &-11 s.,- DATE: 13 /ItJ~/(_ ;t~/)I PROJECT #: to, -()f"IJ , PROJECT: Jc II!"NCIt' IIA/' -r~t:HNII4lJ'Y 8tLJ LOCATION: P€No.IS/At.,f Ult..tL~1Z KRAZAN PROJECT MANAGER: 5B TEMP: 5i; .. rJl'I f~rl! nA fNS "'~'/)H ~.& (f.). ~ x I' JJU... 7~A~""{) J1'dl,..-!' ~r ~, .,.. z. '7. (~Nrlt.~ TtJ~ #S'6..t>f..J> 5,/J4~#lL iJ, , n .PJt,u.- /lit 7" /!'""'~<<Q o....r ro , Y ~/tlfs~~ ?;e IUcK'NiI. b F,r,tJl!NelC M ~ /. 1'19 /:2 ;91'~ ~~ , - , fI~U; A'~H;(/J A-./"L) /TU,WIV C,lIJAH, CI!JRc.<eGrr /K QAt JI C6;v/J/ n~N" /-IILf/ HY/~O ,n/ix e(S~b. EK~.t~"'tJP: $/:1"1'. A''<~/''/N'~ 4~t..rJ 7a e,c IA/~r"'lA{~ ~NcN JP~~Trs liRE IN "ot.Ad". .!Iou$' A/...t!.4#OY /J/tlU.c,.a AN" /J~IJ~d'E iJ FlUvI1 WG,:IrH4"€ I Equipment/Asset Number(s): To the best of my knowledge. the above@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: T.chnlc",n~ _ ) J, Serving the Western United States 1501 Fi<ld R<port.doc Revision I Effective Date: 5(25/05 rth .,....,~ :_~__A~:__ __..:~...1 ~.. .":.. _~.......;.. ..........._~ f"'.. t...... .........lnC';"... "",.. ",f th.. ...I;..nl Thil: r,.nnrt m:w nnt ~ rl"'.nl"l"llillr't".c1 in anv format without the written oennission of the client and Krazan & Associates. & Associates, Inc. FIELD REPORT NO: 66669. ~Krazan GEOTECHNICAL ENGINEERING . .ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: L} - .2 g - 0 t, PROJECT #: I t? b - &S"i :11 PROJECT: j/.c. SC.;,6JC6 -6 7hC/-I (Jid LOCATION: JJoZ ~( 1.4u~/#s.&nJ i!t.V.;P, KRAZAN PROJECT MANAGER: J /h g CONTRACTOR: !/ fim t:J JURISDICTION: C, 7-'1' V'r //; 4.n/d-fL6f PERMIT #: t ~ Lj % INSPECTOR: .. /4/2J /h WEATHER: ~ / L TEMP: ~ 0 .:> f(Jf4?4~ "<~r? ~;oz/.sla /Mj bl#M.4)' Ifct!?vL)/,e~ f'f CtJ.w'r//l t.1"b)l( hy( SO/"L b?Lf'"J~ /?-l./ /"~sT: ///0~~m.6d afr . /I r 51)/,(1'11- E,11 r Co ~/~ <.. ~/.c I.(CJ-/~,7Lt)& ';'L.;';V u/tj u/ 5L4tf /llfltA. ~~r.e~ -;0 COfr7'-p/1c7i;;J ~iE/6J~r #/2.Clb I EquipmenVAsset Number(s): To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: /L..J zI' ~ Serving the Western United States 150J Field R('poruloc: Revision J t:ff.....t;".. 1"\..,... "n<:'fl" ~::aKrazaI1. & Assoc i ates, I nc. COMPACTION REPORT NO.: 12616 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: )... f ffjJA/~ ;2tJ(} " PROJECT #: /1)' - ~f7 .J '1 PROJECT: fC/~NU -rl-Af() ~c,IINOl"J6Y LOCATION: f'IiN IAlrw.A C(JullLG E KRAZAN PROJECT MANAGER: -5'13 CONTRACTOR: PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: Vf fAA () 6/' Yf /1. 7/.'1 /b /0 , pr HN$#LE> Ct-~M TEMP: ~ - (J tfJ D WASHINGTON DENSOMETER D SANDCONE 'M NUCLEAR TEST D OTHER r~t,& tC r -- LOCATION MAP N t D Paved Areas (circle one): Sub / Agg / Asphalt ~~... + D Building Pad (s) i1"D )P.",t Qg Other StAl$ 5'lAtf~~J>C D Trenches (circle one): Sewer I Water I Storm Drain I Utly I.,./~.//,. .oW Max Dry Opt .. t ~ Curve Unified Soils Classification (f) . S .t ~ Density Moisture ......' .,.. . PC( 2.,D7 / u.~lJ.t.r 5' r/&tA.I.'nt,Ut. nd / J:1.0 11.0 @ c#t1't' lII~1L jO/ r- @ I C'I .' .. ; " .. f/"ry ,""NI) w/GIt.lfVLl . , - I~~'Rt I ,. Test Elevation Location(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction /. JtA8 ~ ~Jt:. ~lrl' ~().> ti', /14'. , V.~ 9a 15- ~. fU8'D. J~t.J, ti ;7,0 fr- I. f 1/ ~/. 2- 6.2- 9:l. tf. ..!- ..L -'- I~.' ,.7 99 - ... - ~ - Map Location: Curve Test Met~:.. , J'> 7 This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate o Attached Daily Avg. Std J. 'f ;..r locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork Daily Avg. Std ~ ,-.s- or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture J Cf 1 '19 approved project plans and specifications. Gauge# To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Su~.';nt.nd.nt/R.p'...ntativ., T.<hn;d"n'. .:3::i /'~ 215 West Dakota Ave., Clovis, CA 93612 (559) 348-2200 4221 8rickell St., Ontario, CA 761 . (909) 974-4400 2205 Coy Ave., Bakersfield, CA 93307 (661) 837-9200 150/-15" 51. NW Suite 106, Auburn~ WA 98002 (253) 939-2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572-2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (360) 598-2126 545 Parroll St., San Jose, CA 95112 (408) 271-2200 19501-144" Ave. NE #F-300, Woodinville, WA 98072 (425) 485-5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (916) 564-2200 Revision 0 ~KrazaIl & Associates, Inc. FIELD REPORT NO: 66668 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: t; - 2 ? - (/ ? PROJECT #: / 06 - 0.5-/31 PROJECT: ,FL. SL..-I/!,..)C,;[, -6 12'c/./ .;ft./ LOCATION:' /s:, 'Z. L L//t.(~id5~ /f'ty KRAZAN PROJECT MANAGER: ~ /Yl. . CONTRACTOR: V L~ tI JURISDICTION: C,r'1 #/- /r: /!n,J/:"et/l f' PERMIT #: &~ INSPECTOR: . A1 ~;4'? WEATHER: G TEMP: 6 CJ &/ J(/,42A~ /~~ /;Jf~~T8d~ . ~ Vi) /f1/s~6c 77='~ ~L.4C;[ P7.c~T dJ~ -U'x 1/ I~NCII~~ /t9L/'..f /~ f':t~4JJ~"j/ JJL/'zt6~ (J,/y IloLE,) /,.(.51;';(,. {HiLT;" /I/r" AMC'//p/( ~/ox y /17 g~/lCtt' //.4/?'1L If/1J,tJ C9M J. ~C;rL1~~ /1//'- L, f JfoPL.TS ~~~r1c';/!J,4/ G-,7/7,:3,' 7' /hC,T'..f /9 r 1-// ?/ZJ; 'I X J, 2./7/ ]xs:?/L? /flY'/? .3 X s: g / f-l, 7 ({) h/f1~~ .t;(/9c.~ ?~/lA1~ w~t#.f ~N 15f L.k'vet. /fr S-: ~/.IJ -I- 7.1//-/3 At-50 t4;?/~~ /Jd;?c-If' .r/t';?frJ~ (;tlSf~r/c4-a Tb /~.>J THtfe- C<:1(..t-(rh-J /N/Lltlo)'f. ~ ~x/:~"eJ~;< ,4./' J:8'(IJ -l 7/J//I1'. Wbt.#..r ~L..Ic64 /J'1 C",e,..f) /dL1Lf~.n/ vlrll -U: c 7/ r -r? tJ//e5 . /iLL h/;!L':;{ /C:,4C~~ /;5'~ /L.4;-J 4fl/c? C.?/6. ~/E. rc/( '/t:/ J/~UCrU/4L ".f~ /t.?t</ #' OtJo2.S? I EquipmenVAsset Number(s): To the best of my knowledge, the abOv@/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 'GChn;c;an'4 ;tf ~ Serving the Western United States I "\n I Fil'M RplInrr nnr Revision I ~I<razan & Associates , GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 000238 In c. DSA FilefAppl. No. OSHPD No. Permit No. 1I~C:;! .Ift~ ;:tLt/# CONTRACTOR: I.O.R.: PRESENT AT SITE: COPIES TO: WEATHER: TEMP: o ~. STRUCTURAL STEEL 1ia@:J SHOP WELDING !&1' V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: ,In /J/I1~>v'r C.9N,vI!:..V7/;';,..I G J')~ WIt! t--Q'.5' ,4 r J; Z -6/f /1- 2. /.1-6 ].2 lJ;('4c.lJ' .r'<A~tE. ..p. Conh-J.ccTbV< /'L4~ W~t.#5 ,.4/ S; 9/J::?-b /, ] /I-I,:{ Location: If.6Co/~.s ,/ . r /(;(4 Z4~ M Welder qualification/certification verified for: ~.0 Irt6' With' f] Position: FLAT VERTICAL HOR/ZONT AL OVERHEAD ~ Filler Metal: 71 T-?,. . )L$ Process: SMAW ~ GMAW SAW 0 Other: &l Weld Type: 0.:.::T C.S> P.P. PLUG 0 Other: 0 Weld Size: 3/16" %11 5/16" 3/8" 0 Other: ~ Codes: ~ ~ TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE s,c'~ h'etid /Ji'/e?/r # ~& G~ &> To the best of my knowledge, the aboV@WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superi nte ndent/Re presentative: Technician: ~,tf~ 4237 Foster Ave. Bakersfield, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota A venue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 95772 723 Commerce Circle Sacramento, CA 95875 "n;"\1'"' \ ,.....,., ..,..,,,,,.., /..,,.....,\ nrA of ..,..,n "..,,,n\ .., An "''''I'''lJ''''l "'Ann\ ..,-,.., ...,...,,,,, .' €;!KrazaIl & As sac i ate s I In c. FI ELD REPORT NO: 6 647 5 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ~7 ~/AIL ;"~IJ' PROJECT #: I ~ 6 " I) ~/.7' PROJECT: J'CIJiIYCI-:: A#f) 'T7;CH~'U.1)6 r '~D LOCATION: P~/II/~flA/'''' ~"""Lt;tE KRAZAN PROJECT MANAGER: :TO CONTRACTOR: /liE VVJ 0 JURISDICTION: fir #/IIIiElLS PERMIT #: (, I , ~8 INSPECTOR: /? I'E& L Y WEATHER: 0 C #I#r TEMP: S"'"IJ -.rr tW $'"/ /L /01( SI'$CIIf~ :r;vSI'IEC"r?~N ~~ ~'?NcR,t-r~- /J~/lC/CU4ENr Ar rife 7&CHNtJ t..d (; Y RGi/UJIN~ RtJdlj S tA.8 t:W I).A~k, / ri'J ~ .b.s- -I-".:r 1f~/N~If~#WfNr fNf/JGc:?lSb :2.t A"~ff-! FR ~'~7~/ ~N,&,J,(nf~t:. lor YJ4IiAs' 17,' /iHga-S ~I!)H~~rc ;r1/1( c- ~tJ5-.rt+:l ~LfiaJ) BY /'~6f1jJ A#6 !/1"LA-TiE..l)., t:~/</tt;2~rE wlf.s q.rr~/) ,l:dR 'P;IHI'E~A"'-c-(~ .5llAtl-fP. ~N~ S~r ~~H~;e C~MI'_lf'rJ"ltSl1/ FAM"~5 ~$r: KLi'r.c.Rr#cE ~~t:/R6TC RG/JIAI /,p~87 /i;te nsr lJltrll. IJt~ 5;clf,A. WAl.1.. S6t:..'T7tr# ~N ~/NIC CJ. E -rt:> Gr rCAcd"p. RLIN/C7Z.C,<[~~,..,T , ?I!d. ~/srol. , I EquipmenVAsset Number(s): To the best of my knowledge, the abov~ / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: TeChniCian;' 7 (~ ~ (^-' Serving the Western United Sta;es ) /501 Fic:/d Report.doc Revision I Effective Date: 5/25105 The infmmatiol1 oroviLlcd 011 this report is orepared for the exclusive lIse of the dient. This report may not be reproduced in any fonnat without the written permission of the client and Krazan & Associates. - . @3I<razan & Associates, Inc. CYLINDER REPORT NO.: 10287 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: :;( 7 4j)~/L. ,2 ~()~ PROJECT #: I ~ 6 - t5;fl.J'9 PROJECT: 5~IIO';t:E AA/() re6ll,AlIJU)tSp LOCATION: ?LKINft((..A CtJt.-a~~ KRAZAN PROJECT MANAGER: ..:r8 lJt5t44 0 6/ ~ <fK I? fE~Z.Y JURISDICTION: /? ~ H;1/~eU'f WEATHER: t!/ c /'J-.rr- CONTRACTOR: PERMIT NO.: INSPECTOR: Field Data Concrete I Supplier I M~u:S TEMP: j?J -.>~ Other I I Plant No. I Reported Batch Data I 1 -II I Cement Type Site Mix D Design I !Actual ~ Mix No. I @ 28 days Date Specimens Rec'd. ~y J9/L Camp. Tested Break ICJtr. si oset# DOe Laboratory Test Method ASTM C39 I X I II 10DD ASTMC109 D II 101 II I ASTMC617 D II 101 ID ASTMC1231 [kJ II 10DD ASTMC1019 D 'I 10DD Otherj I ] I 4. Shear 1/ I 5. Columnar (Split) ITD I Time Tru'ck # Ticket # % Air Mix Air Slump Temp. Temp. (in) (F) (F) II ~.S 1[m~1 Unit Wt. (pet) I r:IO IIAfj' 1I/!.29~ II NA1 Placement Area Location ~~IIN~~~ 't.cllIJ/I(l, I?oD~ Sl"'S o~ b~t:K" / h~ y) p.$"' -/0 :r: RGJrL' ~ to .zA/~/>. ..t6 AI't.. . F"R ~~ $t 7~ C(;",v~Jt.H1S . Remarks f'tAC.~().6'Y "'~It.f~ 1/i.i!.t!.4 nr b j 11-14-\1' lfi j) II-r W/~ ~ O. If I ~3 YO$ u~ 1M" ~PS Please refer to Field Report No. t~ Y7r Inspector Ie..- .c 7 Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. I l~lLJlb)((211 I EB[~J+~1 [ 10UJDt:tJ1 110001 II 110001 II Remarksj Design Strength I triP/) ~ Max Load Area C.F. 101 101 101 101 101 IDI I Codes for Break Types: 1 . Cone I X I 2. Cone & Split I ^ 1 Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [Z] Results Reviewed By Water Added on Job ~ (gals.) ~ Field Test Methods ASTMC143 ~ ASTMC13SD ASTM C1064 ~ ASTM C173 D [ ASTM C31 ~ Other D Test Results D Conforming D Non-Conforming ~KrazaIl & Associates, Inc. FIELD REPORT NO: 66667 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Y - 2. 7 - t? 6 PROJECT #: / t} t - 0,)/39' PROJECT: ;fL. S' C/~rJ Gti ~ ~ C,/-I &JI LOCATION: 1...5-.;:;2 ~ L,4U,{/&S/.!/lJf!L(/Jfl. KRAZAN PROJECT MANAGER: f /h. g. V~/l?tJ JURISDICTION: C-/I'1 tl/ h 4'd6-~L'/J PERMIT#: b / 6 t;~ INSPECTOR: "%; 7 /IT'v,,., WEATHER: KL C TEMP: (;, 0 c..1 CONTRACTOR: j(//JZ/!AJ /f~/ 0,;J 5//6 7#IJ ~4/L /15 /tft:.JuiE.sl/tc 11'1 Co~U/!~1tt?,< h~ ~7/f'tlC-IL1,;(#L S7'~6L ~ W6Lp1/~? J NJ ~! c-/,;;,;J . J11f~24rJ /(~/: /AJJ/~~f~p7 ~ . wlft~J /c4cL~ ~,,< /L,4N.~ /TW~ ~~e.. ..5~f- .s/lf!uCr~U~4L /tlth.ro7' ~ tJoo 2 :J? I Equipment/Asset Number(s): To the best of my knowledge. the abOv@; WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Techolcbo 4 j/' ~ Serving the Western United States ~.."j";nn I ~I<razan & Associates , GEOTECHNICAl ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 000237 In c. DSA File/Appl. No. OSHPD No. Glh f{- ~ Permit No. DATE: PROJECT #: PROJECT: LOCA TION: CONTRACTOR: 1.0.R.: PRESENT AT SITE: COPIES TO: WEATHER: TEMP: .~ STRUCTURAL STEEL ~/ SHOP WELDING ~ V.T. 0 MATERIAL 10 0 U.T. 0 M.T. 0 P.T. Itemls) inspected: C.':;; ~ wttt~..5 Ar J72/3,2 JLf.,J' If /3,2 -6'-/ C~I'1C;{' /~/?rnl:i W6t#.f /9 r /,.1 J C/7, /-/, ? -6 ~ ? , Location: ~ Welder qualification/certification verified for: IfJicor#.f h,) /ILlf tJ ;'r /I 1-1' rfd2/f'.;J I .~ Position: FLAT VERTICAL HORIZONTAL OVERHEAD )Q Filler Metal: E7/1--jP (t~ ~ Process: SMAW GMAW SAW 0 Other: :gJ Weld Type: ~LLET P.P. PLUG 0 Other: ~ 0 Weld Size: 3/16" %" 5/16" 3/8" 0 Other: !Xl Codes: ~WS AIS0 TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE J',e~ r/~t# Kc/v;(1' -14 &t:, 0& '7 To the best of my knowledge, the abov~ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 4:F:~ 4237 Foster Ave. Bakersfield, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota A venue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 957 72 723 Commerce Circle Sacramento, CA 95875 /'OI"lC\ C":J-:J ??"" /"?C-='l orA 1 ":J":JI"l 1'?1'l0 \ 'l ,H1- ? ?I'll'l I'AI'lQ\ ?7L??1'l1'l 1'01C\ CCA ??I'll'l ~5KrazaIl & Associates, Inc. FIELD REPORT NO: 664 7 4 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: ~ /M,() JURISDICTION: P, jIf'V~,=: L/Cr PERMIT #: ,~ i ~ I?. INSPECTOR: . ~ )" ~~ WEATHER: t:) C;4ry'- DATE: J..~ I4p~/L ;J.t)b~ PROJECT #: I~" -arl;' , PROJECT: ~CI~ftlt:.6:.. ANn 7%.C.IfNJLtJ&Y 't"D LOCATION: -rr ~AI'L.ttr,J. KRAZAN PROJECT MANAGER: TO TEMP: JO f "tV SI,L ~.(. ffJICCtl9't.. LAlS~,€.t:.r;OM d~ i'~/NkJ/2~E t-'-1kA;// J7JR ,RtM~ t.lfl/l~ L; r6.c.!lNOl.-O ~ y 8t-lILO/Alt:, /,10 'I, /),r rt; .r; w. c..J, r: IN ,P~~c...e "'-HI2.t:)IA~#~t.(r; rXC44,t)hvt; "L"u.,~$l) S", t,AP. (S~iY ,,,..es ~t)N:r;NU(1""S */ ;:::'$"~th1~?i€R t:D#N'.ttt:..7~lJ ,.;.urJl WI.cC.N,tJN/<:J1I' .~P"/,,Jts") toe/f N/Jrli!' 9) s .203. ~Y. /8otJ hb"Ke() 4",~.r IN ;PtA&.e "7' a" D~C.. ~l4l1r~INt;; #',1 ~N~NIU'US , ~ ~ r .P~cK ELJ~~. a/J.ENh'tlt:S /A/ ./JA'~ ~.t'/N/iI~t:-~.u /,.e,e :2~ /"Y/.l... ~,.vhe.AC-~~ I /N r M('J!fJ' t>/ e.t~;'IN'N& .l)~" If/I r~ 0 ..,.., O~ e..K. I Equipment/Asset Number(s): To the best of my knowledge. the abOVe/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. reChn!L (L>--( Serving the Western United States ) Superinfendenf/Represenfafive: /501 Fidd Rl'/JOrt.doc Revision I Effective Dale: 5/25105 111/'- infnrm:\linn nmvidl"r1 nn .hi" rt"nnrt i!oi nrenared fnr the exclusive lIse of the dient. This report may not be reproduced in any format without the written pemlis!oiion of the clien( and Krazan & Associates. ., ~ ~Krazan & Associates, Inc. FIELD REPORT NO: 66392 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Cf- 2. & -ot PROJECT #: I tP 6 - (;-> I :J Cf PROJECT: ;:C. .J'Cr/6~c;h -6 r~Cil &.eJ LOCATION: J~ '2 ;.{ l4'11;bJSL/J jJit/# KRAZAN PROJECT MANAGER: . /17. [] PERMIT #: INSPECTOR: WEATHER: I / ~ A/1 .4 CONTRACTOR: V r-/ 1'1 V JURISDICTION: CI7'i P'/~ ~r/' 4~c 6LIf.f t!f CJ~fr1 ~ _ TEMP: S'C/' H',;(/12/f,;} h/ O;..J.5//".6' r#/j /./',4!1:E ,;95 ;f~&Jtt6.fr~# ill:' ~.:?;..}/~AC-/tJ~ l~dJ/f. S /' ~UG/V//!l K rbt5t .4.nJ;;:? 0,cL#'I..Jt. ) rJJ~I!c.-1ItJ~, /f~42/1.;J /tf/ l.Jsa:c7/;,# ; - , mV/J?,e,J; wi! Ltfl.5 ;G?~ j/C~L? /~~ /t-.;/ rJ //...J,.,:;? Cy;tP~. ~~;C~~ 10 S:l~tlc;rtl^J4L ;(f/fP/t ~ 000 2 3~ I EquipmenVAsset Number(s): To the best of my knowledge. the abOV@WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Techn;dan: Onfr ;tt: ~ Serving the Western United States Superintendent/Representative: 1501 Field Report.doc Revision J J:;ff.."t;".. f).,t... c;,.,c;/nc; ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION f)Oq?;i(~ DSA File/Appl. No. DSHPD No. t/t7Pcf/ Permit No. DATE: L; , 2 t - 0 t PROJECT#: I?' t - tJ..5IJ 9 PROJECT: /! G I J'c. /lfrJ t~ b U &11. III t? lOCATION: / Jt;"2. It J. 4/1 J(/ ~S IE~ tJ l tiP? KRAZAN PROJECT MANAGER: J' J/}? 8. TEMP: (- So CONTRACTOR: 1.0.R.: PRESENT AT SITE: COPIES TO: WEA THER: ~ STRUCTURAL STEEL li{@7/ SHOP WELDING ('S(' V.T. D MATERIAL ID D U.T. D M.T. D P.T.. / / Item(slinspected: C. cr./. vI! l,ljJS 2.)# .Lt5V;i~ /9/ J:2-b!-f/S"(:J /l'</1Cf r-;(/!ft?& wGLrtl~ /9 7 S; f( /1-1, 7, r: 3 -6 Z, 7 jff L5//6t- . , Location: [8J" Welder qualification/certification verified for: c/;J ;f~cP!fbJ WJ?-/,I 1(;(424.;J ~ --- ,g- Filler Metal: /3 71 r: R' -%~!/ Position: HORIZONT AL OVERHEAD fl) Process: GMAW SAW D Other: l8f Weld Type: LfILLET c.D P.P. PLUG D Other: D Weld Size: 3/16" Y4 " 5/16" 3/8" D Other: "M Codes: (fWs A1S9 TITLE 21 TITLE 24 usc ASME 0 NOTES 0 DISCREPANCIES 0 % COMPLETE S~~ r//3t~ lfe,P'tJr-r H t.t :Jr2 To the best of my knowledge. the abov@ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superi ntendent/Repres entative: Technician: 4tf~ 4237 Foster Ave. Bakersfield, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota Avenue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 95772 723 Commerce Circle Sacramento, CA 95875 /one\ t':"3~ ??"" /?c':)\ orA 'f ~~" /?nn\ ':1AO ??11,", I'AI'\O\ ")71 ??nl'l /n"r\ rr'A "')"r'I ~"~~KrazaIl & Associates, Inc. FIELD REPORT NO: 6 6 4 71 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: l) L J1,A() ,,'- /6 $I ~ ~/(' YR ./: 5"';c~t...-r" Cb,c4-~ PT R/I/~;t'GlCS DATE: ;?" /l,tl.l2lL c;lt)~~ PROJECT#: 1~~-t9r/J1 PROJECT: .04"N~ /!HtJ %&h'dV/d;-/ LOCATION: rLAlH./,5U4- C/.lu&tf&' KRAZAN PROJECT MANAGER: l':FV TEMP: &'5- tP# _('/rz ~A UN~TZ ,tJU9~/AA.6A/r~"I= L"AV.€L:2 SUI? d/tl ,btCc~ #-r 7)-~ Cll-A/t'/LL)~ Y 6'LM. / h V D. $'.,Ie).::r: T/</- ~/ldCC.JS" , , Rh:w;b~c~U1;#/ Jr~)t;4S N,,'?Z.t) ,.:}y ,tJ~/lIL ,ct? 61 >'~ 1. t/6~///e:i) , . 70 8~ Cdwtp~n AA/p :ZNr~N,.::(J.eM"^,t:.,C tt),,/I sr~cTII\A.~ IJI?A'WIA/J5 A'NfJ Nr;:.r&3. It) 7 HtJ,eps ".4 AN~,&i$5 1M/x.. JG-V&s-.>tF:2.... wA--S' PtA~" BY ?~;t.1~ aN5"trl,/I;>Ar,60 ,8)-' t/i8/2J4-rA~_ c;,;v~L:rA: '1i;;r'/A:D ~,e ~#'P~IZA-7U-tZE H,Il(~ c$UtI'.IrlJ'. ~N~ S&r d,c- f7n....t2 Cc/.4A;/J,e,f::J>tC)x.1 SAU-c,oCA:> C-*?:'" Rr k,erl'/d CR ~~.:lK </ h~ r,€ s--r I!Jl"rr/Y_ I Equipment/Asset Number(s): To the best of my knowledge, the abOV@; WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements, Superintendent/Representative: Technician: ? /~ I c~ 1 Serving the Western United States J 50} FieltJ Rt'/JOr1.doc Revision I Effective Dale: 5125/05 The infurmatinn provided un this report is prepared for the exclusive use of Ihe client. This report may not be reproduced in any format without Ihe written pemlission of the chen I and Kral.an & Associalcs. ~Krazan & Associates, Inc. CYLINDER REPORT NO.: 10284 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J r fi/IfJ~ fl't?~ PROJECT #: /~" -0.1'/ J? PROJ ECT: .fu,( 111&$ .,A/J) nt:;.;/NI L~~" II t-.~ LOCATION: ?~/lI/"'$14.1-"t U/"{,IC~C KRAZAN PROJECT MANAGER: J7J CONTRACTOR: PERMIT NO.: INSPECTOR: JURISDICTION: WEATHER: IkPfA~ ~I t-'1J ~ >~~t,V PI J9.A1~;; tIE S CL~A,e TEMP: C.S--o Field Data Concrete I Supplier I A~{tl.~.5 I Site Mix D Reported Cement Type I Design I Mix No. Batch Data Other I I Plant No. 1 Time Truck # Ticket # %Air Mix Air Slump Temp. Temp. (in) (F) (F) II ~. 7.s- l[ill[ml Unit Wt. (pcf) /-1/ I IActual~ II: YS IIAip 11//;2 Y.> II N/.4 Placement Area Location 1'"!~tJNOL"'Y It!) 1.~v',t;(,..:2.1 I hJ ell /).r:-n J f!SrtftL CtJ~~d,e-,.$JrR'&Y~f, , Y 14-1'1.. O~. SA-lllA..p (,/=-I)'" Ar H, 7 t :2. S- Remarks Please refer to Field Report No. Water Added on Job (gals.) Field Test Methods ASTMC143~ ASTMC13SD ASTM C1064 5(J ASTM C173 D I ASTM C31 [X] Other D Inspector Ill-) ~ Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. ~LZJll1xl2..11 ~fEl [!!J I I D-I 100DI II 'OODI II Remarksl Design Strength I '1()~ t) Max Load I II I @ 28 days Date Specimens Rec'd. l4; AIL. Camp. Tested Break L b I~Oset# ~~ a oratory ~ L--.JL--.J Test Method I 101 Iii ASTMC39 ~ . L-J ASTM C109 D 101 ID ASTMC617 D 10DD ASTMC1231 ~ 10DD ASTMC1019 0 10DD Other I I I I 4. Shear IZJ Area C.F. 101 101 101 101 101 101 Test Results D Conforming D Non-Conforming I Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [ZJ Results Reviewed By 5. Columnar (Split) []] €;!KrazaIl & Associates, Inc. FIELD REPORT NO: 66390 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . - / DATE: 't - 2. ~ -0 V? PROJECT#: I"," t ~ 0,(-/ ~ 9 PROJ ECT: /! C oS G /l! .n/c'6 --b r~ c /1 t?t~ LOCATION: /...502 ? ,,~w ,.e/LP6iC rJ ,tJL-vtfJ; KRAZAN PROJECT MANAGER: .;}, ffJ. tf. CONTRACTOR: "1-/6 m 0 JURISDICTION: C:J-rl..t ~~ //7 J:!JJ?.tlCJ PERMIT #: t ~ 'f ~ INSPECTOR: . /1~rn WEATHER: ~~It ~ ~ TEMP: t;,S<:> If//? z/lrJ ;(;[/ 0"'/ S/?2; 7///5//?a #s /E&UI.E5/~~ 13'1 Co.?,u //.r1CIO~ r()'< .sr;(lI0ffl~rfL .saEL 4rJ;tfJ WlfL.#iJJt:- J ft/ c5//{ G 71 0".) , f{~ 2r1~ ;(5/ / ~..5~=-~U~ ; " Equipment/Asset Number(s): To the best of my knowledge, the aboV@WASNOTPerformed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Teehn;e"" 4 11 ~ Serving the Western United States 150J Field Repondoc Revision I MULTI BUSINESS SYSTEMS (209) 222. 7055 . (800) 776-0057 ~Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 0002~-35 DSA FilefAppl. No. DSHPD No. (;,/6 fg Permit No. DATE: Lj - 20'''' 0 b PROJECT #: J C? (; -' 0 f/ 3 '1 PROJECT: ;? L.. SCliE;,) (/;E. /1L,ti, LOCATION:) j) 2, L/1u ~/'#56 KRAZAN PROJECT MANAGER: (). /J'? CONTRACTOR: 1/ 6 /'YJ tJ 1.0.'" A. Zfl€"'" PRESENT AT SITE: T ~, C J COPIES TO: ;0 ~ 0. )4? r;...;e , WEATHER: C ~e /l ~ TEMP: 6.S tJ ~ STRUCTURAL STEEL ~@/ SHOP WELDING_ OC V.T. D MATERIAL ID D U.T. D M.T. D P.T. Item(s) inspected:' C, J,/. tv bL.#~ ~ ~I?~ )..ev.e~ /}/ X.2..~f(/.s:6';;' '? ./ '-fM2-bK /J.g/f(i~ ' C...:J. . _~Ld.J 2",)1/' L~ v;[L /7/' 7/ J: 2-61-( Location: Q( Welder qualification/certification verified for: f5J~ //Le w/r/I f(~,f2.4rJ l)3 Position: HORIZONTAL OVERHEAD JR'J Filler Metal: 7/ '~8' -6 c7/r-t ~ Process: GMAW SAW D Other: 1)1 Weld Type: P.P. PLUG D Other: D Weld Size: 3/16" %11 5/16" %" D Other: ~ Codes: ~S ~ TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE ;f L r 6~ r;:; h ~ t4 .If ~ /~,... / .# (;, t 3 7' tJ . To the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: ~~~ 4237 Foster Ave. Bakersfield, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota Avenue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 957 72 723 Commerce Circle Sacramento, CA 95875 ~Krazan & FIELD REPORT NO: 66469 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PERMIT #: INSPECTOR: WEATHER: CONTRACTOR: Uk/;JAO JURISDICTION: Pr M'EL.~5 ~I {, y& f? 5,c~l- V c;L,,$AR DATE: 24 1t'~J u ;;J.t;~" PROJECT#: 1f)f4 -/)7/;39 PROJECT: 5UlilyCl;' 1ft//) rctHtt(Jt~6V It/) LOCATION: fEIJIN5tJ.~A- {~U ';'fi.. KRAZAN PROJECT MANAGER: Jl3 TEMP:7&? ;: t)/f.1 sIn ~R 1N....iJR.~>5 #1/V~llc~:Ui"r/l(r 2N.fP~c.,J/4/Y d/ .nClltV~//)6yJ "'tllt.&)//V~ LE//Lt. :J..,L /7-~ ~ .i)..r-r~..:r; J~A4~~e/t(~ ~ /s~'" #~~K 'A~ ArT ~/ ~~ /9r ~/J4f~r~~. /7h~K/A/~ 7 ' ~I')N1'INtA~bl.> #"~ J'A-.c. (l) # Y ~t::#A#/cA-z.Lr .,...~/c::r.a ~R> 4Lh~ ~H71,A/t4~tI.$ Ar h",e/>>!/,;r.E.e A-R .N'~T~ 8. Lrz4 $~:(. (~~ S~t.lt:,;;.$ #1/~.>/IY~ {1J ~lr E.4c/-/. uNT~t:,~/? .N~7?N~L.>;} .4N'.tJ /AJ/C"L ..?;y.>rHLL. W. t.cJ.~ w/r# V)IJ &'XdE.Lj/A/<:; AN ~L'~LU~EN':;:- C~H~~R /N,ttJ.;ebcEss ,e,,r //vST~(./N~ .RE/,.v/&~~..ch1E.N"r /9r 6'.r'.E'/Y'/Nc6.s /N ,J;kc.Kj ~~ ~~ -'<1/;2... 5'Z/C&"5 AIV.L) I?"'L'N/,v~ ".eL/#r,e~cR~/E/v r wILL- ,5.1;[. &~///~ "P~/o~ 72; ~/1/CNJ$a rZ/9~t44~,Nr C),N ~s- .4/.I&~ ~~. . I Equipment/Asset Number(s): .zN-I'LoC~7.$"' Superintendent/Representative: /501 Field Rcport.doc Revision I Effective Dale: 5115/05 TIle infurmation providell on this report is pn:p;lreJ for the exclusive UliC of the dicnt. This report Tn;IY not he reproduced in any format without the written permission of the client ,lIld Krazan & Associates. ~Krazan & Associates, Inc. FIELD REPORT NO: 66388 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Lf - 2 $I' - O~ PROJECT #: I tJ C - 0...$-/ 31 PROJ ECT: ~ C, .{ C;tC ;'1./(;,[ -6 U C 1-/ .f?L~ LOCATION: 1002 ~j."';LI~,/:J.(~/J? ilL t/,t::'. -- IS. KRAZAN PROJECT MANAGER: Ii . m. . CONTRACTOR: 1/ ..f /J'? t? JURISDICTION: C)-Y tJr /7: ~/~/.!tt~ S PERMIT #: (p J;:;' 0 g' INSPECTOR: ,/1 i 7/1 )?;/h WEATHER: c::: L.~d~ TEMP: ~ / 0 ;(/42/1,;) ;f;E/: piJ 6/7;; ///;f ,CJ.4a /~/f S ;r/blc--rbf~rfi S l6eL #;J/f? i-..,lL l.t?/;J? /.-vsh C-7/;/) /1'> ;fedU6~,1-t!.t:? t!~ Lp..J/If.4C..0~ /-(If/1Z/l,n) ~;f /!' 1,.)S"/6c/Ebl- (f!) IA II S~t( I /L,1 I:t //t tY/h /-((5, (fit tfl! ) CgLtt/h~ /f-I .#1'1'%. J. 5/&, ?-hJ wI' COLt.lm~ Ar 02/7. flL~~ Lowe.~ fj~4cL ~~A/hfr A-r :J,2/~'.? A..v.4 L1//L~ /1~4 elf r~4Aj{ AT J: 2/7.7 r/t(.I7 )..pt/ttt,. w;;t.e:Js /L4Ct!f~ /f,Y. C~ I( liS ~r1 tI L..r ~;n.J Lv /j-# ~:I ~ 7/ r-g:' U/I;eg , ([) /?!~/Vl,t!~/ C.o,Jd6 c.7/P~ C.J: t: w6t#..f, ~/ rL4~~c A,;Jp1 //,G,(7IC4Lf /1/ )1. If-6 L /1 ;(ppr J..i:vcL. LJ~L~5 ;t?t~Ce# Ilif, .tJ 17W? {' r'? /-;/1 w /;--)1*',; I, ~ 7/ T-? t,.///t/5 . I1Lc V;!Lp1~,.,eJ ;(~CtJ~LJs ~~6 LJrJ /'t,*8' bJI7'// ;.r~rlz#"J 5,6,t J/;euC7H/t/1t.. ~6,4,/ /' -# O?'O 2 J$' I EquipmenVAsset Number(s): To the best of my knowledge, the abov@'/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements, Technician: .~ 4""7- 4Zf.~ Serving the Western United States Superintendent/Representative: 150] Field Report.doc Revision I 1=ffpl'li"", f)~lp' :;n:;/fl:; '~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 000234 DSA FilefAppl. No. OSHPD No. Permit No. t, It ~ ~ DATE: Lj - 2 '1- 0 b PROJECT#: J?J t - tJ..s/ 11 PROJECT: r: c; . .5c).6"vc,6 -6 76&/1 -,If'LP- LOCATION: j,S'o2 /E j.,;fU~i#f~~ ,tJ'L//Jf1 KRAZAN PROJECT MANAGER: J: ./}? Ii'. CONTRACTOR: t/ .t' )?? tJ 1.0.R.: 4. /dh/1/l PRESENT AT SITE:' 'j: e / C I COPIES TO: / ~ J, /Yl r; It J WEATHER: C;i-6;?J~ TEMP: t, Ie ~ STRUCTURAL STEEL ~~ / SHOP WELDING jd' V.T. D MATERIAL ID D U.T. D M.T. D P.T. Item(s) inspected: /P71/~L~;/ Cf)nJN~C///;';-J C.J,~ w~L~J' /9/ c;'/f(/f-l>L , J'": 2 -I> k / ~I I ~2 J 1,1 j J. 2 -oj 'f ;(otJr )....c..i/t5L, ' , fJ/fl1tf r~4/nk. ~ J/~tI/ ~L. 4/ J:2 /b+:?'"? /{/L~I./~L- Location: ;( cc. tPP( ~J nLl! . /~"e'; :2#.n/ ~ Welder qualification/certification verified for: tPW tJ I 1"'1/ ~ Position: 4lAT VERTICAL HORIZONTAL OVER~ -ft'( ~ ~g ~ Filler Metal: 't y - 7/ - JXl Process: SMAW B GMAW SAW @ Other: -h~ G7/r-6 ~ Weld Type: ~LLET s,.V P.P. PLUG D Other: D Weld Size: 3/16" Y. " 5/16" 3/8" D Other: ~ Codes: ~S AiSD TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE s Ef /~/;G:L-!l ;e ~/t:fJr r -# tt :? gg- To the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintende nt/Re pres e ntative: Technician: 4;//'~ 4237 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota A venue Clovis, CA 93672 (209) 348-2200 550 Parrott St. #7 San Jose, CA 95772 (408) 277-2200 723 Commerce Circle Sacramento, CA 95875 (976) 564-2200 ~Krazan & FIELD REPORT NO: 66383 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Cf - :2 / - at PROJECT #: I t/ b - 0 S- / .3 q PROJECT: /! c, s C I/!..n/C;t.- -6 nc/I ~L#. LOCATION: IS'I? 2. ~, L4u~/L:Jj'6;nJ ~LV.l1, KRAZAN PROJECT MANAGER: ::T: /?/J. If. CONTRACTOR: l/ ~ ft7 t? JURISDICTION: C. /7'tt /,l~ /,7:' /1".;t-6L6..f" PERMIT #: (;, / t. t.; t' INSPECTOR: A. 1/f 7#J'2? WEATHER: ~ /0 TEMP: 5"" t:' f(~4 z /?~ X// 1Jl,J S/f",5 ///IJ //4/~ htf S/;(tlGrutf/1L- ~"-6eL /1"v# W;f.L.r::l/;Jtr INSA~{>1/;,;J, /15 ~,€'tPl{es/~.cJ 1f'1 L .:;n) iA4c 7t?~ ' K~~Z4fi/ /;3'/ //J/<.5/;~C/'L.cJ ; @ mpfr7~n/1 ConJ.NC ~71ottl C..5.;t7. tJtt t.~) /?tJ/~m rL#~t-t! t/.vL '! v~ 2.P/J .L~t/~L /1/' J:1.. -b H' / /.2 I /.1-p 3, '2 LI',.,J;!.f, {;J6iL?5 ~L4~6~ /?Lf /J'?/I.teK A;(ms'-/f~,;Jfr w/r/I :J.j~ ~? /i-b tJl!<.c ' ((!) m#l/YJ~"J~ Co~,;J~C-/I#.;J C..J:fl. b\.J,6L#.f 7f.w/1 r;/ rL/l"JC-6 C?)1.iL,/, 11,J!J I/~ tf( 11c-1IL S on/ 2.,.J~ L6' vE L 47 g' /.:f. 2 +/1 ; 1". 2//1: 'I~L- /!,.I,(J / /. ~ / f( if -/J).., t.JJlLkl..r /t.4C-I!# t?'1 ;.:/vtl &- Smjrll W /?-/;I %1(" E 71 j- g j,../I/(/f. tf~;c~~ -/:? sr~wc:.r?l/f4L ;f~/t?rT~ tJt/02..3? I EquipmenVAsset Number(s): To the best of my knowledge, the abov~/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: TeChnlclQ4 -;if' ~ Serving the Western United States } 501 Field Report.duc Revision I J:'f'......,.,;"..n..,... c;nC;/f\.c; 1- 000233 '~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA File/Appl. No. OSHPD No. Permit No. DATE: PROJECT #: PROJECT: lOCA TlON: KRAZAN PROJECT MANAGER: CONTRACTOR: I.O.R.: PRESENT AT SITE: COPIES TO: WEATHER: TEMP: S~ p ~ STRUCTURAL STEEL .g]@/ SHOP WELDING ~ V.T. Item(s) inspected: C. Jr? W IE t.P'..5 V; 2 -b f( / /. 2 ) /. q -b 3. 2 c..J.1'. LJeCdJ tJ'l:r/'/bfr? ~UN?;! pdt"! /1.;J,?:J 1/6/f)/L~Lf p;-J 2,..J~ L~VI1I.. /1/' 8/.J:2-i'f() q,Z/ft:'f-l>L /I~&? J/.2//'1".'/-6L o MATERIAL ID 0 U.T. 0 M.T. 0 P.T. 1l.9 T /Pft? /-'tt,4 .n/ t:.-.G th.) '- if t? n/ 2".,;.t:J Lh (./ ~ ~ .# r Location: gtf4;!;~ /~/?fr?L W~Le:?.5 /?r ~,.J/k.2 4.-.1# Cf.t./J:2 elf/? 11 /-I C,4l1J~-S /' t,J I ;//7 ~ t?~ /-;L6 ~ HORIZONTAL ~. LR' Process: SMAW GMAW AW ~ Other: ~. Weld Type: UlLLET P.P. PLUG 0 Other: 0 Weld Size: 3/16" ~Il 5/16" 3fa" 0 Other: fgl Codes: (j0s A~ TITLE 21 TITLE 24 use ASME 0 NOTES 0 DISCREPANCIES D % COMPLETE ..5~~ h~LL? ~ ~~&7/'" :it:? 6 :J g.J To the best of my knowledge, the abov~/ WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. S uperi ntendent/Representative: Technician: ~/~ 4237 Foster Ave. Bakersfield, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota Avenue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 95772 723 Commerce Circle Sacramento, CA 95875 I'nl"'ll"" ,....,.., ..,....,," /--......,." \ .,,,,... .., ..,1"\1'\ gKrazan & FIELD REPORT NO: 66345 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: VI! Y110 JURISDICTION: ~r; AN~,rt,~ ~ PERMIT #: ~ I~ ~8 INSPECTOR: ~ 56 El-Y WEATHER: ~ c;l9,-r DATE: J..t> NA/~ :ltJ~~ PROJECT #: It)~-~r/$' PROJECT: 5C1,!!tc.C ANI) 7i:~HI)U~r '{,()6, LOCATION: Pelt IN$I.t.f-1f CdU-~~1S KRAZAN PROJECT MANAGER: .flJ , TEMP: S-a F (/tV fl'-~ kJ/( JfJeC4l'1t... rNsfDJ5ditJH c': R.E/N/T)/d::EO C&JNe"d,:r~ I'lA-<..~L> Ar JCliENCe 8(~.. R,,~/: fl.A8,pH I>E&I<. ,8!"~.r; 'rd /:{. - " ,,. ~ (,^r~~~cI!MA~1'I r .:rHJl'hC.17E~ IP /I,/J/b~ ~~. r~ 6~ 3YJ~ ~"NHJIfIlt-1~N. .. " ''(1) sr~l;{t)n.A.h4L ORA-tAl, Nr..s, C~NCltc~ ;PlJ'IG6.~ $Y 1Jt)()"" ~~ Ct;NS()~'IJ;"rifj) ,1y tJ,$.t.AIi,,;f./. bPN~r& uJ"l9f -rE.J'r&~ /.P~ nrlU~4'("'7J.&#IE. AN./) rt.~r!. .".....J~ $',r'rs IIF FtJI,A..~ CA(;H ~~/I/2es5'dN ,fA-AA~t...E.r w$/lL r..Asr: /(~FtFli~a C",vc~ REJ'OAT.:S /()~':J.. h,vO 1~~P:r ,..::blf. 1E 5"- J)/+ rll. ~lVutL,.~ ALst) ;PUl-e,I!~ l,y "'~Cr/'M/ ~F 5T~m uJ"'~ ~N' l,A/,c I~ E I-t> &. 51t'ltt4 _,~. Ka tN~t..t:LIAA&Nr- I',f~ 5 ~ Srl!d. . I EquipmenVAsset Number(s): To the best of my knowledge, the abovt(!!!!) WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: reChnlCloi2- >~ Serving the Western United States /50/ Field Report.doc Revision I Effective Dale: 5/25105 TIle information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraza" & Associates. @3I<razan. & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CYLINDER REPORT NO.: 10282 DATE: M ArAIL :l~tJ' PROJECT#: /~'-crl.J9 PROJECT: ~/t:Nc.E ANO rF-~NOLf)hr Rtf> LOCATION: PIfAltNflA.'-P, LJ,l..Gc, & KRAZAN PROJECT MANAGER: .::::J'B CONTRACTOR: 1JE VIA.. i'J PERMIT NO.: ~/IJ y g INSPECTOR: /'? $6,:/- y JURISDICTION: pr:. I4N~$ J.,~ S WEATHER: f)CJ'I-$ r I @ 28 days Date Specimens Rec'd. 1< I 41"L. Compo Tested Break L b I~Dset# ~~ a oratory ~ ~~ Test Method II IDr-lr-l ASTMC39 [E] ~~ ASTM C109 D II 1000 ASTM C617 D II 1000 ASTMC1231 [ltJ II 1000 ASTMC1019 D II 1000 Other I I I I 4. Shear [l] Field Data Concrete I Supplier LMt:t l.6J Other I I Plant No. I Site Mix D I Time Truck # Ticket # Slump (in) II r:7.r Mix Air Temp. Temp. (F) (F) 1~[il]1 Unit Wt. (pet) %Air I ,: 17 II A ~ P 11111 7.1 II "'/~ Placement Area Location !t>IJr fllf'DI'( /)':CI(, J(II=,#~ 6'(,1>. 8-rd J; 1 '/-'0 1:1.. f III ~jl{Jf i) A-r , ~ "'0 fa H.,.~ r , . ~L INF-DUr..IIfA/i,.,r 1N&f. /9 ~,,{,.t:1~) (()~,e,It.""',. Remarks PlAc.ll> 8''1 6'~tJ Wt P&'c""kt. 1/1 Ihe If-r,e~ J4'- 1t6.1 ^' p",e(;r.."" oS ^'T Ii? If.( f. w/C = d. Jlf 'IS- Dr /J 3 "t'ps Please refer to Field Report No. ~~ fils- Inspector l!t- ___ )~, I Design Strength I'~ I)~l> Max Load Laboratory Data Cyl. Test Field I Code 1~~~~D~~;;mi..l' I (~tm I I ~[i!J1 II 1 ID~DI II 110001 II I 10001 II Remarksl Area C.F. 101 101 101 101 101 101 TEMP: ro S- Reported Cement Type I Design I Batch Data /-11 I IActual~ Mix No. C Cem. Ibs. F.AShlbS'~ /.1~ C. agg. Ibs. --- C.agg.lbs.2. I ~ C. agg. Ibs. 3 _ Sand Ibs. /~1r Water Admixture Air En!. (ozJcwt.) Water Added on Job (gals.) CD Field Test Methods ASTM C143 ~ ASTM C138 D ASTM C1064 00 ASTM C173 D I ASTM C31 [It] Other D Test Results o Conforming o Non-Conforming Results Reviewed By I Codes for Break Types: 1. Cone [:zJ 2. Cone & Split I A I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [lJ 5. Columnar (Split) [JO Associates, Inc. CYLINDER REPORT NO.: 10283 ~I<razan & GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: Vt.r m I'J . PERMIT NO.: - f,/" '19 INSPECTOR: r: f'€~ {. rJ JURISDICTION: ;1'1"; "N~C t~ ..r WEATHER: t) al4-s"- DATE: :2.0 /1/7,.(/(, D1tJd~ PROJECT #: I atr-O.rI.11 PROJECT: ",CII!tVe.5 ANO n~H/I()UJ6J'" Jlv LOCATION: f?r 1'1A1"~I!S" KRAZAN PROJECT MANAGER: .::r is TEMP: S- .? o;t::. Time Tnick # Ticket # %Air Slump (in) II 6(;" Mix Air Temp. Temp. (F) (F) I~rul Unit Wt. (pet) Reported Batch Data Cement Type I /-11 I Design I IActual~ Mix No. l- <f IJS-,r #;:z Cem. Ibs. S-O? F. Ash Ibs. I:>-e c. a99. Ibs. - C. a99. Ibs. 2 11rJ c. a99. Ibs. 3 - Sand Ibs. I ,,2.J~ Water 1A'.2 .A..( Admixture 1''''' 7 ~1.8 ~z.. Other Nr~Y /".70-z. Air Ent. (oz/cwt.) --.J Field Data Concrete I Supplier I AN~~US Other I I Plant No. I -/ Site Mix D 1/,1:)0 11,431 11/1187 11l0/li . Placement Area Location ft:.tISNe.1i dt.().lfl)~tt; $t.A6"N/)~~K. 8/'t:1J; , 1'v (~. JA'J44I'{,~ I) hI $. ~ -fa C, '.3. Remarks f?t;1t:.~() pr ~tIa~ r"'"^f, t/i ,.eA-rr[). 1'1'1 ()r 1".1 YI>S' ~ :: t). Y () Please refer to Field Report No. p~ 5 ~.r Water Added on Job ~ (gals.) ~ Field Test Methods ASTM C;43 I >< I ASTM C138 D ASTMC1064 I xl ASTMC173D ASTM C31 I ~ I Other D Inspector Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. ~OL1JI;~/,2. ~I ~I DOl 10001 10001 Rem.",1 Design Strength Ilf()'~{) Max Load I @ 28 days Date Specimens Rec'd. I~I Arc. Compo Tested Break L b CJtr. si Set# DOe a oratory I 0 Test Method . ASTM C39 ~ II IODD ASTMC109 D II IODD ASTMC617 D II IODD ASTMC1231 ~ II IODD ASTMC1019 D II IODD Other I I ] I 4. Shear [Z] Area C.F. 101 101 101 101 101 101 Test Results D Conforming D Non-Conforming I Codes for Break Types: 1. Cone I X I 2. Cone & Split [IJ Measurement Uncertainties: ASTM C39=Cores +{- 8% Date Reviewed 1 3. Cone & Shear [Z] Results Reviewed By 5. Columnar (Split) [[] ; '-I Associates, Inc. FIELD REPORT NO: 66381 ~Krazan & GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: LJ - 20 - t? t PROJECT #: / (;) t - o-s-/3 r ;?' .5,' ~ ,/ -/ I? PROJECT: - 0, C/L,;Jt"c.. -6 I ~t:'../-/ pi#. LOCATION: /('"0 2 ~ L4t1x../~..fL"J ;1tt/lfl. KRAZAN PROJECT MANAGER: J ./J-?/? CONTRACTOR: LJ ~11-? tl JURISDICTION: c;/r'1 ~r /7: A;-Jt"tft..e5 PERMIT #: ~ /6 1./ rY ' INSPECTOR: 4. ,f.4 ~ /l"1 WEATHER: . 6 t:: TEMP: ~ 0 p ){;(/lZ/1rJ /~/' tJr/ ~/rt!: 1?'//( #47Z r~~ ,(r~<<c..rt-f~,4L ,~r.ebC. A,v~ w6t."t:/;;;?- I~JhC-7/tl~ A5 ~~tf?t(L5 /ebJ L?'? Co;-./7/4C,7P/f, ;(/~ z,4rJ ,1(,.5./ / .;..)-f/,Ee,/b,?) ; (I<Ji/;!r( /;;? Sr/e tfC- TtI "f4t ;f~,{//~CJo~2J2 (;1.)h4r~ wJlJ/-/~~ 1.J5i-#.f 4/ C&Lt:I/hN il,45L" ~47J;s /'~/h J 2, / - '7~ 2/.7:;2. - 1. 1-i~~.f" /11..5 tJ U //L;f /J'~I! c-~ r;l!4/h;; w,[c..fJJ p,..) /J/ 1~l/,t~ /?r )f" 2 /9, r -t> J; 2/7, 7, t../6tc15 ~L#c.e~ 8'1 C tI J<' r;J ;t? ;1 u L 5 f' Nl }.,./ illl -%tl ~ 7/ r- 8" w;~ J5 . . M Il/'?,G'~ r C-o,J,nJE c1;tJ~ J. wE 1.4..5 . .tfc./'/o.YVJ rL,4Nc.~ t);./L r 2.nI~ l.GI/6L /lr J~f( /'-!:,-s-' h-J.? L,:VEJ, 'h)FLpJ~ h4C54 ~y .YJ11'f/f/~ 4Lfr15/~~rJt- wi;// ~i' E71T=6 w/~6' ~~ /YJo/??;;,n// uhh"}~CJltJ:"; ~ J/, W~td..5 . 70/ r.L-IN6-~ t911f,1L. t;' /fwt:? Vft~7/(;/lL W6t/5. :J,,.,..J//1Et/hL .4/' J:;},-j.K/7.'i, /0,/, W6c#'S jlt4CL~ 11'( ~ot/? S/hl'rl/ w/J'// +1(/ C'7/ ;:g'w/~;;', f/;f~/i~4/ wlis u.s15,# /1;J~ /lit W,Gt.&J.r bV6~6 ?Jt9;J~ h~ ~U~ f Cot1':Z ~;;J I?'/!~r. a;<t./~t.i:,4!/tJ;";.s ,4,,(/- tJ~ -1tiP;f. w/ _ _/iZ ' . (!J) //1/.f/Ati-4/i;'pJ ~r hwtf ~'/ !S/htf'Lblj /l./?CIfLJ I:J ~/bY'f rt7~ ~J1t.tlrh# 11/1,5/3 e .J: 3/~, / WI??I ;/'"1.7" J-J, / ~,t1t?,X '1 I Equipment/Asset Number(s): To the best of my knowledge, the abov@; WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technidan, 4 fL ;;:t~ Serving the Western United States Superintendent/Representative: 1501 Field Reporr.doc Revision 1 Effective Date: 5/25105 " 0002~)'J " .]I '.... ~JWJI<razan & Ass 0 cia tes, In c. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA File/AppL No. DSHPD No. Permit No. t / /; 'I g DATE: LJ - 2 0 - 0 t, PROJECT #: J 0 6 - ~ 5"'1.3 r PROJECT: If C, .5'C/~rVC6 '" JI5&)/flLJ:? LOCATION: I JC} 2 ~ LI1i1k'/;P.J~P ./?L t/.d KRAZAN PROJECT MANAGER: :~. /P? If. CONTRACTOR: LJ .E/M iJ LO.R.: A. ~ /t? /P? PRESENT AT SITE: ;:~. C. I COPIES TO: /~.5, m &- ~ , WEATHER: / / L TEMP: Ct:J eo ~ STRUCTURAL STEEL ~/ SHOP WELDI~ ~ V.T. 0 MATERIAL ID M.T. Item(s) inspected: C, U I" W E.lK2 C f i -L 1/# :2 ".I .tP 1. 6//.6L ,. ul'/.ere /J~,1Ce r~/1m( wEt~.f /~T 1.~J/h~ ~ f(,2. /'1. ~ -t> J:2./C;, '7 Location: ,Kl Welder qualification/certification verified for: tl;./ /f ..2 Co r ,LJ [pi )T/I /~/,124;J ~ Position: LAT VERTICAL HORIZONT AL OVERHEAD ~ Filler Metal: ~ f C 7/ / - 5 ~ Pro cess: SMAW ~. GMAW SAW ~ Other: f;'i E7/7=t JgJ Weld Type: ( F,ILLET C.P:) P.P. PLUG 0 Other: 0 Weld Size: 3/16" Y. " 5/16" 3fa" D Other: ~ Codes: Q"fS AISC) TITLE 21 TITLE 24 USC ASME D NOTES 0 DISCREPANCIES 0 % COMPLETE ,(EL hiL~ ~6hr/ #= ,,(; '3 g/ To the best of my knowledge. the aboV@WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superi nte ndent/Re pres entati ve: Technician: ~t1:~ 4231 Foster Ave. Bakersfield. CA 93308 IQfl<;'\ t::"l"l_??flfl 25418 74th Ave. S Kent, WA 98032 215 West Dakota A venue Clovis, CA 93612 I?<;,"l\ Q<;'A_1 "l"lfl l?flO\ "l.dR_??flfl 550 Parrott St. #1 San Jose, CA 95112 l.dflRl ?7L??flfl 723 Commerce Circle Sacramento, CA 95875 101 t::\ <;'t::A_??flr\ eKrazan & FIELD REPORT NO: 66343 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: It.! APt- ~() " PROJ ECT #: I t)I. - t'J rl.19 PROJECT: SC./elV{;/f: A~I) P!U-lH~L"6Y R'-.D LOCATION: nN'~~ C" t,ur6 L KRAZAN PROJECT MANAGER: ~ CONTRACTOR: V,t' J1.A () JURISDICTION: pr I9NtJ~l~ S PERMIT #: . I ~ '18 INSPECTOR: R S E~ t Y WEATHER: ~ cA-~'- TEMP: S() S ON $,rL hR RhfNhJA..{,~~,vr J"N5,IJ~cr;o# (t~ ~ot= .f)llcK ~I Sc-lo!'A,fU eDt,b,CRIOlINIf.S 9f7;/~1 dftJ'J. tVuJF IN rtHc,.E7J~~~6Hr '.1 ..( . j) , ~ " tV 1//"1 ""IIVIN1IANI 8 t..".~ ml'J~Nr'ANL~t tA.r"v4Ur /~ Ndr~t) or/!) Z~ NV r't-'1CG. (1) #Y 'Jte If'r ,P'€~M~r~,e wlrH 1I11=~/I"N.e"'L ~FJLIc.,t;$ 115 ,t)~ #~77C. " 6"1 So.O:? - 16>0" He>()I< ~cj dAIf?S R r 9> #1 #tfJAG-/tV~ '(,/1"7'1/ IF? tiJNT h'''tJK~rD. 'rlJl?t/E, K M~fA.(~&/) I'" J~ACJ#t: e;,' ~A1- t=';:,.f ~t/tC/~H-'f.N~ PISnIN~4 , $'Ttf/!L /J.!'c.K CL.I!/'IH AN~ ~~L ,,,c //1N'.rIt/S. It)jJ$HIA/~$ e~/.A/~,o:.:'€b WlrH LtJ#r~y #~K,(..i) w,rfl /~f)o HI();t<',U) PI'1'.I!S. I EquipmenVAssel Number(s): To the best of my knowledge, the abov& / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Tech"'clc" ~ [(r{) Serving the Western United States Superintendent/Representative: 1501 Fidel Repor,.,luc Revision I Effective Date: 5/25/05 The information Drov;tlell on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. ~Krazan & FIELD REPORT NO: 66380 Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Lj - / r - 0 b PROJECT#: /Ob - O...s-IJc; PROJECT: /" L. S C I ~ WC~ ~ Ie {;/./ I1t4 LOCATION: /.)02 k L4t1;'fI#s~rJ tf'Lv~ KRAZAN PROJECT MANAGER: J. P?, JJ: CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: ~ TEMP: S-~ )f/;J2/1".} /:f/ CrJ ,~;/L' 7/~/j plA'/Z -45 /6t9t1L5"a6? Lf'y C::?~ ;;(/lC-/t/"e /0/<':. S/;('1c.7t1x,fL ~~LL -6 lJ6L#'/~~ /A-JY,EC//o',j. /1;(# 2/lrJ /f;!/! 1:W.f/tGc7';Gb/~ " v C Sf: W;SL~J U//~;e rL.fN?6 tJJt1-f- !/~,,<'71C4{ W6t/f '€;'//I~~ .s/;:J~ C9r ;f~4/M /1/ 5:2//2./, 5:2/11,9" ~ f(/;I.tf, WtL'/.f /L,4Cc~ 111 ~tt?- Srh/r// w//'// n/' ;2 7/ 7-'?, /ft!.~ W~L~..f /'L,,.f' (;6/ ;::'?/ /c4,A) -6 Cp,iJ~ , /f/5/'l/ /b .5r~qc/tI~4t /t'/R~7 -t;7 ?JcJO 231 I Equipment/Asset Number(s): To the best of my knowledge, the aboV@WASNOTPerformed in accordance with the approved plans, specifications, and regulatory requirements. Techn;c1an eLf zt ~ Serving the Western United States Superintendent/Representative: 1501 Field RerJOr1.doc Revision I ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION (J 0 0 f) ("'\01 _ {".j. DSA File/Appl. No. OSHPD No. {, t /i'? Permit No. DATE: ~ - / ~ - tJ t. PROJECT #: / v 6 - C..5-" I .3 1 PROJECT: /! C. 5"c./L,h/c..L -6 12 C-/-I, !f2...d. LOCATION: /.Jt? 2 ~ Lr1 tI A J i::J 5' ~rJ If L t/ # KRAZAN PROJECT MANAGER: ::r. /Yl1 If. CONTRACTOR: V ~ /J'? 0 I.O.R.: /1 7/1 n /1'? PRESENT AT SITE: -r: e-. C J COPIES TO: /';(:), /11 ?/, WEATHER: 0/ L- TEMP: st. III ~ STRUCTURAL STEEL K1(F~g)/ SHOP WELDING ~ V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: L "t-<-'t~ /J/fA'--~ /;(h'rh~ J C.9t..U/7?d 1f1'1..r.E SIt?;; /?/P-7hJ -b /1.,#/..6 ?J4.s#/Ar .47: :). 2 I Cj. '-I -6 J Of / , )( '2,/1. 7....--b 1.5' ,/ Ccf/' tJEt..~f 10/ rL,4w?6 2dtfl Lc.J/6L. 'P'i/6(O .#r J:2./JI.'7~J2J/ )(/II.t'r , Location: C.s/' t,./~tr::l.f ,I:'/J{;fr? ,f'LH';J?6 /1711/ L~I/.6t ,,;?-/ J, 2/8'/ q, '1-1; / P, / ) J1 /~, 9.'1-#/&,/ . is] Welder qualification/certification verified for: C.U~J'/j I'l? U L t.E",) W/4 /? tl # WtJSO~1 ~ Position: C@>' VERTICAL HORIZONT Al OVERHEAD ~ Filler Metal: 1/:1z ~ 7/ T- -U I, ~71/-J> W Process: SMAW ~~ GMAW SAW ~ Other: ?:~ :KJ Weld Type: FILLET c0 P.Po PLUG 0 Other: 0 Weld Size: 3/16" Y4 " 5/16" %" 0 Other: Cj Codes: ~ AISC TITLE 21 TITLE 24 USC ASME 0 NOTES 0 DISCREPANCIES 0 % COMPLETE .s b~ h;~ /..,::J I<ii./ prl I::t:' t b :s g () To the best of my knowledge, the abov@/ WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. Superintendent/Representative: Technician: 4 -j/~ 4237 Foster Ave. Bakersfield, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota A venue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 957 72 723 Commerce Circle Sacramento, CA 95875 I e1Krazan FIELD REPORT NO: 66378 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7' - J 8' - 0 b PROJECT #: / 1)& - //.5/31 PROJECT: r:~, s C/.6NG~ b 1/Jc./T" I1L.tf1, LOCATION: /fO'2 e. L,4t(lfI45;trJ I1Z//p! KRAZAN PROJECT MANAGER: J. /h. $. CONTRACTOR: i/ ~ m f) JURISDICTION: c;r'1 or ~rl /ld6--cLLs PERMIT #: C It If f" INSPECTOR: 4. 7.4 ;/t?/M WEATHER: tJ / G TEMP: & tJ ~. )(//1 Z4~ ;-(~/! flrJ ()'J>Z /!//j P/f'ilf /o/f S r~tlt/2t/.4c ~ ~~L -b W t. L4'1 ~ tt I ;.JS/.6 C.1/~;J /1.5 /,6- &1.1 15.sf/5P' If '1 C.?~ /X,4C/t?X', )(~# z4r/ ~:/ ZN5/}5c,/~~ ~ w @ mvm,6"v/ Ct?;J~,6vJ/;;-J c: J: /' ~;5L#S 1J/l/70m rLA'.AJ~& ~n/t.r tJ,n./ 2,.;,l LJttJl5L /1?" <=;,2/k'f-i> CJ2/L ,4.,.;/ ,c/Jv/ L~t/~L 4'.7 9.2//1.'1 , '1.21L, -7:2//2,1. J:2/J/'1, 1(/1/.1/ ~ 1(/;2,/, /ILl, IdfJ4J /~.4cJf-;!f" If"l /n~/f( 1'I~;11~rJ<t?,Jdv u/J7-# ~21'13?1/-h tJ//;; /~/r# /;(61-16.4T: S16~L ~ /i;rJ if - J. 2 -/1' . ~~ .s.!- 7.)/(;-.:1-.:),] @) g, L-7J -r/J~ tPu ~~ :J.-nllJ? /fr-JD' If.; &lr L6 //4 L-S /;(r7/J'? Cf. J - / /. $I /1--1. 2 - L , ~t/.6A /'t:? .s:r;et.tc Ttlft4L ;(;5hr/ #C)oo23CJ I EquipmenVAsset Number(s): To the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. TeChn;c;on'4 ~ ~ Serving the Western United States Superintendent/Representative: 1501 Field Report.doc Revision 1 J:;ff......tilJP n""p.' .c:j/?'\/n" ~Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION n,oo?')!) " ,,_ ,~J . DSA FilefAppl. No. OSHPD No. Permit No. t./~ 'It? DATE: 4 - J ~ - 0 t, PROJECT #:7f t.? t - t? -5; :J '9 PROJECT: . C. Sc..16.n.J&15 <6 /~c:,/1" Lfl~ LOCATION: /..502 ,c L4t1~/p7..5,G",) /fI..,V/' KRAZAN PROJECT MANAGER: u: frJ. If LJ ~ /J? L? d UJOrr; PRESENT AT SITE: ..,-; c. c. ::f- J. ffl ?J( 1.0.R.: CONTRACTOR: COPIES TO: WEATHER: TEMP: ~ ~ c> ~. STRUCTURAL STEEL Location: 0 Welder qualification/certification verified for: /J?d~k 4tt/hf/~t/N? ~ Position: @ VERTICAL HORIZONT AL OVERHEAD ~ Filler Metal: ~2.- ~?I/- ~. Process: SMAW ~ GMAW SAW D Other: ~ Weld Type: FILLET C.P. P.P. PLUG D Other: D Weld Size: 3/16" y." 5/16" 3/a" D Other: ~ Codes: EP AISC TITLE 21 TITLE 24 USC ASME 0 NOTES 0 DISCREPANCIES 0 % COMPLETE SC'tf h';6t# ~~/e?r/ ~ h t; :J7R To the best of my knowledge, the abov~ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superi ntendent/Re presentative: Technician: !LJ/f~ 4237 Foster Ave. Bakersfield, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota A venue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 957 72 723 Commerce Circle Sacramen to, CA 958 7 5 ~. ~Krazan & FIELD REPORT NO: 6615 5 As so c i ate s, I n c . GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /8 ApL ;Zt)a~ PROJECT #: 10' -t)...J/3 'i PROJECT: SG-/$"/Vc,e AI'<JR 7XcN/v/)G()~ ~ f)'U? LOCATION: .P~HIIVJki.1O- CC~UC:(; L KRAZAN PROJECT MANAGER: T t? CONTRACTOR: tJ E /ItA /) JURISDICTION: I'r ftAft;"~t.il PERMIT #: 6/~ tit! INSPECTOR: I? S,€.~t Y WEATHER: (tU;;frr- TEMP: ~ r t)/I/ sIr/!. n,( ,R';~~'t'I0A~" &OA./~,1/E J"'A:C~A-~ I#,S",J4t;T/dNI L/)CA77~,t/ b': ."tA(;~r,~ Sf:.II!~G€ KJ-(/~~IIV'; Ut.J~~ :z. ..I1A-' du i>Ee:.kJ l! +IJ J-; 'J .f(} I~. f'~,e/VkCreK. K/-I"/~~eMMIUvr; IF If I I J?()d mOHI!,P /JA;e,f ~r /:2. ';CVN~"'IA't.-( s ./Ft; I~SIOt, 1IDd~. (~iF- AI ftJlII rl,v~dIAS 4r P;htIIM/trlU( lP"trll jI1~cNAU'e.Iltt. sl't,<.-~.> P~1t Nt/'r/i." /I P\- 5.,)"2. tJl'~",M~j )U,/fIINRc$-/) 1'1&1:. J~ ~~l $'11;1. WWr tA'pI'Ir..O A-I/~;; tJ~ 10"....12.", Cb~cA,frlt (/'&ill#~~C' Ar q.E/NnUC"AI~ ~ra,-. /37 Y,l/~tJf' t?~ nt/X C-'1()$'>.fI:"2. t:",€,J14. l1uGtrtA-J CdNc..e6-rL PtA-~i) I/IIf l7~om /JUPtA~ ~;V~ .}/b~,!. (~) 51!r.f' ct=- nlAR. bfeil (jJ1U~$ICN sAtM,PUS ~I9Jr- ~ R,t- "1t#f'~N'r -r1./f5 Pt.lf~H~ ~"'~lf.r,,- r4,-r~j) ~<< """'1E~tl'" ~~I41vC> st"t"".,'p- 1<~~t!,q.ENuf..- CI#cMre: ~~1't/,(l"-5 /t'J0l?<f !fIVO 1~:;.91 n~ n$'f /)t9rt4. I EquipmenVAsset Number(s): To the best of my knowledge, the abov(!!!j3) WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: TeChnlCla~ - ~ 1501 Field Rt'porr.doc Revision t Effective Dale: 5/25105 The information provided nn this report is prepared for the exclusive use of the client. This report may not be reproduced in .my format without the written permission of the client and Krazan & Associates. .' ~~v_ ~I'-Lazan & Associates, Inc. CYLINDER REPORT NO.: 1027 4 GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /9 -APi.. ~o b PROJECT #: I [)b -tJrlJ9 PROJECT: S'C.(I!N~E. If-N.tJ rEqfllOUSY It..o. LOCATION: f'f[""N$k~A- L,,~~c~.E KRAZAN PROJECT MANAGER: :;r-t5 tiE l4-10 PERMIT NO.: ~ I ~ VB INSPECTOR: ~$rEt. Y JURISDICTION:' ?r f}H~e~S" WEATHER: CONTRACTOR: TEMP: I @ 28 days Date Specimens Rec'd. 1/ 'I Ap~ Comp: Tested Break Laboratory ~ Set# ~~ Test Method I~D~~ ASTMC39 l2rJ IDDD ASTMC109 D IDDD ASTMC617 D IDDD ASTMC1231 ~ IDDD ASTMC1019 D IDDD Other I I I I 4. Shear [Z] Field Data Concrete I Supplier I ;4Hd$tlt~ Other I I Plant No. I / Site Mix D Time Truck # Slump (in) II ~.;- Mix Air Temp. Temp. (F) (F) 1~[il]1 Unit Wt. ( pef) Ticket # %Air I ':.tt> II A11 11/1111 II I\f'A - Placement Area Location 4r.-~(.U. :z $'''', t:Jrt P.c~,< , "'~ .r, ,../ ~. .J"'IJttI"~O 14 r H f. r, If ,,". 9.0/. S'Ee I/$"f)~r ~I( ~('(fr r-~~ It~NV~A!t:€" r{'~ 7: Remarks 'pi He..$"../) 8Y ~.,~ ~ ".vp NIJsl5:. 3~ -,c- t/~J. fY7 ~ ".~ Please refer to Field Report No. 66/n- Inspector I L 5u.." Laboratory Data Cyl. Test Field Code ~DGI'~~.t11 WE]@L]I II ~[ml II IDGDI II 10001 II 10001 II Aemark'l Design Strength I o/l)~ a Max Load Area C.F. 101 101 101 101 IDI IDI I II I Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [L] Results Reviewed By Reported Batch Data Cement Type I (- If I Design I I Actual I t<: I Mix No. ~ - "'''ST ~ Cem. Ibs.1 I 5d~ F. Ash Ibs. 12.Y C. agg. Ibs. - C. agg. Ibs. 2 1(1'1'0 I C. agg. Ibs. 3 1-'1 S'"'""8 /;1..YI Water :J,. ~...., Admixture I p 19'1 15'ZJ. 2. t:l2 Ofu"8~ Air En!. (ozlcwt.) _ Water Added on Job fJ'DI (gals.) ~ Field Test Methods ASTM C143 [25J ASTM C138 D ASTM C1064 [2(] ASTM C173 D .1 ASTM C31 [XJ Other D Test Results D Conforming D Non-Conforming 5. Columnar (Split) [[] QiI<razan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CYLINDER. REPORT NO.: 10281 DATE: Lf I /;{ I D (, CONTRACTOR: PROJECT #: / DC; - DS / .<1 PERMIT NO.: PROJECT: SC"t t;;/Vc~ IlN/:) rc:t..UAloLbGY B~SPECTOR: LOCATION: f'rAJ r N r u LA C6 LLE G r5' JURISDICTION: KRAZAN PROJECT MANAGER: J" t3 WEATHER: 1/ E,A1 () blhL.J..R f $/f.(f.L f f>/j.,.+ 111A:J d ,.e5 TEMP: Date Specimens Rec'd. Camp. Tested Break L b I Dtr, si Dset# DOe a oratory Test Method ASTM C39 ~ 1001 I ASTMC109 D IDDI I ASTMC617 D 1001 I ASTMC1231 ~ 1000 ASTMC1019 D 1000 Other I I ] I 4. Shear 1/1 5. Columnar (Split) [[] Field Data Concrete I.... Supplier ~ RJe..S Other 1 I Plant No. I Site Mix D I Mix Air Unit Slump Temp. Temp. Wt. Time Truck # Ticket # % Air (in) (F) (F) (pet) 1/2,'"2.qIA ~O 111//25 II N IAJI 6 ~ 1[1l][R]1 ~ Placement Area Location L tF vEL Z. S Lttf & ON' IJE c.t:... IS T6 T 9 -/2.# SIf/'1f>L.c/J 1fT /J. 5" To ~JIJ. 5'# I~ ,e epd 1f{7 "c ~ 6 ~ IS'S FoR I( c-:;:NP~ c;1?cNT Remarks PLAct:'O 8y 8tJolh ,tJ /I tI1 fJ A 4/ IJ l-/D5e wlc: ~.Lf() 6 tl ~ S 12~ IF /'7 'Y IJ 5. Please refer to Field Report No. Inspector Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. l~u~1 1~[tlc=J1 I ~I II I UJI II IDDDI II IDDDI II Remarksl Design Strength I 4/J b D I @ 28 days Max Load Area C.F. IDI IDI 101 101 101 101 I II I Codes for Break Types: 1 . Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [LJ Results Reviewed By Reported Batch Data Cement Type I I -:II I Design I I Actual rx-- I Mix No.1 I c.: - ~ Cem. Ibs.1 I --6 a 5 S, F. Ash Ibs.1 I I ?1 C. agg. Ibs.1 1- C. agg. Ibs. 21 I 3 3 c.agg.lbs.31 1- Sand Ibs.1 II h Water I I 2.1.3 Admixture~ Otherc=J Air En!. (oz/cwt.) I II Water Added on Job 1 7 1 (gals.) - L I .5""06 Field Test Methods ASTM C143 ASTM C138 D ASTM C1064 ASTM C173 D ASTM C31 Other D Test Results D Conforming D Non-Conforming 1-- ,~ ~Krazan FIELD REPORT NO: 66154 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 17191.?t. ;;'t:XJ~ PROJ ECT #: I CJJ - ~r/ jtj PROJECT: SGI/;II/a ,4NO 1i:~HN()l,dO ~ Rt,Z:> LOCATION: J?E,v/N$UWt CcJ~{,M:'c KRAZAN PROJECT MANAGER: 7<< CONTRACTOR: /Jp- J4A. i) JURISDICTION: . PT- HN~lf'df PERMIT #: ~ I' '18 INSPECTOR: I?.>$ E~ Y WEATHER: I!' CHS r TEMP: tJ""- rN,J~t!'e;.r;~;..r O~ /'?L{NH~~~ ~~cA!/.!P; wk~'-- "N ~, ",;f J: ~ 1'/ 'hJ 1.:1.,1 +va C of '~/I ~ fS'tJ/ /:2 "vlUt.re:>c. ,j" H"'.4~ E> /J1AS"cI"n"~ f)gz.ultU ,.4 ~..,vl! B. ~ I #-5- Ar if,;1. "t) c.. . 7 r A,eAs ~r ,9~~LS ;rf/~ c.. 1()/nl2. u~1t5 p~.,:/) t/Y uur~ ~N/) ('pHJIJ~/~Ar~p LrY #/rGIf4-N~l- t/f4,eAr'd,../. c~~n 7.€sTL;') ~~ he","P~~~ AIo-~ cfLt-UU. P.. ~lViC s.l!"r- t')r riP"4/!... ~~~A~sF~O~ .$"'1-PI1~US Ck>r: ~,! ~/:-~~N~ C{)Ht::~~~ "e~,ot?~ r /e:J::l 73 ~/? ~>T I)A-TA I EquipmenVAsset Number(s): To the best of my knowledge, the abo&/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. reChoICIOOe-. (; ~ Serving the Western United States Superintendent/Representative: 150) Field Repone/vc Revision I Effect;ve Date: 5/25105 Tho" ;nf"nn:-.li"n nrnvidt"rl on Ihi~ rt"nm1 j" mr:n.ln>:lI for the exclusive use of (he client. This re-oort may not be reoroom:etl in anv format without the written permission of the client and Kr.lzan & Associates. ~Kr ~ azan & Associates, Inc. CYLINDER REPORT NO.: 10273 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / 7 A-,tJ~ t- ~~tJt PROJECT #: I t/b - ~~-1.$9 PROJECT: Sell! Ntlt ~N.J> ~ctlt'l()UJ (j Y LOCATION: PF.N /H'1A t-I't U;lU#.(;,,c KRAZAN PROJECT MANAGER: !JIJ CONTRACTOR: JJ L" /4A 0 PERMIT NO.: ,61 t Y II INSPECTOR: I< '>66'" Y JURISDICTION: t?r A--/Y'~E d.> . WEATHER: PC"~ TEMP: .$-ytJ Field Data Concrete I Supplier I ;4/V6EU$ Other 1 I Plant No. 1 Reported Batch Data Cement Type 1 Site Mix D Design 1 Mix No. I Mix Air Unit Cern. Ibs. Slump Temp. Temp. Wt. F. Ash Ibs.1 Time Truck # Ticket # %Air (in) (F) (F) (pet) 13..S', II ;l11 " If I/)3 II tf/A- " 7.0 l[M]cal c. agg. Ibs.1 c. agg. Ibs. 21 If ;. (J Water Added on Job I EI (gals.) . Field Test Methods ASTM C143 OCJ . ASTM C138 0 ASTM C1064 [K] ASTM C173 0 ASTMC31 ~ Oth8rD I @ 28 days Date Specimens Rec'd. VSf' A-JI'e!. Camp. Tested Break L b ~ Set# ~~ a oratory I~DL-JL-J Test Method ID~II ASTMC39 ~ L-J. . ASTMC109 D 1001 I ASTMC617 D 1001 I ASTMC1231 ~ 1000 ASTMC1019 D 1000 Other I I I I 4. Shear lZJ Placement Area Location {'~14-1 tvl#t-(... C. S~ /I.,,, l~) C) q -II ~~//Jhtl.e"AA1.!,.,T ~h~ S7's~-() I, II'HA"f""/4.JJ ~~w~ t-$ /(r :I ~ If d. &- . Remarks /,LAC$c) ;Y ?72l'fd ClleA-TI!, (./1 ~~hr,r.v) 7 ~~~~ ~ 4fc ;. 0.18 Please refer to Field Report No. V~ /5,7' Inspector Design Strength IlItJt1/J Max Load Area C.F. 101 101 101 101 101 101 I II Results Reviewed By I Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ l Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear IZJ Test Results D Conforming D Non-Conforming 6ilKrazan FIELD REPORT NO: 66376 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Lf - J"/ - {:} h PROJECT #: I iJ 6 - oS) J '9 PROJECT: / C S'ci.En-lGh. oJ /2c/~ ~/. &? LOCATION: 1..)0 Z k' L,4u,(I#~J5,J I?Lt/~ KRAZAN PROJECT MANAGER: :r /h. if, CONTRACTOR: (/~ m 0 JURISDICTION: CI7-'1' or ~J/'r H"'/~rL~J , PERMIT #: ~ J .lp;t.;-? INSPECTOR: . / t:{t!/rYJ WEATHER: c: ?~_"-<: TEMP: S ~ (7 M2/l~ C~rJ /~.4?7b;e .f J 7',5 --/~J' ~,4 J/S sr~uG/u~A~ SJ/f6L )(/4~rl,) ~c/: Z:.,J.s/bC,U ~ ~ L :..J ;.; IN -~~ ,c'f..f /Yl /VJ.e~1 CorJN6c.-:7/&~ w~c 2M l..;;u;;L /?t7//;?/M rLAn/6-L..t" ~#L'1 WELL?E'..c:l /1/ /2. J/J: 2 ,/2.)//1, /1'I/J.2 ~ J I. '1/)(. tJti,fl...5 /t,f'C~.R 1f'1 m#/(x //~fr1-.t /;<~;-J6.- 1-(//;--# YJi' ;.f 7 J ~ ~ . I Equipment/Asset Number(s): / "v - /~.? ClUJ To the best of my knowledge. the above'~ f 'Qv'f{3 r40'f performed in accordance with the approved plans. specifications, and regulatory requirements, Superintendent/Representative: TeChniCian:~ p ~ Serving the Western United States ,<;nl 17iv/.-I Rpnn,., drw Revision I ~Krazarl & Associates, Inc. FIELD REPORT NO: 6637 4 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: '7 - I 'I oJ (:/ t, PROJECT#: J () t - 0-.5-/J1 PROJECT: I?C. 5' C;kN~;; -4 /'I!C-I-I. I!",tf/. LOCATION: /.)0 2... #. 1...,,4 tU! 1~.5' If ~ f}L (/#, KRAZAN PROJECT MANAGER: :J I'h. f? CONTRACTOR: 1/ k n'7 ~ JURISDICTION: c: /'~'1 p/ /1;y"1 /l;J~.6t~f PERMIT #: tit 'f? INSPECTOR: /1, -J,4Jt;)'VI WEATHER: C? /C w J(A /,J TEMP: S- 0 &' , !f~4 2/9,) ;(~/ f2,U J/l/5 Tlllf ~4/~ ~()"t Sr,,< I/C-,/V/;(/'1L s1I56J, ArI# tJJ!Lbl;;J? ;I-JS/Le-.J;irl fi's /6(}I.I;ts~,cP .tl'f ~.J7~1/frJC/t?;?, If ,f /-12 A.IV If If/, J;J f/li c 7~~./ @) S-r;(UG iwl'f/lt.. STtfltL 1~;t~c/~OJ r~[)frJ J:2 -1-1'/0- 3. 2 L /;-J L..f B. W/;';;JJo aor r S C/~,Jc;t tJ ,.; ~.;)tJ /.c tJ r 12' t:.-;-/, If!.. P'. LV / l' j/ f1 <!" I! 7 I ;:. ~ I (C) Low;t,( ~L/1.;JCL c?/ /?'1 p'/?16/7/r c. o,N,/V,6c,;r/iJ.;J 1A../6L/...r I9w ~,NzJ )'~I/;iL A/ ~/J7 2 . %'/11, CJ. 'I/J;2 J Cf.1f//l"J lo.l/:J:21 /' ., r, , J tJ. 1/ f(. II. '-I/:f. 2 -P /1. '-// f( ~ fA} L L.r:l.f' /LAC~LJ It't ml'l//1 /!~in.J'7-/forJ{;- wIT/! 3/22't ~ ?/r-t" ~ /t4C6 ~~ / Po 7p COfr} "--61/; ~ /11 C"I"'7"c;t~lZ iA.lt L-~.5 /I-,.f c,6& t! '1 V'i? q? S~ru';- # . ALt //1/6 L~,} /L//~~.tJ /6"< /L4rJ:S- ~ ~46, /X'J5/1//lT W d..f fA)" ~LJ. t<;; /~~t< /t; S;- /f tI c/tI ,,(/1 L. ~;!./t?r / #" () 0 C) ::( '29 I Equipment/Asset Number(s): To the best of my knowledge, the abOV~ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements, Superintendent/Representative: Technician: ~ tt: ~ Serving the Western United States 150 I Field Report.doc: Revision 1 ._._. __....___. _._H__ ._...___ ..__ .__.,.. ___. _ _ n __ _ ._ ,.. G~~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 000229 DSA FilefAppl. No. OSHPD No. Permit No. !:/b iI? DATE: y.../y -tJ(, PROJECT#: II~ t..... tJ s' / 3 'I PROJECT: r? C, S c.. i e ItJ e,e -J. a cll' tJ t. J:). LOCATION: 2,1[ ). Au 1K.1..f KRAZAN PROJECT MANAGER: CONTRACTOR: l/ ~ frl (/ !.O.R.: /1, ~4~CJm PRESENT AT SITE: -r~. C I COPIES TO: r'~ f. m c. ~. WEATHER: 0/ r'- ,..., ,,( AI;J TEMP: .)0 ..' ~ STRUCTURAL STEEL ~@ / SHOP WELDING ~ V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: J... 0 J,JI!~ rL4J46-,t tJr /?'1tJ)'1?!.E/1/ 7' c.v~.rV6 Cllu~ WeL-/!/.J () rJ 2~J!J, i. ~ vI! L t:?J1/ J. 2 ~ f( L;',.J,GJ' A'I 9. 1. ~ J J~. / ~ J /. 't , , , L /I,)II-S. Location: [Xl Welder qualification/certification verified for: /n/1~K /l,< I"J? ST~ tJ,) tr ~ Position: @ VERTICAL HORIZONT AL OVERHEAD ~ Filler Metal: -, ~ Process: SMAW ~ GMAW SAW 0 Other: l>l Weld Type: FILLET C.P. P.P. PLUG 0 Other: 0 Weld Size: 3/16" Y4 " 5/16" 3fa" D Other: ~ Codes: GiiY AISC TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE To the best of my knowledge, the abo@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. S upe ri ntendent/Representative: Technician: 4/?~ 4237 Foster Ave. Bakersfield, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota A venue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 95772 723 Commerce Circle Sacramento, CA 95875 ~KrazaIl & Associates, Inc. FIELD REPORT NO: 66151 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: tl4f~~ JURISDICTION: ,Pr ,,"vtl.Ld-r PERMIT #: 6/~ <1'8 INSPECTOR: .,!> ~r E (, Y WEATHER: t:h:;..III s' DATE: I '3 ,r,llt 1_ /<~t)1 PROJECT #: 106 -()rIJ 'I PROJECT: Jc IcN~/~ HU' "'-€t:HNI)~D'Y 8dJ LOCATION: PUlINS/Al,,f Ut. "(L~~ KRAZAN PROJECT MANAGER: ...::rB TEMP: 5() .. ON fl'rL h;t fNS "'K~'/)H ~~ (:t). ~ X II All- TII/2IC""'t) ,J7d(..T .11/ ,};'I .,.. Z.? (~Nrl(~ 7iJ~ N..~t>EJ> 5""~:~/1I(.. iJ, r 7Z PitlU- /4< 7~ /'i'",.".~iEO jJlA.L' '1'0 'Y ";1'(.4sU~ 1/e BUcKING. RrF.-fIt!~e" rlfbj,lrt9 I /:l,4/~~" , ~/jU 1?h-<~lIr/J A-./YO Du,wlV CLI'i'"A#. C"/'I~h.rr /H ~Y CI>;vlJln~N~ . , I-//L1/ HI"I.$'"IJ WI/JX a.s~ b. EK ~.tA-"'DP: S-/:2DIJ'. A',l'''4''/AU~ d'ct..rJ 7d . , B.c ZN~TAt(,,(JJ u)#C'N" .Pt.il17t"S I'lli'll" IN ,Pud. HP/.L~ Al-,t!...OY /JItI'U.r:.LJ ANt) PI2,,1IEd~iJ F"IU)"VI"l W$l:lrH,r€ I Equipment/Asset Number(s): To the best of my knowledge, the above@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: TeChn;c;an~ _ i~ Serving the Western United States /50 J Field Ref1(jrt.doc Revision I Elfect;ve Date: 5/25105 The infonnation Dfllvideu on this report is Drepared for the exclusive use of the client. This report may not be reproduced in any format without the written pemlission of the client and Krazan & Associates. ,-u I I .i ., BE::;TWAY (425) 444-237!l ) ( '. 0- ,.' ': €:!KrazaIl & Associates, Inc. FIELD REPORT NO: 66373 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: LJ ~~ JURISDICTION: C:17~ tP~ p,"r -4..-v6 6L.~ 5 PERMIT#: ~ / b ~f INSPECTOR: /f /; ~/J? WEATHER: 61"- _ TEMP: S ~ ($ )(//12.4;J /~/ c;.wS176 /~P~ sr/L/G/t-I;-{4L S/661 A,vL1 W;[L~/;;? /#S/Lc;7d.J, )('//12/1,J .rfL/ Iw.5/,eC-76P'~ , @ /? 17/ /'1 W/;Jp70t-J w;1s/-I/;J? ~/f'i/i!lj ~~ /f./p/~ / t,4 c L ~ /7.,,)4 t# If.,?#' ~,t1. (E) S)/1i~ ~/j.6~5 /4,.,.1;/ AtJo/:1'S-6c1l~~5 /'L,4C~/ t9rJ wl!.5 /" ;f"~~ t9/~ ({" C/{;,N c6 /1rJ# .1/5 C/-/ .tfw/~p' /;;6-...> j(fl.L7/;V~:r~ UtfC2'-1'~;J? /Jr dPi/-f ~frnd/PJ Tc? ~ c.?/'? ~~;r;::pJ. I EquipmenVAsset Number(s): / d - //(.;1 C.6SJ To the best of my knowledge, the above WA~ / WA';) 1~01 performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: ~d~ ~Krazan FIELD REPORT NO: 66149 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: {}. I1PL J.-nO V PROJECT#: ./~6 -~"7~" PROJECT: $C /4/YC-L AN/) f'Ee/lNIl."G Y 8'l,/)~ LOCATION: pr .ANtPit~tlt.$ I'tt"NIIUFlttA- u.z.t. KRAZAN PROJECT MANAGER: .5& CONTRACTOR: t/f/Afi (l JURISDICTION: P, ,41'/~r.-~"'F PERMIT #: I}, I ~ 'I, INSPECTOR: PE'# /I .)EEL..~ ~ WEATHER: &;t;I'f$ r - TEMP:..f7::J :> 19# FIn: H~ f/uIJl9~ L4IJI',t-C1/().)V ",c EP"xY.rh.17}lI.LIlJ> 4 3/ t" II C/J/4.IfA.N o'A~E /?()/..,!"J Ar L"(;.1'~1U' H;9l.t... TY X II AU rHRlflP1J IPl~ JNS)19U&/J Ar ,o/t.I4STER ""AI GIf/O t.JHe$: J: $; ~..:2 t- 6. 7 A/~4"><.) h:1) &. 7 + H. 7 / s: f} /. 7.,. 11.7. {;l {.) B~Ln VlSTlflt.&tJ.. .!bJlriA(.,.r",e t;J,(.(.." '..s~ 'LIsrl1~~"AI& 1lJ!'IAAA//VI"'~ :lr ~U-.,$ . ~N I '7 ~1iI~ ,,~. 7f flit U,NI/~ItJ""~H 61!')rlJi!'~ J"''''A~~~ (t/IE~ ~~) AN.i? K'/I/1 EN~. 1lAv%5' W~~ /J/Uat(1) I': ANI) fN""~~ (AFIAI~ )(I(.,"-' #~ 1>(7 1IHA~ . liOtJx:Y. AU- ~GIC~ .t>;t,,~,/) 7" ~~~,o. 'A.ullaJ AAlej 614WN t!U!AA/ wlr# CqM-t~IftICJ",1~L> A/.#~. ~IVC~~~ ItV Pt'fl-'" ~A'~l"'I~~ r PAI'f"'~e.f'<,I) '&AtJ~ . tJt!Ar#~~. bjJ/~....,..t'{),v e::u""~ 4r #I"IX7", ..s-/;1.~. J!';O~J(Y KUr,lr ~tJtIU< -m-~~ (;tN~;G- t.U~. e "* CD p.,f..u;r (ON; 0 J\J LV 1 g() {;.,..- I N 51l4-tL ( fJ g() (.. 15-" uJ, ("L- 13 g Lv f'r tiTtLI2 j"~ ~ J'I 7::..-rl5,< " .... Q' - .- ~/I( StA!t1;.. a~ 1::.<-/ ItU6'/It'M'f)JI. ('5 fI{JRJL.) t<f.f)A#4//IJINfb PLA reS IN P'Ac!;. .,...D . I Equipment/Asset Number(s): To the best of my knowledge, the abovr@WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Serving the Western United States TeChn;c;aL < Ii\.- ~ I Superintendent/Representative: 150! Field Rq}(Jr1.t!oc Revision 1 Effective Date: 5/25/05 TIle informution nrovided on this report i<.; prepared for the ~xdusivc use of the client. This report may not be reproduced in any form,,' without the written permission of the client and Krazan & Associ<\tes. 1 ~Krazan & Associates, Inc. FIELD REPORT NO: 66371 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PERMIT #: INSPECTOR: WEATHER: ~/12 t? JURISDICTION: C11'! ?/~ A7,-.r 4 "vltf;fLLs- t/~~ --=- 7/f;TO)4/] 6- 0/ t:- TEMP: S-t . r "TE: . - J Z - t? 6 i . .0JECT #: . tJ -.. I PROJECT: ,C s(: 6/U0 / c!/ ffL# LOCATION: /502- If L/1th~/d. r.e~ !flU)? KRAZAN PROJECT MANAGER: f /"?/? CONTRACTOR: ;(;(42./1",) /6/ C?~ sir~ ds .tfJ2-dltlIEsr~JC? LS!.f C,:;J-J7/(4cJo~ h~ s/A'tlCr?(/f~t -S7'L6l 1;J~/-6&/7a~o' K/(/1 z4~ ".(.e/ 1,J..s/2tcJ;.f~ s;-~ 6L J2/f Ec.-7/~,J //tJ/h /0...)'- 12,/ / J. 2. -L, ,{;'(!fGi>b,..) w#(" C;.9r?/(~;rL!,t::J /'~,< '/L # "J, Equipment/Asset Number(s): o the best of my knowledge. the abo@/ WfiS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. ,uperintendent/Representative: TOChn;c;ana.,& ,/L ~ Serving the Western United States 1501 Field Re{Jort.doc R~\'isioD 1 Effective Oate: ~/2~tn'i &1Krazan '" ." '") -, n FIELD REPORT NO: b b...) f u & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ~. .. E: t; - / / - 0 b =>ROJECT #: / (.;7;; - OS / ;] 9 :JROJECT: ;; L.. SC J/E:.;vG~ p' '71':6/-/ /fi;JJ. DCATION: IS"CJZ ~ LAt{;(/~~ ft;-J {!t,tI!.? <RAZAN PROJECT MANAGER: :Tm t? CONTRACTOR: 1.J ~ /?? cJ JURISDICTION: C-/7'';1 /5'/~ ~YI J1Al?4't/J PERMIT #: C, I h ~.? INSPECTOR: /1. / d/c /?'} WEATHER: (;) I C. TEMP: t. t:J e- f(;fAZA.J ;(~/ &;J s/7z 7/~/S V4~ 4.5' ;(~tPt(~Jat:? Lf.y C.:?~/MC7'b,tC. /~.If' S;AUG/u/4L 5//E.6c:.- 1;J.s~~/;~,J. If~/ /"J.fhc-r~t::J I/I~ e/f.cc flu;) ~r sr;~~L. I~/C A/f;I/1 I.5tf'vJlc.L,J q. 2 "h 10,,5'-/ / 11.2. -b J-. ~ S7L~L A//'I1/?;(C'# /b AT WfLL bJl1'/7' NO Ct1P";t?L;'C4rl;;~5 A~,t1 rL,fC6,(? h~ /LAl,,;J~ Equipment/Asset Number(s): '0 the best of my knowledge. the aboV~ WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements, rechn;clc", a...J. ff~~ , ;uperintendentjRepresentative: Serving the Western United States ~~KrazaIl & Associates, Inc. rcon"" FIELD REPORT NO: \)00 l, b GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION if.-; /0 - 0& P,...OJECT#: /0 b ~ oS" / J '1 PROJECT: /! c. s c /"!N{.~6 -6 -;!i61! f5c#. ,/ /' . / '/7 - ./ "- LOCATION: /..;) iJ2 /:. ~/lu ir./Sc- rV .).1/# KRAZAN PROJECT MANAGER: ::J. m. I? r -E: i/~/J10 JURISDICTION: C //'''1 o? /or/' A'''#?.e.t.~.s- PERMIT #: {;; I~: Cf ff INSPECTOR: ~ -;A~m " WEATHER: _~ {:, TEMP: G t? CONTRACTOR: H't<4 ZAAJ ~t/ f);J S~76 .////j- Phi 71'= h/f' S/Atlcltttf4L ..s-:r61!-~ /ldI<J Wit Lc:J/;J/~ jNS/;!,67/eJ~ /95 If~ c(t..t;.ES/'IE.# .Lfy C:/,A/ r.;(,4 C;~/( , /1 If/! ZA' ,J ~L~ /~s/;~G;r,6~ : . . ;fe. c:.~t< ~~ c..7I~'?? /;VCOr7/L?/L rff/nJ (;?;J rYJ/../S ~ Lfat- /' /r.e~6 .,c T/~:;/e~ 0/1 W/~ttl ANt t.-5 fA~AJ CL'.IY T1/~/ #,fL? p61Z;J /hiS56#'", Att r7~/h:S /-/4vL. Lf:C~nJ /f'~R/CeS)/~~ /1n.1# ~.re.t< .et:,),6eP., Equipment/Asset Number(s): ) the best of my knowledge. the abo@ WAS NOr-performed in accordance with the approved plans. specifications. and regulatory requirements. uperintendenf/Representative: T.ChniCIa~ d ~ Serving the Western United States J 501 Field Repon.doc Revision I ~Krazan.. & Associates, Inc. FIELD REPORT NO: 65808 GEOTECHNICAl ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: '1- 7 - t) 6 PROJECT #: / P 6 - OJ/39'. PROJECT: ~ C. 78~/1 If t.t::J, LOCATION: II \D7 It Lt1uA'ii:1L~~,,) {ft.-viP, KRAZAN PROJECT MANAGER: ef:' /'1?/J. CONTRACTOR: L/ f m tJ JURISDICTION: c,i/'J pI' /ol"'r A,,)~,Et~J' PERMIT #: .-t ';f; ~ ~ INSPECTOR: .. L /1 rP m . WEATHER: ~ /6 TEMP: 6 t:) 0 J{~/i2r1N IJ '1 ~~,J 1'1< .4 c f ",< J)-Jf /~~1'/,),J }f,.(,4 2,4;J /~/ l"ws/~.re.~ J /(,6/ p,J S I7'L 17/1$ tJl'1/'L /1.1 ~f6(J4~.J/~~ /b;( b 7' ~ IA t::.-Tu ~ "It ..s/;t.6t A ;.)Jfl /A.J 15 L KfJ I;J~ ArI;1 Cv#b, V')"1' r;(4rne .h)//;/,/-( ~ t//YI8,e# #N ~t4t.-h f /tf)~;{. /lA.rJ /1,r/~ ~6A.Jfly Equipment/Asset Number(s): IN - ~I<.Dt:.-f-,..5~ fo the best of my knowledge. the above '#AS I v1A5 I-;JOf performed in accordance with the approved plans, specifications, and regulatory requirements. fintendenf/Representative: Technician: 0 ~ _ ...,) AIf A ~~'7/CJ' ;V. ~~ Serving the Western United States '€;!KrazaIl & Associates I Inc. FIELD REPORT NO: G 5 B 05 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION )ATE: 9 - t .... ~ & 'ROJECT #: It) /t; - t)J' /3q 'ROJECT: Re. Sc.jI!Ne;Jt .. nc.)/. I3l/J. .OCATION: Ist~"2 t. LA,,/liK1..f~,v ~L.vtJ, (RAZAN PROJECT MANAGER: .:r, /Y), ;g, CONTRACTOR: V tEmp JURISDICTION: ~ /''1''1 tJ~ ;:'Oi"'1 /1~&";;",f.f PERMIT #: 6 '-;I t! INSPECTOR: ' -r;; 7fJi'1'1 WEATHER: ~ / G TEMP: S-S 0 k;(/# Z#;v) /f~,4 (liJ SITb /"1-/1.5 ~m~ /9J ;flL CsPtflf~fM;:) 1?'1 ConJ)';frlc..J'oy( hr{ Jr"fuc/'t../J(AL .s/;;~L /?,J;t} W;;t..~/;';t? ),.) ~;<J'{ CliO;.) If~~ J;.Js/ec:/""i/'w; @ SJ.l~,4/l. Cow.,.)e, r::..-70J< (5 rl.1~) U)k-t~ - 2A1i? LJtVht iJlc /i!~#. ~lAJ'l/JJ;V/,--. fitl sruJ'/J' ~1.~cl5~ /!;Ji!1 w;t(.,~Jt.4 ~IS~ ~L4;.J.f rtnJtJ C-I? I/k . @ 4nJ&.L~ r~tJ;J CL/~.f 7/1#/ l51Jt.1' ""0 lfe/ll1?.f I-lJJ,(/ w;,,~ ~ ~IIL w;;.l'f pr C.:>~14m;JJ t1n) /foo/ L~t/~l tJr ,/,ec.-/:I_I?t.~ A~~ /L4C;/tjt? dwJt/ WeL~!t,.o ~e~ f/l,!/1J.f AwitP t:..e;~c. /&/~~ 1P .sr/fut:ru/r/t. tfLj?o,..r d {Jot} 2'2' I Equipment/Asset Number(s): I To the best of my knowledge, the abO'@/ WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. rintendent/Representative: Technician: Serving the Western United ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION U U U;C;;;'Z:O . DSA File/Appt. No. OSHPD No. Permit No. tIC 'I J? c: '-I - ~ - t) t PROJECT #: I t? h - OJ 129 PROJECT: ~ C, L<(,ixJVt,,~ ~ ~~/I. Ill-A LOCATION: I.JO 2 ~. L./lt.I~/i:16' ~ A.J {Ill/d. KRAZAN PROJECT MANAGER: ;:r: ~. 11. CONTRACTOR: 1/ If. m /J 1.0.'., /9. Zf: 11;/>'1 PRESENT AT SITE: . -t: -, C. COPIES TO: /A' J. n? ?j(. WEATHER: t TEMP: ~ STRUCTURAL STEEL o M.T. 0 P.T. 1. ;01;::1 j.. ~ vE l- ~ 11,-/6-L,!, .f~,,~ C LiJl?J /I~ /JIt/l/h '1'0 C~tum,J ~tI,..)~;!(;,f1i.wJ Location: ,fdf)~ )..~(/bL ~Uu/II t!LJt7, /J.f'-J I/-~ L/:J~.f ~ Welder qualification/certification verified for: /h4~K 4;e/"7Jl~o,J 6- ~ Position: FLAT ~ HORIZONTAL OVERHEAD ~ Filler Metal: E?o/g 9fl Process: e~ FCAW GMAW SAW 0 Other: ~ Weld Type: ~ C.P. P.P. PLUG 0 Other: ~ Weld Size: 3/16" C;;; 5/16" 3/811 0 Other: f}!l Codes: @ AISC TITLE 21 TITLE 24 UBe ASME 0 NOTES 0 DISCREPANCIES 0 % COMPLETE tS~L h:€ t.-bl /' ~~ ~;"r * ~, ~ t? O..r To the best of my knowledge, the abO\@/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 4ft~ 4231 Foster Ave. Bakersfield, CA 93308 25418 74th Ave. S Kent, WA 98032 215 West Dakota Avenue Clovis, CA 93612 550 Parrott St. #1 San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 '~~Krazarl & Associates, Inc. FIELD REPORT NO: 65804 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . .rE: ~ - t!JJ - (;) 0 PROJECT #: I [) /,.... a {'/ :J 9 PROJECT: If' C, JC/~~,h::;e ~ ~~# I1ztt? LOCATION: ls'o'2. e.- L,4u;<'IK?..56n.J dlvP, KRAZAN PROJECT MANAGER: f'. ~. tr. CONTRACTOR: V 6 rn t? JURISDICTION: eC /r '? pr Ar1' /1;.i?,e/./fJ PERMIT #: " G cr.? INSPECTOR: A ~rbrn WEATHER: C("~AI( TEMP: 6- Z (;> JftfA2.ArJ lfeA on) If/a r~J- 674~ hre ..5r~'1c,r'tA/1L S'IML ~IVR t./~l~/,j1r I~.s /1t~J?b",J 4.5 ~~t:)I,fM/,etCl I!Y c~,./ r h? c,,~r( , )(~/f24N ~~/! /,JS,4ec,7'Z/.J. @ ~c;fI. gLKJ. ,< "or J. ~ (/15", tJUI< H..J;5t.~..{ 4Jt/l') Ill4r7PnJ fJl(/J/~IIt;V!r I Ct?n?r'tl5~,6 /f,vt? A~ C-ot?,€, @ Sc./Li'Vce $LL'J. .:2~.l? 1> !f"pr 1..;!i/.e'L c.5/f1Jt7 k/.blLJI;Vtr C~~J.i':,C' I' /fJ,.)p7;%;( 6~,If?e I S7'utfJc.5 r't4CIt~ 8'1 ,J~i1Slf e S7'w~ W~l~h;,.)(- ~~, s~#< "".4 (/~~ L!&.f ~;(J;.( If 15 L ,& 6-,( '-oJ,.) ~ "1);"" C ~lt.;IG~ . 1f,6/g~ -ro ...f7',.(1(,(cTtI~/-lL ,(L/1;/'1 ~ 00022.5 Equipment/Asset Number(s): :) the best of my knowledge. the abov@/ WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. uperlntendenttRepresentative: Technician a1J ;tf ~ Serving the Western United States ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION OUU~r~J DSA File/Appl. No. OSHPD No. TE: tlt if ? vemo 4, '/'/1 /"p;'1'J PRESENT AT SITE: -r:. e. c. . GOPIESTO: J" r'~ s. ~ 6,1( , WEATHER: C t e~A Permit No. ~ .... 6>..5" - t9 b PROJECT #: I () {, - 0.5/ J e; PROJECT: r: c. SC.I.~J1/L.e -6 r,6C/1 8Ld- lOGATION: 1.fb2 ~ l4ul'f/c:1.f6,J /!/.,vit1, KRAZAN PROJECT MANAGER: V'. /Y? I? CONTRACTOR: I.O.R.: TEMP: c:;,' ~ STRUCTURAL STEEL ~ / SHOP WELDING ua- V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. ~ . ~ . / Item(s} inspected: 11 ~ L K IA./;! l..~..s 1"&(',/-1, IS l~. ,tJ,S'" -- J I - ~ srul!l.f W.6t,(),6LJ tJA) S~iE.Nt,e 1It..(J, 1.;J1Il A-n/'j(j A'd~r l..lEveL 13- J /Cf-12 Location: 0 Welder qualification/certification verified for: ~ Position: @ VERTICAL HORIZONTAL OVERHEAD DJ Filler Metal: E. , tJ 2 "2- i(I Process: @ FCAW GMAW SAW 00 Other: PH /),1) J;.~ /A..J.t t,6' f ~ ~ '-H ~ Weld Type: FILLET C.P. P.P. PLUG t5l Other: .srud..f 0 Weld Size: 3/16" 14" 5/16" %" o Other: ~ Codes: @ AISC TITLE 21 TITLE 24 use ASME 0 NOTES D DISCREPANCIES D % COMPLETE ~E/#~ riP ". I"leLI/ 1'f'5r'af"T '# ~~ 8'oy To the best of my knowledge, the aboV@WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. Superintendent/Representative: Technician: 4tf~ 4237 Foster Ave. Bakersfield, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota A venue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 95772 723 Commerce Circle Sacramento, CA 95875 =€i:Krazan & Associates, Inc. FIELD REPORT NO: 65 B 0 2 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION uATE: Cf ... If - tJ t PROJECT #: I t:J /, - P Sf 31 PROJECT: ~ C. S-e/~Nelt ~ 76~1I I?t~ LOCATION: If v :z If. i.r1",~/;;t,J)t,../ lill/#. KRAZAN PROJECT MANAGER: J'. /'Y? ./1. CONTRACTOR: 1/ K hJ /J JURISDICTION: c" -""'1 ~/ /{;/1" 4,,)~~LlEf PERMIT#: ~ /, 9' K INSPECTOR: /1- urp/Y1 WEATHER: ~/~ TEMP: ~- 0" 1f.rf/9 2AJJ ;(I!/ &;J J/~ "-#Af #///.e /lJ Af';(t:Y'tA~.rf~~ A'~ . Cv "v r,('ACr;.J~ roy( Jr~u t::1'to,e.4t ..rf';5cL ~,.)p1 tJAf t.,I!:?/~/,; IJJJ/t!cT/p"'). If~AZ4N ,,:f.e/l IN.s/~&~d. @) 11 CII. 15 to.: 2~tJ )..&l/cL / LJ.€ cJ{ wi ll.?.5" A";;:;' I?U7/PN f7u~(//.//ftJ(,. C.PI'YI/~t5'f"'1! A~~ n~ ~LJ.e. @) /J/f/lC-..t //f4/J'?.t Colu/It1,Jj ~;.,) G-;(ptb.J1O LEt/~L ,41" r/I~21 f)(JILJA6--- Fl,.)(;./-/I?;( dlll.f.5 stt7 70 L.okJ d,.)LJ tf)~/&I;,)~' .4U~.5 FtJ,e ri6//#~~t A 641;';.1.7' /~..4;t? rl!J Lf~ C4~t1t/;J ///tc.~,4l t'/w 1 A#~ /J/k W .L.v~5 /L#CEQ j. v w~Jt ""..Ic'l w 6 ~~g.,C? I,,) ~l..Ac~. wJJf~#.f /t-4cl!'~ do/ h?d/'fJ( /I//I1.fr~lJdt5- . ,,; - .J/ II . w/i/I /:: 7//"'R. /~9. . ;(~/-;t~ rIP .s./~WL /u~4t ~tEh/r~tJ"o<,o . Equipment/Asset Number(s): rO the best of my knowledge. the abOV@ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requiremenis. SIII"lerintendenttRepresentative: Technician 4 1!f' ~ Serving the Western United States 1--- '~Krazan "I n (' t'!" rl u u ,) {~. (, f & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA FileJAppl. No. OSHPD No. Permit No. C / ~ 0/ 3 .fE: if.. 'I - () t, PROJECT #; /0 b - 0 S" I 3 f PROJECT: ~ C. S C,/~n)CJt *b "171(;11 If l#. LOCATION: If P 2 t..)..A tu( /,dS if;t/ - ~ t II;!). KRAZAN PROJECT MANAGER: ;:r. n-1 . t1. CONTRACTOR: 1/ t5 /1? (',) I.O.R.: ,4; U f Ph? PRESENT AT SITE: -r:.G. c. . COPIES TO: /f(.:I. /J?t;.Jf, WEATHER: /' / c r-...t=.' TEMP: <oJ"'" ~ STRUCTURAL STEEL RJ~ / SHOP WELDING ~ V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: S rL' k t. LJ L- c- # 2 NI!) 1.. ~ 1/ ~ l IP~ ~C-#. tf t 4. /JIS - :r / J - $I- /,A./Ll,4~t? ~ lfur7P-nJ ~JJC#J!//. ~D.J'Z, Lt~c?;t',~ 8,(1#'/ ?'~ C..l tI.':f g.4.5~ r"U~ ;jr~f;~ Lu~J Location: ~~2 1/ ~ d ~.1'2 nJ.t w J.. u ~ t:. .l?rI,t!) WI!I. #~L1 A t?wE;f. 0 Welder qualification/certification verified for: ~ Position: FLAT VERTICAL HORIZONTAL OVERHEAD !)iJ Filler Metal: e?/ ~ A"~ e; 2-2- ~ Process: SMAW GMAW SAW 0 Other: ~ Weld Type: ~ C.P. P.P. PLUG 0 Other: 0 Weld Size: 3/16" Yo" 5/16" 3/6" 0 Other: ~ Codes: ~ AISC TITLE 21 TITLE 24 USC ASME D NOTES 0 DISCREPANCIES D % COMPLETE SLL hLt,d ;e~/I?r"/ H 6..r~p2. To the best of my knowledge, the abov~ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 4~~ 4231 Foster Ave. Bakersfield. CA 93308 25418 74th Ave. 5 Kent. WA 98032 215 West Dakota Avenue Clovis. CA 93612 550 Parrott St. #1 San -'n.<;~ r.A 9'; 1 1 ? 123 Commerce Circle C:<lrr::om"'ntn r.ll Q c: R 1 r;; Associates, Inc. FIELD REPORT NO: 658 (11 ~Krazan & GEOTECHNICAL ENGINEERJNG . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Lf- 3 -' 0& ::lROJECT #: / f) t - ()s/ J~ ::lROJECT: /'. 1':. S~/;e,.)(;Ji -6 1JtCjl. Ifl#. _OCATION: If".2 If. L.,4t{~/it?S,e""; StilI/. <RAZAN PROJECT MANAGER: If. n1. $. . CONTRACTOR: l/~mC) JURISDICTION: C/1'1 pr /:rl' A M&.--~~e.f PERMIT#: hit 'fk INSPECTOR: A. '/*/?70;'Yl d WEATHER: /'/ C TEMP: ..5':2 )nIE: 11t<4Z4~ rf~Pr;JJJcf/;-6 1-;//.5 ##~ I~~ ((/"/'w~r(./'(.i1t S~~(. ,4,.Ji"/ J,..) ~L,/)hJc. IAJ.s/~/:.7/ti~ 4.1" ;t(~tfluLsll5LJ ,tilt C~~J;Uc-7d~. . /fL'r:; zAnJ If'L.fJ /~..f//l,(;JI[/J fA)!! L~j j @ U~/'~~ IfIf/1C~ ~/?A/h6 wJtL~J /J;J J.r'tJ J.,Gv6L hr '1jc,JI. .t!L~ 11'- /// J .c.3/1 J ~ 3/2. if..J/.3 ~ ~..r/y. tJ&L~.J h,4~~~ /5'1 )(tYLJ rJ /l..-r JI (; A.,J T2 0;'; tI/ E? 17- t?/ ~ ~ ': ({!) Ai t k.e?(y,t /()j(/J'? II.4J I? e.eN ~t../1 C~t:/ /1,.;I!P tJ~L,t?iE~, tJJft:.rj Ur9.f /le~N Com /LJtf'Lt't tJ&L.,t?/5G1 "'MIl /i'uT1d~ /uJJC/le# CJ~ . ~ !lOr tlr .s C) ~l11ctt #1411 ~/;:; 6-- rA'iJ!M Cj-/2. / /j-f .l./~~f 4Lt '1AJetL1j;";~ C!);J~r~~; ~ C-,Pe. 1f6fi~ 10 S~~cruJfAL ;(~~~,..#t:?Oo :z"c; Equipment/Asset Number(s): '0 the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. iuperintendent/Representative: reChniC"'4 ;t:( ~ Serving the Western United States /501 Field Rt")orr.tio(" Re\'ision J OnIJ.....f),~ l) Ul (vU..) . GjJI<razan & Assoc i a tes, In c. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA File/Appl. No. OSHPD No. Permit No. t I" $I ? ~...E: Lj "'3. ?J b PROJECT #: / tJ h - t? ~ / J '1 PROJECT: /. C~ .s ~;e;vc.k. ~ 7"i5 t:,p Lfl#. LOCATION: 1.5~ 2. ,f "A /,/,,(, i::1,sEd tJ itlll? KRAZAN PROJECT MANAGER: .::r. .rn. $. CONTRACTOR: 1/ ,l h1 tfl I.O.R.: 4. 7#r~1'W PRESENT AT SITE: ;: E C. COPIES TO: /,<:f. P"h c,../f. WEATHER: ~ ~ TEMP: ..5'*2 0 ~ STRUCTURAL STEEL OO~Et]>/ SHOP WELDING MATERIAL 10 Item/s) inspected: ~ nCV f' #LL ,€d?,e ~~ I9nJ~ L?UK ,;J ~,;J~r P'r' St:./L;,)c,~ tlL~. Location: 0 Welder qualification/certification verified for: - ,. ~ Position: FLAT VERTICAL HORIZONTAL OVERHEAD 0 Filler Metal: ~ ?/f'- e -;ty ~ Process: SMAW GMAW SAW 0 Other: ~ Weld Type: <fLLLET C0 P.P. PLUG 0 Other: 0 Weld Size: 3/16" y. 'I 5/16" %" 0 Other: ~ Codes: ~sy AISC TITLE 21 TITLE 24 UBC ASME 0 NOTES 0 DISCREPANCIES 0 % COMPLETE S~~ het~ tf'''€~r/$& 'Sf-aj To the best of my knowledge, the abov@ / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: ~~~ 4237 Foster Ave. Bakersfield. CA 93308 25478 74th Ave. S Kent. WA 98032 275 West Oakota A venue Clovis. CA .Q3 fi 7 ? 550 Parrott St. #7 .c;:m In<;/> rA QC;11? 723 Commerce Circle C;"rr::""l>ntn riJ. Clt;R 1 t; ~l<razaI1. & Associates, Inc. t'!::7QO FIELD REPORT NO: \) ,.) i ,", d GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING Cor~STRUCTION TESTING AND INSPECTION )h. r::: 3 - 3 t) - {) b =>ROJECT #: J If? 6 - t/ ..5/.11 =>ROJECT: ;: c. .s t,1;e,Jc-~ -6 ~C# /ItA .oCATION: If'::?).. e .j.At/~/it;?f"iN /ILl/if!. <RAZAN PROJECT MANAGER: .:f j/h. /? CONTRACTOR: V~~~ JURISDICTION: c:rlJ tlr A,,./, /1,.)6Ll,tf f PERMIT #: t, / b t; ~ INSPECTOR: /7. 7/?/PM WEATHER: // C TEMP: ~ ' # ;(AZ/1;.J /Jt/ th.J eJ/7Z //~/J ,pl4/L' ~A J:r~tI(/?:t,.(4t, s-tECc.. d,J,c; Wlit,t!/;)I.J /~J~.e(;T/t>;J ./!J tf4f&UUap' ~y t:::ovrMt/lP;(. I!~~ I;';.f/,&~r~//J wI!L~S ) @ t/;d/J!;( i'/(J?cL rA'#m;;' W/t~..f 2,J~ 2.e//~L AT :5//-bJ/Z. Wtl~.f ~'-/ICJ!Jf/ I!~ ff#,cJ,;t/67'&' C--r1,...;rZ Wlr// .e?/7-J'/ ~;'. (ff) pi wtl.tl..f 19'(p",;.JtP ~ I!~lr J/.,L4;(. G~,J,v~C;,/:r~,l.f CJ t.~/J?N.f /P;.) e ..p 1E..s' L ,~6 . ~ /1...6 If /2 H~,.) C;fN7~ e.S I~ .If oJ/if /??41f;{ #/f.fl1.J';/(v,J~ p~ &//'A'E.tf S/,Ar //(, (., Vt)et-d.f C~;.) ,h,}'(/J?,c#;r; ~~L.' ,< J! ~~~ "1D .s /' ~ u (. 14- M l ;( L/br 7 #' tP () '" ZtP '/ I Equipment/Asset Number(s): To the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. TeChn'Cu_t! :// ~ Serving the Western United States Superintendent/Representative: /50/ Field Rcpon.t!oc Re\.ision} ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION u v v (.;..t.rt OSA File/Appl. No. OSHPO No. Permit No. t / (, t.r % J-3//-0b PROJECT#: / o~ - OJ I J" PROJECT: If' c. .s c je~t:-E-. -6 ~cJ~ 11 tl/J LOCATION: I rp2. ~ J.AuJt'I;?.5e~ ~LI/Jf! KRAZAN PROJECT MANAGER: ...::J. J"Y7 . /? CONTRACTOR: i/ !:!:' ,1J LO.R.: 4. 7/1~~ PRESENT AT SITE: -;-:.e. C, COPIES TO: ~ A' f. /'? ?~ WEATHER: /' / C TEMP: fi" ~ STRUCTURAL STEEL ~@/ SHOP WELDING IZ'V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: (,,(/1'$1<. 1JJ'f~cL /~~/J'1L t,)~L4..5 tP~ .2,./J? L.~l/eL 47 ..J'// . :r/2 W/l~ /p,<.,u";~ ..rl-/.e~,e /t/1 Qf ?"I? IfL4,n..f AT E /1, E h ,E:..5/'3 , , t. ,,J /'1 Location: 0 Welder qualification/certification verified for: !)a Position: FLAT VERTICAL HORIZONTAL OVERHEAD ~ Filler Metal: C 7/ r:. 3' ~ W Process: SMAW ~ GMAW SAW 0 Other: ~ Weld Type: ~LET P.P. PLUG 0 Other: 0 Weld Size: 3/16" )4" 5/16" 3/e" 0 Other: ~ Codes: <5!!JJ AISC TITLE 21 TITLE 24 USC ASME 0 NOTES 0 DISCREPANCIES D % COMPLETE Ife/~~ ~ l1~tL? /L,PbA'/' d (~7?'f To the best of my knowledge, the abo~ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: CL.J-~~ 4237 Foster Ave. Bakersfield, CA 93308 25418 74th Ave. S Kent, WA 98032 275 West Dakota Avenue Clovis, CA 93612 550 Parrott St. #7 San Jose, CA 95772 723 Commerce Circle Sacramento, CA 95875 . ~~KrazaIl & Associates, Inc. FIELD REPORT NO: 65800 GEOTECHNICAL ENGINEERING . ENVIRONMeNTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION L . E: .J... :}/ ... tJ 6 PROJECT #:tt:'~ - &'::i?~ PROJECT: . C. ..r c. . N "" -J 72 ~# I.?L#! LOCATION: loro 2. E L/1~~/~.f.t~ ~ '-Va KRAZAN PROJECT MANAGER: ;:r: /1'1. L!. . CONTRACTOR: I/~ /I? tl JURISDICTION: C ,'1' If t;)~ ~,.1' .#Al/:'/ t.,t f PERMIT #: t / , 'I tf INSPECTOR: d. 7/trim WEATHER: Ct.v",p ~ , TEMP: S~ l1;(dZ#~ Jfe/ Il~ S/7&' //-/4 #.H'fA h.,;t S~tlcm/f,l" S$.J5'L- ;4;,)/7 VI! "~/~t- /N5//!c-r/i# AS~.e' &JtI!fST.e#' ;/y Ct?~:l~~C;r~/R 1I,f/?z/!;J /L./ /AJ.5/LCr;g# tJ,tt,~ ; 1A//I5~ 1l1f4t:.e r/(/?l'I"?e JJ~tL1S 6W 2.AlU' I.Jti/~(' tIIT'1./3, II/:!: 6-/.7. II r/J 7J ,c/2. t.J/t.""'~ /tAC,~P' /I'f frtf..JjVE/// ~4Nr2 wlTI/ ~7/?=-R,.s;,. s"(I'\IC'; ~d/;".,/r~;( 4wt-L~ hh'c.~.cJ #,..Je? /A/4L,r/;5& rt, a,,? Sm/r;y W J ,. h' If 7,:) I $'. 4L t Wl5tAL5' /LAt-Ift.:? /~~ t;,19,€ ;f6/~~ 'f'O Sr /f'uc:rt..l~/1L ;(15~/fr JI7'1" CJItJO 2 ~J> Equipment/Asset Number(s): ) the best of my knowledge. the abovG WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Jperinfendent/Representafive: reChn;C'tLj_ .2f~ Serving the Western United States 150} Field Rrfwn.t!m' . ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ! I lJ t' , ; I . C;; ,j J f.. d :...} DSA File/Appl. No. OSHPD No. Permit No. C / b $1.1' ,_: '3 - (J J'" tJ 6 PROJECT#: 1176'" 0...)'/:19 PROJECT: A c. Jci~Mce -J 7Z~# 1!L.,p? LOCATION: /$'6'2 ~ LAtfJ(.IIJf.t) /(tvP! KRAZAN PROJECT MANAGER: :r: /+J. Lf'. CONTRACTOR: 1/ ~ m // 1.0.R.: A. 7d /tl /h PRESENT AT SITE: r e. c. COPIES TO: //.:f. m ~If. WEATHER: CtPHt:1t TEMP: S-i) II/> ~ STRUCTURAL STEEL lGj~ / SHOP WELDING fi? V.T. 0 MATERIAL ID Item(s) inspected: fA //~,( 1Jt<,4c~ /;<,4yY; if :r/.J J ).//.1. G/J. r/:J -6 r/2 .. , , o U.T. 0 M.T. 0 P.T. W kt'#.5 2/lJt? L.~v;{t- #7' fZ~/;nrl1,e ?J;J~(,~ wItL~.5 r~p~ '1..,; /2 / /I-J Location: 0 Welder qualification/certification verified for: M Position: (FLAT VERTICAL HORIZONTAL OVERH~ ~ Filler Metal: ~7/:r:/! -6 J!7,,1tf' . (g1 Process: SMAW ~ GMAW SAW 0 Other: ~ Weld Type: (FILLET C.P~ P.P. PLUG 0 Other: 0 Weld Size: 3/16" Yo" 5/16" 3/811 0 Other: &t Codes: (3? AISC TITLE 21 TITLE 24 UBC ASME D NOTES D DISCREPANCIES D % COMPLETE If4{fC'1't riP n~l.,{/ j('~ /"'/f.r# t.)'Rc;o To the best of my knowledge. the abov@1 WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Superintendent/Representative: Technician: ~:t/~ 4231 Foster Ave. RakF!r.<;fiF!/rl. r.A .9:U 08 25418 74th Ave. S Kent. WA 98032 215 West Dakota A venue Clovis. CA 93672 550 Parrott St. #1 San Jose. CA 951 72 723 Commerce Circle Sacramento. CA 958 7 5 . GKrazan & Associates, Inc. FIELD REPORT NO: 65798 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION :u...rE: :5 - 2 9.- 0 b =>ROJECT #: 10 (, - t:JS"' I J q =>ROJECT: /?c ,S'Ci):/.)C-t6 -6/"'4C.f/ OL#. _OCATION: /v'-o 2 ~ .L4t.f/{,#s'/l'",) ilt-v%?, <RAZAN PROJECT MANAGER: J.I'?? ,jJ CONTRACTOR: t/ Lp? f} JURISDICTION.: C/'-;'1 ~? A~rr !1",;tCL.E..s PERMIT #: (; / t 7'? A '~7 A~ INSPECTOR: /7 . /1' / v'/n WEATHER: TEMP: /;r/4Z/!.nJ ;(;t/ ~~ .51/z ~f Jf;~,tftlG'SM# ;.?~ C~h.J/~.4C7~ /&~ .~'T~uC- /t.I~1L .) TE/.!' L /?n/;::;/ l-05' L.tf/ /~? /.iJf/'/'c..7/CJd. /1/.424,d /fJE/ /d5/J:~C./~~ i-J~L,e:J{: tv" / J-;I @) L~WtfA /J/f/lC!f. /~4/J?;i' 2;>/# L~v';:-tt.' /1/ 5/~ W~,,~S /Lr1LL.'.e? /7 /J (' './ -005'/:// J:.J 0/ //&1/ t,. .""'1/ r// t.///# A;. 7/ / - rJ.' . /~t;,. /tit Wec".:?J Wc/f ~LA' c~.tP fi CC"i.Jr'l::J/;";c:, 70 C.:?#I.E ,4",..;-t? /:,(,3 - /I tf4/ w /15 U f ,G#, /fer//' /b S/if'u'c/?//h ~c~./,.r t;r Ot,~c) 2c;Jh Equipment/Asset Number(s): ) the best of my knowledge. the above@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. uI'\Clrintendent/Representative: Technician: . - fZ:d O~tf ., ~ Serving the Western United States ,---- -- . GiJl<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION noor1' . C' V .c::Ul DSA FilelAppl. No. OSHPD No. Clt'lj? Permit No. .]-::2.1-t?6 PROJECT #: / tl t, - &,) / 31 PROJECT: r: C. .s'C/itNCJ[ i> T~ ell did. LOCATION: IS.;- 2.. If. .L /14' /Jfl5.6/J gL tip, KRAZAN PROJECT MANAGER: tT /"Yl. CONTRACTOR: V ~ p1/J t3 1.0.R.: /l. 7'/1 ~ /YJ PRESENT AT SITE: .r I:E'; C~ COPIES TO: ~ ~ J, /?? t:-~ WEATHER: TEMP: ~ STRUCTURAL STEEL ~I SHOP WELDING ft'T V.T. 0 MATERIAL ID 0 U.T. 0 M.T. Item(s) inspected: C:.:J'.f? LJ.et/5" ~fT ~9,Jr 2,61/~.c #'T l!,J/$' ~I J/;' 41 . J //. t . r /111:/ p /'/J. t / ,/ l1~c r,,(#/J?~ 'l!td' r /5T /.L ~L #T r.~'7 "",t ~~C:.e r/C,ffrJ.e W,5i~..f /1;r- 2~t1 J.ftt/~L .#T r/.I.~I ;:0: ( ~/f o P.T. A.w'~ 2d~ L,G~.E C, .- ,L- L '1# C~ /J/Z -b Location: 0 Welder qualification/certification verified for: ~ Position: LAT VERTICAL HORIZONTAL ~ Process: SMAW ~ GMAW ~ Weld Type: ~ ~ P.P. 0 Weld Size: 3/16" %11 5/16" ~ Codes: ~ AISC TITLE 21 D NOTES 0 DISCREPANCIES 0 3fe" ~ Filler Metal: ,f?/:J:"?) ~7/;:'~; o Other: o Other: o Other: USC OVERHEA SAW PLUG TITLE 24 AS ME % COMPLETE To the best of my knowledge, the abov@/ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superintendent/Representative: Technician: ~ :!/~ 4231 Foster Ave. Bakersfield, CA 93308 25418 74th Ave. S Kent, WA 98032 215 West Dakota A venue Clovis, CA 93612 550 Parrott St. #7 San Jose, CA 95112 123 Commerce Circle Sacramento. CA 95815 '~~Krazarl & Associates, Inc. FIELD REPORT NO: G 6 3 GS GEOTECHNICAL ENGINEERING . ENVIRONt1ENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ~",E: J.- 2 ~~ 00 :>ROJECT #: / t? &, - t/ .j/j J r :>ROJECT: /! L, , .5c /;:NC~ --t;' ac,41 .OCATION: /J'O 2 I~ -LA'w~ /i:J.5t::J -(ji/t:? <RAZAN PROJECT MANAGER: J. Yh. I CONTRACTOR: L/ ~ /l-? iJ JURISDICTION: ~ /'/'1' t/l,.-c r;,/,,/ A,.)~;!'L6'" f PERMIT #: & / (, l( ? INSPECTOR: /?, 7/j1 /t? rn WEATHER: r / C TEMP: s-o '"" #;(/1 Z/1.J ;?i/;;1-0 S;;-!i l///J' ~j1/~' /?,;/f .f;;et{C~/.4C ,.r*~~ /l;J~ tJlL#nJ& IN<;/CG;/d,.,J /1.5 ftt!.dl,fltSJl~~ 11'1 C.:;;Jf,,(4C.7P;<. /(/42,4,...) '<L/ /"vJi1~c-7;t/ w/itd5 I, .- @) Low/-;{ I1McL f,,(4/Y1~ wtttd,I p.J 2N~ L;!.//;;L Awe? U//-c~ Il/Alc-c f~4m~ W/;tcJ _< t9~ /..t;r i ~v,(C /l T J"/J. Sf -b J / ~ t . LV J3 '-#J /t4c/# 8' )./ /' /" - ' /' --- 0 s/ I, d-, . '1 r/l!/I)/..J/j7/1 crrfN/2 Wlrll /~ 7//-:::).>'6'1 ,'t"h;//~, @ U//,e;( tf/4C,!-,- r/f/J/1'7L Wht.#$ 1/;.,) Is/ l.t5v/!l. 4IV& i..:Jw6~ ;1/,/JU jtC/,-f,rr;4 w;;.Ci:?J {?A./ ;(,.;e:; L.6t/I!.L /?/ .5//-1, '1'. 3/11,,', 3//'/ -63//f/... w'cLO'.5 /t.4 c:L~ tfLf all~, )Yh/7"/t' wl/I/ 6 7/T-g-, %{h.JIA'~.. I)I~ 1. ~v~ J;,. I!y ~#AK /fL.!- WJ!:.C/.> /1,4 (:.6# 4CL orfkl/;jc; ;10 /'LA',A./S ~,;J# Ct:?~.ft , r.4.f-J-I~d/ WJ/~# t};-/ /ILL W~L.#J', , 1{c.//3;(, r.., ..5TA we. lkL/tt: "e~h// =#- 000295 Equipment/Asset Number(s): o the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. ;uperintendent/Representative: Tee"oleico 4 off ~ Serving the Western United States ~I<razan & Associates, GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION V II ur:., U ;J In c. DSA File/Appl. No. OSHPD No. Permit No. bIt tf? ~..~: .] - 2. $"- t?h tlluJECT #: / tJ t - oS"/31 PROJECT: r: t. Jc. ;',(/1/ (;{ -i.. ~ c:,1/ 1ft #. LOCA TION: I.;)~ 2 I=- L /1&1;( j b .5/~ rJ (J L t/ # KRAZAN PROJECT MANAGER: ::r: /Y). If. CONTRACTOR: V I! ::3 t/ 1.0.R.: rl. /'/1 /2JfrJ /' ',.( . ?' PRESENT AT SITE: 1'/1/6 I:::/(/::-L/hl.-J '-.:. COPIES TO: ;0 ~ J /1-7 ~ ~ WEATHER: O/C TEMP: .Jc?~ . 00 STRUCTURAL STEEL 1s1" L~t./15 L 0 Welder Qualification/certification verified for: ~ Position: @J' (VERT~ ~ Process: SMAW ~ ~ Weld Type: ~ @) 0 Weld Size: 3/16" %" ~ Codes: &> AISC D NOTES D DISCREPANCIES ~RIZ~ COVER~ GMAW SAW 5/16" TITLE 21 "Ie" Kl Filler Metal:t?/;-t ~ E7/ ;r:g> o Other: o Other: o Other: P.P. PLUG TITLE 24 USC ASME o % COMPLETE Se;f hi! t.d ~~/CJ/<.r 4" t, G..Jt r To the best of my knowledge, the abovef:ijj;pi WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. S uperi ntendent/Representative: Technician: 4:tf~ 4237 Foster Ave. Bakersfie/d, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota Avenue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 957 72 723 Commerce Circle Sacramento, CA 95875 Associates, Inc. FIELD REPORT NO: r~~r::7og '-.' ,_I " ,,) '._ ~Krazan & GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING COr~STRUCTION TESTING AND INSPECTION 1/ ~m tl JURISDICTION: ?, /1 "Ie ~/r //;,)I-,EJU PERMIT #: ~ ~ 78' INSPECTOR: ,1/1/.P/'h WEATHER: ctv'l#'t W ~11';"; TEMP:...{'2 - DATE: 3 - .2 If -v& PROJECT #: / CJ t - tJS'1 J 9 PROJECT: I! L. S c il,.}tC..L ..J nc /I 1ft.#. LOCATION: lS-o'2 .E. .L/lUJlI~S,E~ jlt.,t/t:!. KRAZAN PROJECT MANAGER: .::r./J? P'. CONTRACTOR: f{!f1124"v ~~~ p.;J -.S/~;;' r#/J bJ/1:7Z #.5 1f';E~?(.G'sr~,?J ./'/ Co~7/<r1C.Jjt< ~~t< Sr/fuC/'u/ Ai Sf:f~L /1.-v# tJet..t:1IJJ6- /;)shC]/~,J. kif/? Z~;J ~I'/ /..uS/ccfM' Id/t~.5 ~ . @ At C. A,.)~/",( fA,,)J (;/.,;17.1 P;') 1',,/ ~r gi/lm-f 1'lld C~~,J.et;r 1'0 WItJ' c;;C CD l"'W1/,)J t>;.,) ~~IJ J.J{vt!L. C /t:t- /,2. r~ ,.::r/,~ I '). /.j'?I/~ /Jtt'!,.) We ,#,E4 @ ul/,t~ I>tfA?t ftft9""t w~t/.J t?JJ 2~tl ).~I/~t .4r q/r 7> <:f/.f" A.-/,tJ! 1-'!)1-J t~ .8~ ~(t /;</1 frl& tNt L.~.f ~W Iff L~ 1// L /If" .:J Ii 11/1V~ IJ~/~ /Jpvt If'! f(&N,;Jttfll C.A~rz u.s;~6 ~1''' 1!?IT-5' . @ J... ~kJ~;t. 15~/l(,& r~/1/h1! wLt#.5 p;.J 151' J.~v~t AA/JC) c.()t..t1rn~ tJrI!~ SIi?/E r?Lt9rJtJ Ar C/:? i> r'/.J NAil,!" B~~~ tJt:J;../r 11'1 LJvvlt Sfrl/r,l/ w/fJl .5:, II If 7 J r-tf f), C . ;:f./'. ~tr1.f ,l7r I-fil/.Gt 4r' h': 9/3 'P"JCJ 1111#& /1'1 hJ#/fH /-l~/1?Sf'/fq~fr. /fL.l. w.t~J:1 ~/f ~;5P' /1CC'&:J,Y ,t;:J1;';~ '/"0 /L/I,Jf ~ /'/f'6/-1,&,(/ W)1.r u.fc~. If~/e^ 5:? Sr;('-fcfu//1..- ~E/1;)'1 #' /3)1/022/ I EquipmenVAssel Number(s): To the best of my knowledge, the abo~j WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements, 1rintendent/Representative: Techo;c'o", 4 zr: ~ Serving the Western United States 150] Fic:ld RC'/IOI"f.(hlC Revision I I=n;'rli".. naIf"" ';'''':;/0'::; ~..., - ,. " " i h {. I t: \, . V ~ "\' l \ J ~j {~"_: (.,_, ..1:.. 'e:~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA File/Appl. No. DSHPD No. Permit No. C /b 9R CONTRACTOR: 111 /J I.O.R.: ~m PRESENT AT SITE: .." ~ e c:..- r/;.;J C",. COPIES TO: /;(,i?J /GeT' /J?r;.,4. WEATHER: CL,.:,JftfJ'/ w /4/:"; TEMP:..r2 '" _.. rE: ~ STRUCTURAL STEEL [2g@ / SHOP WELDING KI V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: U//tA I5Mc~ /~ArnJt wtt-lf1I..f 1'.,.) 2,.;i:1 J..,~v7It ,4/ t::j/~ ~ 11f L ~wft< d~lItL /~Ap?,t w~Lx1..J 1'/;) /.f/" ).~J,I.et /If .7/1. 6-/:;, r/.J C.~.~ wtt.,#.5 ~.?p~ )'';i/~L /-1, q I~ -6 JJ}f.1 " Location: .,;,/ A/J/?tt f;t.vN CI.,,/...f ,41'" I!~/fm ~ ~Lf,(m.J ~~~$c-T/";.u 2~e:? .L~vtL ~~t?j't? C I q -' /'2. 7'J.I;t.()f J' / '1 -'/~ 0 Welder qualification/certification verified for: ~ Position: @ ~ CE?RIZ~ ~RHE~- 0 Filler Metal: E7IT-t I~?/T.tf" ~ Process: SMAW ~ GMAW SAW 0 Other: ~ Weld Type: @. 6/ P.P. PLUG 0 Other: 0 Weld Size: 3/16" )4" 5/16" 3/8" 0 Other: !Sa Codes: (59 AISC TITLE 21 TITLE 24 use ASME 0 NOTES 0 DISCREPANCIES 0 % COMPLETE j!{t5/~,,< 1'b h~t~ /'f/5hrr ~ ~.)7ft To the best of my knowledge. the abov@/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. c:: I Jperi nte ndent/Repres entati ve: Technician: 4-Lf.~ 4237 Foster Ave. Bakersfield, CA 93308 (RnSl fi.'i.'i-??nn 25478 74th Ave. S Kent, WA 98032 (?'i'i) R'i4-1-:nn 275 West Dakota Avenue Clovis, CA 93672 f?nql ~4R_??nn 550 Parrott St. #7 San Jose, CA 957 72 f411R1771_771111 723 Commerce Circle Sacramento, CA 95875 f01Cl r::CA ??flfl ~KrazaIl & Associates, Inc. FIELD REPORT NO: b 5797 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION .. . E: J - 2. 7- () ? PROJECT#: /vt- 00/.31 PROJECT: f! G. Se,,;,l'//,/C,h -6 IL'CJ,I JS.!..~ _OCATION: 1..>-;;2 If. L/1a/Jds4-0 t?Lv~. KRAZAN PROJECT MANAGER: lJ >>7 P. CONTRACTOR: V ~;11 tJ JURISDICTION: C ,1"'1 ~/~ ~r'r 4?J.!LkJ PERMIT #: ;: / C L; P' INSPECTOR: ~. 7/1 /1;.rn WEATHER: ""YC TEMP: ~2v 1f~/l2/1~ /f;f.~ t?r./ S;/b 7/-//J ~/?-;L! hA S7/ttC-/t/x4L' Sh5~t!:. rT/i/.# tJ;[/'-.t://;J?- /NSaC//;;~ /15 /f'e &/,;!L! S/.6~ Po/' CpnJ/~4C;;;/f' If/.fJZ4N ,r(Jt./ 1ft; SkL'.a~ /)kG-J} VL/Eld( 11ft/t'P /tu/'-7 /ur/t:.I/;~d- ttP/- Sit /?/hr~ o;r;' /J/r:-Jr/;)t; ON 5"iC:/IIt6 (ft.#.: 9'-/2 -b 13-;]" L '" .., L 'L~7L. pp~ ).6 L /t?~~ CWS/; L 7;1. &tk tJ/~. rG?~ hit.. wE-L~..{ /L/I CL'#' Af/( C-P/~ -P h.JIT# ~~//t!f4/ ~k.~fi;{ ~ .3Y~UC,ltt~J1L /f,6/b/f/~oC)o<Gz Equipment/Asset Number(s): :J the best of my knowledge. the aboV@WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. uperintendenf/Representative: reehnlelaneLI d!~ Serving the Western United States , ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION v U Ut'; 2;:::: . IJSA File/Appl. No. OSHPIJ No. Permit No. & It "f P CONTRACTOR: 1.0.R.: TEMP: COPIES TO: WEATHER: ~ STRUCTURAL STEEL ,KJ@' / SHOP WELDING Item(s) inspected: C. ~~ -b ;://.1 ./.,owiE~ 15;(/lC~ r,.,c'~/h;t .4~J:I Ct7(um~ LIEvJf.L 4r /'/J, //2 ,5/2, ' 1//.3 -6 r I? ." ;' , ~ V.T. 0 MATERIAL 10 0 U.T. IA./~ i.tf5 -4 j ,;Cpor' '-6tJ/~ i. o M.T. 0 P.T. /1;/ .:;/;, r J 3/ /: r I :J // / , .t4~f ~ ;,??~ /L#J/!S ~,;J Js'/- Location: 0 Welder qualification/certification verified for: ~ Position: @ ~ ~RIZON:01 ~ 0 Filler Metal: If 7 /1=6 J ;.!?/;r:f . ~ Process: SMAW FCA GMAW SAW 0 Other: g] Weld Type: ~ ~ P.P. PLUG 0 Other: 0 Weld Size: 3/16" Y4 II 5/16" %" 0 Other: 00 Codes: @ AISC TITLE 21 TITLE 24 use ASME 0 NOTES 0 DISCREPANCIES D % COMPLETE A'6rlf.~ -h h:tt.t?! /;~~Y;l y:;. ~S?17 To the best of my knowledge. the abo@/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 4t/.~ 4231 Foster Ave. Bakersfield, CA 93308 25418 74th Ave. 5 Kent, WA 98032 215 West Dakota Avenue Clovis, CA 93612 550 Parrott St. #7 San Jose, CA 95772 723 Commerce Circle Sacramento, CA 95875 ~~Krazan. & Associates, Inc. FIELD REPORT NO: 65900 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION J" E: "? - A 3 - 0 t; )ROJECT#: /06- t?SJJ1 )ROJECT: f?c, .>C.>~;vl0i! <6 -r6cl/ ftLl:l'. .OCATION: j,.)a Z ~ L/f'11'f 1,r:f'.5/;',J pi I.I~. (RAZAN PROJECT MANAGER: J. l/Yj,.f!. CONTRACTOR: vi t'J"'hiJ JURISDICTION: C//'1 0/(; ~~rf A"JIr;6t.&J PERMIT #: 0 It t.; F INSPECTOR: 4 rA Tbrh WEATHER: r C TEMP: S'If tJ' /(;(42/1;1/ ;(1/ t7~ -.Si/l 7/1/j p,4/1!, //5 /ild?t.l65aPJ /1'1 Cv,JM'Ac:%/t ~(}j( fJAtdt /i.r/fdL .s72~i Ad# kJ6?P'/;;t..- /;J..('/~c.//,-,VJ /{,4/1 2/1 ~ /~ r j /V'.J;C'd' t.J':iLJ w~t~-1.f " ~ /L/YC..{~ 81 1Af'/,;f~ BAAc;f. /X4m6 w6J.#'f 2,.;tf'i..J!.J?L .flr /~/;'-", Jill J 1/lb'-b L/q w~~~ nr1c.;fR .6'i Ktf.rJ,;-J;till fY4.N1';;! Will; /'f?; /'-t?' -""'"L/ / / t: . J ,/': W6Ltf.f 2N.f' )..h;/;!i ,4/' ;: /9.t.r J L 9. b ~ :5 /1 f'/L~4~~~ /I ,./ -' 0'1 /JJ/J,;( f( ,4 tt Yh < I' ~ f)"J (,~/ WI 'r /I I~ 71 / - (; r;, .J. t: IN l Lb1.5' A(,?~?/ I-,~ tit t /1/' C /7 J ~ S /1/ i 8,..J Ii). /L/1c:,tf/ /J 1 m 4 If If ff ;t/J~ S/ A:; ..J 6- tJ I ill ;! '7 11- 3' /1 L t.. tv} /~ L p,,-> /:::JL/l C~/~ icJ i j /1 IW t! -1/~/9 r //I~r/.~A ~ J c-' "7 .S rA tl0/tl If' /1 j .ftj;!/~ A;/ -P:- t/ 0 tJ 2 2 ,;9 EquipmenVAsset Number(s): o the best of my knowledge, the abov~ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. iuperintendent/Representative: T.chn;clan aJ t;Z ~ Serving the Western United States 15tJl Field Rl"nnrt.dnc Revision I i I I J 1-- \~Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION u v v r..d., v DSA File/Appl. No. OSHPD No. Permit No. C I C; 9 y E: . '{ - 2. ? -06 PROJECT#: / tit - () S/31 PROJECT: r: c. Sc ;'6;,) c,.~ /1...->4 12'c:.I7' /Jt~. LOCATION: /,.>0 2 ~ J..At(~;/}Jf;5,;,) 1ft 1'/#. KRAZAN PROJECT MANAGER: J, /71 . If. CONTRACTOR: 1/ fA !J I.O.R.: /I. 14 ;;;/"1 PRESENT AT SITE: 1;,,<';[ C !/p,J-J c,.:J; COPIES TO: ~tJ.f1!' C--/ /n4".}/1?;.{,( WEATHER: ;; c.- TEMP: ~ STRUCTURAL STEEL IKI~ / SHOP WELDING ~. V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: fA r'/J!/<' Ifk~CI3 ~^/1/'h;f, tJi! LbJJ ~ )S7:LJtt./JtL 4/ ...1:/1. ~ /I/;,C , J.". 't /1 -6 Ii t, / cy . .' J..f)WJZIf. 6/ft?c/~ j::'A4h1if w~LtJs 2;0/.0. t...t!v.i!-L I9r r/1.{.J II/I, I>t/1-t> Iit/r ' , Location: t1/:"",~/< ;j~A,,/:. /,,(4mlt tJ/~L;/'S 2/l1t:f i..LV;!.l AI/' ~/IO.J J/IJ,.II/o -p .r /1 C:f i,..J t!.-L.j/ S CS /' 1r/&/A,?.5 .2 ,.; ~ J-,5, l/tG t. L' '" J" ,- y" [I,' r .h ,~ t/ t:. L /1:/ 41" 0 Welder qualification/certification verified for: f5{J Position: r5iV ~ ~ERH~ 0 Filler Metal: f 7/1-3' -6 t!? / ;=-~. ~ Process: SMAW GMAW SAW 0 Other: ~ Weld Type: ~ ~ P.P. PLUG 0 Other: 0 Weld Size: 3/16" %" 5/16" 3fa" 0 Other: ~ Codes: @ AISC TITLE 21 TITLE 24 USC ASME 0 NOTES D DISCREPANCIES 0 % COMPLETE ;<t/~;f~ /r; hil# ;f~hYT # (;S-CjOC To the best of my knowledge. the abo& WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Superintendent/Representative: Technician: 4;tf~ 4237 Foster Ave. Bakersfie/d, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota Avenue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 95772 723 Commerce Circle Sacramento, CA 95875 [J.~rn..e~.Ll~~Y-,,", ,. ""~ ...~ ...=:=.=.._...._~..~.==~. __~. -Fag~J] From: Paulette Mickey <PauletteMickey@KRAZAN.com> To: "106-05139.2- Peninsula College (davidw@pcadmin.ctc.edu)" <davidw@pcadmin.ctc.edu>, "106-05139. 2 - Peninsula College (stevep@vemo.com)" <stevep@vemo.com>, "106-05139. 3 Peninsula College (okohashi@mka.com)" <okohashi@mka.com>, "106-05139. 1 - Peninsula College (rjohnson@lmnarchitects.com)" <rjohnson@lmnarchitects.com> Date: 3/22/06 8:28AM Please see attached file concerning reports for the Peninsula College project in Port Angeles. Thank you Paulette Mickey Krazan & Associates cc: James Lierly <Jlierly@cityofpa.us> FILE James Lierly- - en insula college 032206. df ~l<razaI1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION ~m~ll,~~ll~r~l?;~rt~',t@ .(;?li~'l~~~,'Q~"S March 21, 2006 WA St. Dept. ofGA E & A Svcs. James Copland PO Box41012 Olympia, WA 98514-1012 KA Project No.: 106-05139 Dear Mr. Copland: RE: Peninsula College Science Tech. Bldg./Pt. Angeles, W A In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: January 25 February 1 February 2 February 8 February 9 February 13 February 14 February 15 February 21 February 22 February 24 February 27 Concrete Report No. 09825 Field Report No. 63717 Concrete Report No. 09826 Concrete Report No. 09827 Concrete Report No. 09828 Field Report No. 63382 Field Report No. 57306, 57305 - Density Report No.14582 Field Report No. 56661 Field Report No. 65980 Field Report No. 56663, 56664 Field Report No. 57485 Field Report No. 65971 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. Respectfully submitted, If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Z--. j'~ Penn Seely, Laboratory Manager Peninsula Division PS: pm Enclosures With Offices Serving The Western United States 20714 State Hwy. 305 NE. Suite 3C . Poulsbo. Washington 98370 . (360) 598-2126 . Fax: (360) 598-2127 ~=='H' ~ ~~HH_~'=~ =~====.=...==...... p~g~2I 1~~~ili@i.~ileni~uLa 'college 032206.pdf . . . '. ".,' " .' .... " . . . .......:. '.' ....... .'...... ~..<:. ..:.....-., :". :. ':'~. .~.....:..~-....>.: ..~..;:.:<:~:::... :....~~.;.>.,.......:... 20714 State Hwy. 305 N.E.: Suite 3C, .p~uisbo,.WA ~831d.(3'60)~,59.8-~12~3"' I r.IVI.... n!:l~? Pour Data' 1/25/2006 RepOrt No. 09825 James Lierl.>, - peninsula college 032206. df Pa 4..~Kraz ~ all & Associates, In.c. FIELD REPORT NO: 63717 GEOTECHNICAl ENGlNEEIUNG . EN\Il~ONMENT AI. ENGINEERING CONSTRUCTION TESTING AND INSPECTION FEB 1 :5 200S ~ ~ DATE: d- (- 0 (, PROJECT#: /t:)~ oS"/~~ PROJECT: f:'U.hvr.:J-4. CoI/~, S'~. sf/eel! LOCATION: .I..s-"o,z ~sr- '-.4 "~r-cuJ 'f? LuD. KRAZAN PROJECT MANAGER: CONTRACTOR: VEM 0 JURISDICTION: F'O'1f ,,4.v~E~ PERMIT #: "/,, 'Ill INSPECTOR:"""J7 W"97~~J WEATHER: ~T~~,S' TEMP: '7.2- I<GV;Ie"W~ lJ'lo/'A<1-D 0 l'F ~ I Equipment/Asset Number~;, , To the best of my knowledge. the abov~ WN; NOT performed In accordance with the approv plans. specificafions. and regulatory requirements. Superlntendenl/Represenlalive: Serving the Western United States 11:7 1501 Fidd Rlporl.dOC Rcvi.ion I Effeclive Date: SI25tOS ~-- I [~!j1~JJ:eij}' - l?ePlnsula college 032206.Qdf - ---1 "~~_. ~===~._..=~ :.."_~_:="==_ .=~~==~===:====:E.~g~:II 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 P9640 PourDaw Jurisdiction CITY OF PT ANGELES 212/2006 Report No. 09826. . Permit No. 61648 . . Engineer ArchlWct .--1 I James Lierly..:..peninsula college 032206.pdf =~- ___~~E~]] Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 09827 Project No. 106-05139 Cyl. Code P9675 Pour Date 2/8/2006 . RepOrt No. Weather CLEAR Jurisdiction CITY OF PT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Engineer Location PT ANGELES WA Architect Client WA STATE DEPT OF GA ContractorVEMO Field Data Site Mix Supplier ANGELES Plant No. 1 Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Cone. Air Temp. Temp. Unit Time Truck # Ticket # %Afr Slump (F) (F) Wl 1:35 A50 10155 NT 3.25 63 59 NR Placement Area Footings X Slab/Deck Columns X Pilings Other Grade Beams Walls Slab Grids CONT. & COLUMN FTGS: K.2 TO L ON 11.8, 9.2 TO 11.3 ON L, K.2 TO L ON 9.2. SAMPLE @ J.2 & 12.1 Remarks PLACED BY BOOM PUMP CONSOLIDATED BY VIBRATION W/C. 39 18 OF 51 YDS Inspector PENN SEELY Reviewed By ~ Laboratory Data Design Strength 4000 Cyl. Test Dia Length Max. Compo Code Date Age Dim. Area Load Str. (psi) P9675-1 2/1512006 7 6X12 28.18 139190 4,940 P9675-2 3/812006 286X12 28.27 189480 6,700 P9675-3 3/812006 286X12 . 28.27 182430 6,450 P9675-4 3/812006 286X12 28.27 187270 6,620 P9675-5 P9675-6 P9675-7 P9675-8 Remarks FR# 57303 Results Reviewed By ~ Codes for Break Types: 03101 R....1 Effective Date 11f1SJ02 Reported Batch Data Cement Type I - II Design Actual X Mix No. 4000F 561 104 Cern. Iba. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg.lbs. 3 Sand Ibs. 1835 1259 30.3 GALS 280Z Waler Admixture POLY Other Air Enl (ozlcwt.) Waler Added on Job (gals.) 10 Items Inspected Conforming X Non-Conforming Date Specimens Rec'd. 2/9/06 Tested Set # By JSD JSD JSD JSD Break Type 1 1 1 1 Test Method ASTM C39 X C-12311< Other Compressive X Flexural Test Results Conforming "f. Non-Conforming 1. Cone ~ Date Reviewed I J ~Af.. 2. Cone & Split [\ 3. Cone & Shear [2J 4. Shear 0 5. Columnar (Split) fITl. I \ill ~jarrlEisTreriy~~ninsuracollege 032206.'p-df ~ Krazan & Associates, Inc. Project No. 106-05139 Weather CLEAR Project PENINSULA COLLEGE Location PORT ANGELES WA Client WA STATE DEPT OF GA Field Data Supplier ANGELES Concrete X Mortar Prisms Grouted Time Truck # Ticket # 9:38 A60 10173 Placement Area Footings X Walls SlablDeck Slab ~---=- -, -<--,<,"=,,~=:....==':--"--" . ~g~~.~ 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126. Cyl. Code P9686 Pour Date Jurisdiction CITY OF PT ANGELES 2/9/2006 09828 . Report No. Permit No. 61648 Engineer Architect Contractor VEMO Site Mix Plant No. 1 Grout Ungrouted Flex Beams Other % Air Slump NT 4.0 Conc. Air Temp. Temp. Unit (F) (F) Wt. 59 46 NR Columns Grade Beams Pilings Other Grids BRACE FRAME 4&5 FOOTING, J.2, 1 TO 4. SAMPLED AT 1 TO 1.5 2ND LIFT Remarks PLACED BY BOOM PUMP CONSOLIDATED BY MECH VIBRATION 45 PF 110.5 YDS W/C. 39 Inspector PENN SEELY Laboratory Data Cyl. Code P9686-1 P9686-2 P9686-3 P9686-4 P9686-5 P9686-6 P9686-7 P9686-8 Remarks FR# 57304 Results Reviewed By (~ Codes for Break Types: 03101 R8Y 1 Effective Date 11115t02 Test Date Dia Age Dim. 7 6X12 286X12 28 6X12 28 6X12 2/1612006 3/912006 31912006 31912006 Reviewed By ~4 Design Strength 4000 Length Max. Compo Load Str. (psi) 120470 4,280 168340 5,990 169210 6,020 168775 6,010 Area 28.18 28.09. 28.09 28.09 1. Cone ~ 2. Cone & Split [;J Date Reviewed \ 3. Cone & Shear Reported Batch Data Cement Type I - II Design Mix No. Cem. Ibs. F. Ash Ibs. C. agg.lbs. C. agg. Ibs. 2 C. a9g. Ibs. 3 Sand Ita. Water Admixtullt POLY Other A ir Enl(ozIcwl) Water Added on Job (gals.) Actual X 4000F 562 100 1827 1263 30.5 GALS 280Z 5 Items Inspected Conforming X Non-Conformlng Set# Tested By JSD TMA TMA TMA Date Specimens Rec'd. 2/10/06 Break I Type Test Method 1 I ASTM C39 X 3 I C.1231 X' 1 3 Other Compressive )( Flexural Test Results Conforming X Non-Conforming ~ PA./\ ~ o 4. Shear [2] 5. Columnar (Split) fiTl lUJ ~ James Lierly..:.~eninsula college 032206.pdf Pag~2J & Associates, Inc. FEB 2 2 200~ELD REPORT NO: 63382 CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: ~~}to. ~ 1- - ---- --- [J<:II]1~s !:~r.lY~j?~Clins~ollege 03220E.:Rdf - -~-=.'~: ~..,,~~:"'._.:."' -=.'~-=.~ . ~~.:'.. . ':. .'-- -~~.- . Pag~j ....~v_ ~~.uazaIl & Associates, Inc. FIELD REPORT NO: 57306 GEOTECHNICAl. ENQNEERJNG . ENVIRONMENTAl. ENQNEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: tI~~~ JURISDICTION: ff AAk~~~ oF PERMIT #: 61 P -Y, INSPECTOR: r:: $cG"L .,:> WEATHER: J1?ny CO"'-/) y DATE: /0/ r~6 :;(!)tJ~ PROJECT#: II)~ -t'J/nJ' PROJECT: ~(Ul/f~ ANt> n'C#NPU1~Y $zJ:::. LOCATION: ~.#I'IJ'lAL'" C/:Jd~~E KRAZAN PROJECT MANAGER: -.:rd TEMP: .77 , t:)H J/r'L' ~~ 1fH- ,IJ~Dc.t!';U A'~'N'.;:#t6UttI(Nr .z:h'.>I'G:,t:r?~A' d;C t!P;V?'/NUloI.S" .19#,0 4/~/.lU(~ ~,,';#t6~, "".;11'0 4'A,c..K~'€~. F~f)'f'I "'6 Ilr :J .,. ".r J :fI:'6 ,.r 1.2" 'T'--r If. r .t. rYP~ ~ ~~IH.II ,et7p r;Nt;J: A r- 3.3. p.'- tf .f).1 ~~ $~N~i>..<L If) ~I\I $'1101, I:",..,,;,,,,.,....s npr,;vtJ" t')A/" EJ f- F..r ;.-:;.' Yf) 'j.t'eA $'1#11 j(/rs-o",/ ,.-,,{V liNt;? r~ rE/(J'eHrpl{l,~. Ce"-rlnllt"....$ ,.~,r,,,~ 1'),/ .f. P: ~.r;l-t) :r ~;t .s"11ti. r/J'rp/) F',y .,. r</(j) PJ(R Je-HrAICLe If) ,AI ~'1{)I. Qbe,K~E"~.e ~AI K. PoL ,,"0 I/o' ,M,e' ~r"'" C'Nrtfll'&-~~ //V"' #1t~.J d/ ~1It1^'t1 J"-~ ,$;~-n.d.ws ~,F' WAC?,. 7i"r,-v~ J'''''~ N#If.,r8N~' ~A~. .A/oI .fK;S'",~"K~ ~f)J.I4t4,..1 8u,~~ rtY~fL f'ilnts I(Jf(.t. 4,E P~~Ic'F"D ~~ nJ CeWCAFriC ;:j~f?fI!TNr 41Y /.r/"~g ~,. . ~\' Jk'ICf.$'" To the best of my knowledge. the abov8 WN3 NOT performed In accordance with the approved plans. specifications. and regulatory requ~ements. (909) 974.4400 (253) 939-2500 (360) 59B.2126 R,,;,,,, 0 (42514B~r Effective Date: 8/16102 ~., . .0', . '"'-",.. ___ __..__..... _'~__"h__" ,. .__, r._. N';''''.''' .... ..__._ _--:_.__ _".to.. ..Ii_. _A V............ ..............._ (559) 34B.2200 (661) B37-92O() (209) 572.2200 (40B) 271-2200 (916) 564-2200 TeChnlClan~ 4221 Brick.11 SI., Onlorio, CA 91761 1501-15" St. NW Suite 106. Auburn, WA 98002 20714 Slale Hwy 305 NE Suite 3C, Pou/'&', WA 9B370 19501-144' Ave. NE #F-JOO, Wooc!inviJI., WA 9BOn SuperlntendenllR8presenlatlve: 215 W..slDakoio A...., CIov;s, CA 93612 2205 Coy Ave.. Bok.rsfi.)C/, CA 93307 1025 Lone Polm A"". #2E, Moc/es/o, CA 95351 545 PorroH 51., Son Jos<r, CA 951 J 2 5808 Price A"". Bklg. 1016, McClellan, CA 95652 [~f.!1es Lierly~- peninsula college 032206.pdf - - -<...-----Pa9~JJ & Associates, Inc. FIELD REPORT NO: 57305 CONTRACTOR: . !/d~ t? JURISDICTION: pr /9Nt:'Il't.U -e.J) PERMIT #: 6 ! ~ y t9 r~_61~-s.1le.~Y-;P~.616.~~)~.E~I!~g~]~~~Q.[e~C_-=~ -=: _. --= __~__.___.,. ,_'.,-=_,":E~g.E3_ fQ] =QI11<razat:1. & Associates I Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /7' ,?ER ~P()f PROJECT#: /()~ - ~S-If" PROJECT: JtClrN~ AN.!) ~o;)/n-1J6r LOCATION: P~},/';{fUl. A C ()~G~6'E KRAZAN PROJECT MANAGER: ...::J/~ P~l> CONTRACTOR: PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: COMPACTION REPORT NO.: 14582 rJJf'~O t./~ '1-' ~ .FEELY p.,- AH~&' I'!' .s my t'-~t(I)V TEMP: ~ , o WASHINGTON DENSOMETER 0 SANDCONE gJ NUCLEAR TEST 0 OTHER~J'7.:PG1.r- LOCATION MAP N o Paved Areas (circle one): Sub / Agg / Asphalt + ~ Building Pad (s) o Other 0 Trenches (circle one): Sewer I Water I Storm Drain I Utly Curve Unilied Soils Classification Max Dry Opt Density Moisture , 'l$"Z) '2. .sn,I.(:.~c. ~"t.L J ~,j.l:J /1.0 >H,,-r 111'-"1 ;tI" Test Elevation Locallon(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction I. .7.~ A -r .Is- Pyn2 '9''' 1;7,7. '7 ?"I /~II 9r- :J. .7.'3 .f 7'.rr I I /.$0. 1 p.&- 99 ~ 2 +- a. g'" 1::;~.7 7-,) 9~ ~ ~I- f. " /~.f.~ /D.~ 'It ?'" 1:1. (' ~ - t:""l / :JA.o II.S- '17 6. J /:1 .,. K /:11. ~ '.7 9'9 1. l- /1 r K.r I 1:12./ 7.<1 /ot) j ~ J11.5 Q of /f.r J .!.... 1.7/.1) Y-l 91'/ 4 Map Location: Curve Test Metrop r I F'r7 This testing does not preclude the possibmty that the son or hot-mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were perfonned at the approximate o Attached Daily Avg. Std :/J'If) locations and elevations shown and indicate relative compaction at those locations, Horfzonlal and Count Densities vertlcalllmlts of the compacted area were detennined by others. Our firm does not guarantee earthwork Daily Avg. Std ~37 or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture ::J. ()'f1 , approved project plans and specifications. Gauge# To the best of my knowledge, the obov~ WAS NOT performed in occordonce with the oved pion specifications, and regulatory requirements Superintendent/Representative: 21S West Dakota Ave" Clovis, CA 9:M/2 nos Coy Ave.. Boke"Reld, CA 93307 102S Lone Palm Ave, #2E. MoJesta, CA 9S3S1 54S Parroff 51" Son Jo~. CA 95112 5808 Price Avo. Bk/g, 1016, McCJoIlan, CA 956S2 (559) 348.2200 (661) B37-9200 (209) 572.2200 (4081271-2200 (916) $64-2200 T.ChnIClan:~); ~. 4221 Brickell St., Onlo,ia, CA 9/761 150/.15" 51, NW Suite 106. Auburn, WA 98002 20714 510'. Hwy 30.5 NE Suite 3C, Paulsba. WA 9B370 1950 H 44' A..,. NE #F-3oo. Waaclinville, WA 98072 Revision 0 Effective Date: 8/16102 (909) 974-4400 (2S3J;f,00 (360 . 6 (425 5. 19 I I 1~~rT1.~~.~~~e;IY~~i~iac"Olletie0322.06'~e~f .~=~:=:=:.====:.=::::==-~=-_:-._..- Pag~JDI ~KrazaIl & Associates, Inc. FIELD REPORT NO: 56661 GEOTEOiNlCAL ENGINEERING . ENVIRONMENTAl ENGINEERlf"',IG CONSTRUCTION T E~TINO AND INSPECTION DATE: I.;" rl!6 .2 tJD~ PROJECT #: 1 IJ~ -I'} n..~ 9 PROJECT: S~/E#Cr ANO .,-zC#Ht?/ d~Y ,IlL) LOCATION: I'€N/NS"UM ~t,.G~~t KRAZAN PROJECT MANAGER: ~g CONTRACTOR: W#1 d JURISDICTION: ;t'r ,.t1/'1t1L~ PERMIT #: 6/ b Jl'6' INSPECTOR: I? rf'l5a y' WEATHER: CMAR TEMP: yr 1JJI.Yld,.e;,€ .>,PIJ'c./~J!, 1Hf~&7i~N ~/ ,;fPN/iMt/S",o C~Alc.R.E~ PLAC~;HkN7: :IN. /'1t~t:e55 /.;1!'/ltf h'brltp /N fN~DC17~;v R4".r'tM'T ~~. 17'1 j()~,. /S' ~a (//~ 1 H//II~ /fU'/f/ tie-if/he/.) ,4, //?,.,;arc ~NP eI'JN/~~WI ?II ..rrAudW?~ P~I94JIH~ .Pt./9t:LHt~Nr r#/j L7H~ 1Q-15' Ar t!P~'/:>l.IN"I'''; ~fl "r J I- I>..r; F~ ?P"'~ .7.7,. I>-~ +- PI fj ~/JN1':J &. 7 ~ I r~ J.. 11'. ~ f"'tI:J. 'I) r~ 9J &:.r;'7) .1:. , Wit c.L. "'T 1. 'l.. ,I{'. ':L -1_ L I 11.11 J K..2 h L / L- 1 ~ 'l.... ro It. a MfJ-I'/P' {)u~ DIE~,I>SI( AT &,&.7/:r., 7"!J A/-t.41(/ "'dJE sl.c4'f/~ r" ""-6 P/.Ac60 IN 7"11' d/-" ~e};IJl/G I/IIVO "APl/,D~ 1,," ,,1=' CtJH~.<er;E: d&t.J>tJ. AP,o~K IMA'?Zl.Y ~ R Y'A1f/}$~,c ANtGet.6S C~~T,E. #4"UJc ~()~F. , ./ tJAs I'LJ4Ge,/) 8J"" 8~ I'IAJMI1 ~u ~"",~.e6r,e ""'-'IS' C~N'.U~ ,,0-17&1> BY J1f1!t:KAN'(;A( t/181t19r;DN~ /"NV~,I$r~ W#f.1 r~$'TED /"'7.<e -f6vf1RU.9Ttl,q~ .IN~ .r(u""rt ~Ne S'~r- ",e ~UR. C/;J11j:J"e~S"j"II"1 <~,q.MNI.fS I(.)AF cAsJ:' RL~.eGNce c"f tJ9,?;L9 ~~ 7bS"r ,/)47/1. Superintendent/Representative: To the best of my knowledge, the abovE9 WAS NOT performed In accordance with the approved plans. spedftcaffons. end regulatory requirements, '"''"'~ )'<-~ 4221 Brickoll St., Onlorio, CA 9176/ . /501. 15' St. NW Sui'" 106, Auburn, WA 9B002 20714 51010 Hwy 305 NE Suilo 3C, Po<Jlsbo, WA 98370 /950 1.1.44' AYe. NE #F.3oo, Woodinvin., WA 980n 215 Wes' Dokota Ave., Clovis, CA 936/2 2205 Coy A"".. Bok.nFi.Ie1, CA 93307 /025 Lon. Palm A..... #2E, MocI.,Io, CA 95351 545 PatTOlt St., Son .lose, CA 951 J 2 5808 Price AYe, Blelg. /016, McClellan, CA 95652 Revision 0 ....... .r.__.... . ... 'I.. ._ .L_ ...._ .. ___...__.. '0. .10. __...._._ ...... ...,...... ..1:_0 T";" ._.... _.. ...... '- ._..........;.. ...... r...._.. ....;........ .1... __..... ...........in.. ,,(,.... ,.I~tr:;";r~:~: :~::l.les {559} 348.2200 {661} 837.9200 {209} 572-2200 {JOB} 27/.2200 {916} 564-2200 {909} 974.4-400 (2.3 .2500 {3 8-2/26 (42 519 parnes Lierly~peninsula college 032206.pdf '~_.- Pag~j:?] ~James LierlY-.:..I~eninsula college 032206.pdf - ---~--=":",,' . ~geT31 /~Kraz v..i1 all & Ass 0 cia La 5 I I n c . FIELD REPORT NO: 65980 GEOTEOiNICAl ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION T BTING AND INSPECTION DATE: ;../;eM ~ PROJECT #: /tJli - on ", PROJECT: .st:./.&~c~ A#b ?"'e-CN.NtJ(.I)';Y ~ LOCATION: I'~H'~$~c..~ u,U-€~~ KRAZAN PROJECT MANAGER: _fB CONTRACTOR: t/#IH.O JURISDICTION: pr AN'~ PERMIT #: 6 I ~ 'I tP INSPECTOR: ~ .F4f'Ge Y WEATHER: ~ (". ", s r TEMP: 'tl() 4# t!?1V .F~a hil:. ,Ri1/,v;b~e..&""'I!',vr ~.F".,t;cfi(u"'; c/ /AJ;9't;s Ar ~,(''')LJN4.r: j,?.. /!.r -/-"0 H, / "'" .?.,. ~A/ e.? or E".Fj / / .e: ~ ,141 J:" .M,. .y ~"'UN"'eJ ~.N I'tAee A-~ L>&~/t:- f!) / S,ro;' .s'/wt, RLI#~d./N~lVr GNH~lMr ~ $r,euc.r~"t:- P"""'''''/NtS.r. I EqUiPmenVA~Umber(S): To the best of my knowledge. the abov@ WftS NOT performed n accordance with the approved pions. specifications. and regulatory requirements. Superlntendenl/Representatlve: TeChn'c'a~5u S Serving the Western United States ~ ISO/ Fitld kpon.r/<< Revision I Effeclive Date: Sl2SI05 (~ames LierlY..:..eeninsula college 032206.edf P8geT~] & Associates, Inc. FIELD REPORT NO: 5 6 6 6 3 CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: Vi$' JI4 ~ pr AAlF4'l,.es ~/6 t'S' P~NN .J'~cl..y t!) &A.sT TEMP: $'/ ON 5'.I~ n,~ REIN~;(C6'P ~t8~CR~re 'p~A~'M;I!'Nr Ar ttJAU-$; gr.,; L.r ~ #; ~/ &..1 ~ ~ .L,-'z, 3.?/ E. 7"" IE.S: ~: '!:;;Ar& .v 9: H "'(Jjp,t;'/H~"'{>a'hI~N'T <O"""'~-:;Nt; / i.6>~ ~t> ~ I /&", ~R ~~~tP~t:A-=rE ,,!I~~c.c? Y PIL-I'H.P'. ~t9NJ'IJCNhl~,p,py m~t:H4'~/&Ju.. Vld,eA r;dN. . ~ .. __ .,... 17.. ~ I!".. ....J,. "...~~ iJJ""'",V', .,..""....~..-' ~ Z VA"''''' A"t::" '--- ,----- IQ~m~~ Li.erly~-. ~nins~!~~g~,Q?2206;eaf ....~~.:.'.. ~.~.....=.=~~~~:.=.....~=~:=== Pag~15] ....-~v_ ~.'-lazaIl & Associates, Inc. FIELD REPORT NO: 56664 GeOTECHNICAl ENGINEERING . ENVIRONMENTAl ENGINEERING CONSTRucnON TESTING AND INSPECTION DATE: J,:; Fk'1.3 ;)dd~ PROJECT#: /t1~-t)n3' PROJECT: JGIIEH~ II};iVD 1i!c/lI'l~U~Y ILl). LOCATION: r'H/NFaeA- t"~~t:.~~ KRAZAN PROJECT MANAGER: ~8 CONTRACTOR: ~~~ JURISDICTION: ",- ~#~&U.s PERMIT #: ~ I ~ ':16' INSPECTOR: ~ ,7~E ~y WEATHER: dw::.Arr TEMP:rl /.JHILI; ~iV d/Y~ .,,::.,;e t"AI~6re ,Pt-lJcc/1llL/vr- n;t/,S' TH'.rl';(C-nJH ~8,S'~RII~'() Af'K~"tI~r".# ~, ,I)~"ces-~;::;'~ WHrC'1( LIIV'€ $/lu'OI i!J,e' t:~/t> /2.., "/#E hlIt7'r/tNQL b';:hV~ ~KC.~c/ArFJ:> aH~If7Z"p /!)r B~K rD PHRK"Rd()w^, t!J,f'~4N'C jPIGr- ~t!JNr:if.IA/I..vt&. P'dct(,J>G~.Ij C:-O~5-r~ltL'r'I'--'N .b.lSO~J5 J t:.1I""CAGT'~ .-Nn N~'"v~y' rHn I't'JA""~1f'N9~ 1'$ UMfulrAQLE, ~;Ie f._1St "5 R"AcKMUI To the best of my knowledge, the above W. I Wf>.S NOT performed in accordance with the approved pions. spedfications. and regulatory requirements. Superlntendenl/Representatlve: TeChniclan~ )~< '-. (9091 974.4400 (253) 939-2500 (3601598-2126 (4251 485-jJ,9 Revisen 0 l4l · Effectiw Data: 8116102 215 West Dalcota Ave., Clovis, CA 93612 2205 Coy Ave" Boken(;.,/c/, CA 93307 1025 Lone Palm Ave, #2E, Moc/esta; CA 9535/ 545 PcrrolfSI., San Jose, CA 951 12 5808 Pric.Ave. BIcIg. 1016, McCfellon, CA 95652 (559) 348-2200 (661) 837.9200 (209) 572.2200 (408) 271,2200 (916) 564-2200 4221 8rickell 51., Ontario, CA 91761 1.501-/5' 51. NW SuiltJ 106, Auburn, WA 98002 20714 Sic,. Hwy 305 NE Sui,. 3C, POtJlsbo, WA 98370 19501-144' Ave. NE IF.3OG, Wooclinvi/l., WA 98072 I I I James Lierly - peninsula college 032206.pdf i . I -~-=: : pagem & Associates, Inc. CONTRACTOR: FIELD REPORT NO: 57485 WM-!O II James Lierly...:.~eninsula coll~e 032206.~df ='."='== , ._._ . ." . ~. '_."F' F,., Pag~ 1 z1 L~V_ viiiluazaIl & Associates, Inc. FIELD REPORT NO: 65971 GEOTECHNiCAl ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2. 'I r!ttl "'tJt1~ PROJECT#: ItJ{, -t!JF/.z, PROJECT: SG/~I'lUL AN~ ?Ze.H'Wu.'tlr BGf) LOCATION: ,PLNINF~ t:dll:,tC'~& KRAZAN PROJECT MANAGER: J~ CONTRACTOR: tk'~ JURISDICTION: pK AtiV~~.eS PERMIT #: 6/ ~ YJ' INSPECTOR: ~j4/ $,€t~r WEATHER: a&;lJ/ TEMP: ~3 -~ ~lIh~ ;7;1( sJ'~t:I"~ .fAt.F;D~c:.r,diIJ d~ tfl!/N;'~C€"/J LtJHC."p~7'e /hIf~,HtN/~ rl'f/s ~"r" /l"~EMKNr-1J' AT' ..4JD-r;",~S 41'/ s: e ~/N~J ~. 3 ~.J:~ #p.(J .7':3 (,,,,4. S:8 ~ D.S" A'''~, 7'H,c 1AI~"oltdu::.>S' /n~ ~iE',,_ ;t~ flJ'.J rf( r'7'f',r 1UJ*~ (rdP -r1f"~'"~HSc 8A~S) A4'I?L t/~~/~N~P ~ 8L /"""I"~cG. &/.N'".eDII.c.r&llE'tIV, t'.4~,c~~If>fS' r:: S1'~UG ''-It..il.iI-~ ~~.,,"'Nt;'S". 2" YAItOJ IA.l$Jt~ r~~d.e.o.8'~ ~1I'f ,P"..,.....P. tlkc. t.~~v~rt:: tdAs ~"I'(f'(U./~~,t) gy ~~C.NAN/<'A'- tA/.i'~~r;tJN'. t":ANC~erE /,JAS ~Sn!"o FtJR 7L""j>eItAruRE "'Nob .$L.UP//': ;!)N~ s.IICr t>~ HiLte C()II1YA.~.J'S'/~# J""~U'J'/.Jr-..tE ~"$J':" Rf/.t1'"~ENr:.c' (~HGRfr~ R&h~/ I~P~Y ~,f 7?rr ./).ArA I Equipment/Asset Number(s): To the best of my knowledge. the aboVf@/ WPS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superintendent/Representative: Serving the Western United States ISOI Fj~/d Repor'.J<< Revisiun I Effective OaIC: 5/25/0.5 ~Krazan & Associates, Inc. FIELD REPORT NO: 65899 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J - :2 2 - tl {;, PROJECT #: J 0 (, - tJ 0') .3 CJ PROJECT: rc... SC/~NC6 -6 7:tfC/-I1fL4. LOCATION: jft/2. Ii L.,..ftl~;.c:?s;;nJ I3tvtJ. KRAZAN PROJECT MANAGER: J 1'1?1f. CONTRACTOR: /},.,,1" 'rJ6d Ld'f PERMIT #: INSPECTOR: WEATHER: TEMP: !f/IlZA~ ~?/ t?~ .S;/~ ~jJ~ saVc.-a.(;f/9L ~~~L /9N,d i#I5L t:1/;){-- /N.sP)~ c-7/prJ /1:.> If'~ tRt.I~Sa~ Ll'f C:.9~J/</1cJ'o~ .. 1f1E~ I/h U/?-II V; /;JJ/~c~b7 W.tC#.S': . @ C"T, A wiLtflf orJ 2,./1/ J.f.//hl. fir Gill t . C-/I/.'1/ CJff/iI~ -pL ?-,/II wf-t/-J.f /t;?c;!'b7 L-J;'rll ~ 7/;:t x.:ygz't Lli /h4'tft( 4~/hf/:(~;J6- 'F. ). Ii wL~ It .J / )j -f;. 1:/1 C1 . LJEvtl /1/ J.J~ C.tlL(,(M;J flAf/5 -' ~~L.4~ ;- /.5:/ .L.it/~L /f,;J;t;' tI/;#/5"f g/,4c;{ /~4fr7,6' w~L.tY'f /5/ T /'1. c,' n4C~bl WI/J/ ~?//-? x f1/' If'! att(; l.J'frJ/;-H @) fA //;.t,t ;f'~#c6 /~/1Yh,C' w!5-Lbi5 .2~,(J Lbt/6i #r G//J.p G/lt? JfJL/1c.64 IA..I/III ,6'?lr-ff x '%'1'1 1ft; }(~NrJ6t'~ ?4/Vrz 'Lt w 6l.'-p w6Jt~ /<'''' Ct' /77 .?f) ...,... L7 - / 4,tJ f1- _/;:.LI-k _ cS>/Lvtc/ur-.4l /\f //;,yr tJOD2}1 Equipment/Asset Number(s): :> the best of my knowledge, the abo@ WN3 NOT performed in accordance with the approved plans, specifications. and regulatory requirements. v~ -intendent/Representative: TeChn;cian~ t[~ Serving the Western United States L ,~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION OUU219 DSA FileJAppl. No. OSHPD No. Permit No. elt 7'~ .J-)2wO? PROJECT #: JOb -. t?5/ 37' . PROJECT: .~c 5C;k,Nt'~..J 7/Jcfl ;:fLIP- LOCATION: / .Jt12 Ii J...At1A /.tlf";E~ /? LVLJ. KRAZAN PROJECT MANAGER: .J: /h. If. CONTRACTOR: 1/6/Yl t? 1.0.R.: 19 . 1/1 T ?J;1/) PRESENTATSITE: ,6/(;[ c.:,!IPnl &0. COPIES TO: ~,4.:?J6c:,./ m/9,J46Jf;f WEATHER: /'/c lr A'4/~ TEMP:,)'J P o STRUCTURAL STEEL ~ / SHOP WELDING ~ V.T. Item(sl inspected: C. J. /! W 6t-~..5 , 1..2/iI ' g'{4?e. f~/lrM;fj' . IS-/' ,L/~vbL ,4J (!}(/lCI! r,.e/1 /J1J5.j J.~~ J..6vtt A'/' o MATERIAL 10 0 U.T. 0 M.T. 0 P.T. 2.n1-f L~{,Ib t #7 Gill. t , Gill, If ~ G~8'/Jo.p , .fICf I Jill / fill? .{; .z /r. t crill I {;/IO' . Location: dtt:. W/~tt/5 /L.-#t:-6P' bv't7ll r"e/fll~dl 0 Welder qualification/certification verified for: J8J Position: @" ~RH~ 0 Filler Metal: (1/7'- ~ E 7 ir- t ~ Process: SMAW SAW 0 Other: I8J Weld Type: ~ dJ? P.P. PLUG 0 Other: 0 Weld Size: 3/16" %," 5/16" 3Js" 0 Other: ~ Codes: @ AISC TITLE 21 TITLE 24 USC AS ME D NOTES 0 DISCREPANCIES D % COMPLETE s~,€. njtd' /~~YI p- ~.Jg97 To the best of my knowledge, the abover;;:;;/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 4:tf~ 423 7 Foster Ave. Bakersfield, CA 93308 25478 74th Ave. S Kent, WA 98032 275 West Dakota A venue Clovis, CA 93672 550 Parrott St. #7 San Jose, CA 95772 723 Commerce Circle Sacramento, CA 95875 L ~~KrazaIl & Associates, Inc. FIELD REPORT NO: 65898 GEOTECHNICAL ENGINEERING . ENVIRONr1ENT AL ENGINEERING CONSTRUCTION TESTING AND INSPECTION E: J - .2 I - 0 & PROJECT #: / 0 1:,.- 0.,5-/ J '7 PROJECT: t:. C. S;c. /tinl~"; <6 1/fC;/1 /?L.#. _OCATION: 1-.5'02 I~ L-;91Ar<14Sf.,J IfL//)1J KRAZAN PROJECT MANAGER: -::r /1? /5 CONTRACTOR: vtf//h 0 JURISDICTION: C/f"'1 t?r ~/;- hNt~L/~~' PERMIT#: & / t 4rfl INSPECTOR: /1-. 1/17iJ/J? WEATHER: O/C TEMP: ,SZ c.- )(//lZ/l;J ;(/t/ t'?...J J/J!; //11:; Oj~/z hr( Jt;(~/c..ltA/'4L Sa.6c. .4~~ W6L~/~6-- j"JS/~C;J/~;,)A.> ~Lcft.1;!S'1i5p7 If'! C.?~7X.,fr;,70x. . /(;(/1Z,4J /6/ t/;JU/1LL'1 /M.J/{1L~/;t<:? hJ6i/J ~ " j sr LJf i/!i:1 fllT 2. I:: .... HLL w,6t~.f j)L4C~t:J /lcc;o/,,,t//;,)t.- /0 /////",(:/6&7 ~4;J.s 11.,;J~ A//l/ZA'J1L6 ,5j,4~LJ/7'~~3' /f6r?/< ;r; S7;<(/IL/6(~4i ~L~/?/ /:7oCJo:2../~ Equipment/Asset Number(s): ) the best of my knowledge, the abov6!Pi WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. L1perintendenf/Representative: TeChnlCi04 if' ~ Serving the Western United States I L_ /501 Fjeld Repurt.doc Rc\'isiun I . ~I'-razan & Ass oc iates, In c. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION OSA FilefAppl. No. OSHPO No. l JCo/-? Permit No. 3-:2) -06 ...IlJECT#: / 0 t- {?.s~/J1' PROJECT: ;? G, SC i6rV615 -6 16(.;11 ~ - LOCATION: /Jv"L t::- L4w;( Idl.5L) KRAZAN PROJECT MANAGER: f /?? ;;1'. -'TE: COPIES TO: WEATHER: CONTRACTOR: .;fL #, ./ C-1/p7. 00 STRUCTURAL STEEL 2SI@ / SHOP WELDING ~ V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. It.ml');"',.e"d, 1.. " w.6A /J~.4 C,E. I" M t:'2e .C .""rollfc-//.7"'.s I J:r L~ t/ LL ::~ (;/10-4-.1/"1. L1~/t"e IJIf.4t:.L. rAAfrJ/ e:.:;rl";;!~1/0;-JJ .4/ /-1/10, u/A:t~ tf/C c.? //f",(m.1f. Co.nl,n)tc-~JtJ;.)~ ;;.,,;0' A;!.v~i. C/() /Jr/;t:?/ if,2/// iIf.2/J2, C . J, A kJ t5 t #'.5 /( .7I? /~ )., if. t/;t L .4 :/ .1'/1. 7 J i'/1/, .r f / II ~ 1/ I, % ./ ' Location: 0 Welder qualification/certification verified for: ~ Position: @ ~ @RI~ ~ 0 Filler Metal: ~ 7/-;-;t .p I!?/T-~ ~ Process: SMAW ~ GMAW SAW 0 Other: ~ Weld Type: ~ @ P.P. PLUG 0 Other: 0 Weld Size: 3/16" Y..II 5/16" 3/S" 0 Other: .~ Codes: @ AISC TITLE 21 TITLE 24 USC ASME 0 NOTES 0 DISCREPANCIES 0 % COMPLETE .J'klf h~t..cP ,,<?~,/#y'/ -t:f GJ~'1.? To the best of my knowledge, the abov@'/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superi ntendent/Representative: Technician: 4 tf ;ik 4237 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota A venue Clovis, CA 93672 (209) 348-2200 550 Parrott St. #7 San Jose, CA 95172 f4nRl ?71-??nn 723 Commerce Circle Sacramento, CA 95875 (Q1/;1 t;/;.d_??nn -"""~~Kr ~...:= -:"'= azaIl & Associates, Inc. FIELD REPORT NO: 65 B 9 7 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 - .2.:J - tJ {; PROJECT#: ,/ ~'~ - V,)') 31 1 PROJECT: /:Gr S L/~dC~ -6 72cl/ getf', LOCATION: / )it Z t!. L,1I1/(/#5;[".) b'l.t'lf'. KRAZAN PROJECT MANAGER: J /h tJ CONTRACTOR: V Iff? 1,7 JURISDICTION: C;"-1 pr ~/1 PERMIT #: ~ &;/ t' t; ? INSPECTOR: H -?'4J#)rI WEATHER: //" //rJ?c L,I}.5 .,--- ,. TEMP: -..5 t/ J{ M 24;) k L/ t1rJ 51 J-~ /i-ll~ f5///7/.! r/d ._('l/fWC./u,,-e,4L .5 lL61. /lAId' W;[LP'/;Jtr /9.5' ~taUd/6~ glj C.9nJMJ1C70/f. j(~,1?,4.AJ ~;5/ iAls/kc.;/~~ wpt~J /lr,' L ,;)wi~ cL J% mJi.. STL.b.V.61.. /; /:f!/fc ,/ X~ ,4; If r /....t'l/6L G-/IZ <:?) u//it,< 1?~4c;:: ?~4~/t 1.If' L.JEV/Et /1/V~ L-oW;!~ p~/!C:Jf //(#/h~ ,47..2.,n/# ..L~vfit. /17 G///~ if'! t:Jot,(t- ..5'r;-,;;// (jj) u//,6'~ tf/.4c;t 1~/hD ~ ~J?/ 1. ~t/.cL /1:1' C/;v "" C/f /14/L?~.",; Jp/c. {P,I<; . (?y )(~~ G#~/Z. (gl c fr wei,tf/ S ~,Jvr J-J5I/i5-i .4:/ r::- //2 ~ &-// I " /t:? / 6121J1'~)I.. I? m4~11 /7J""':.e2 6-, C. 0/ tv6?r::P.5 /"~, C;EP' wirll ~ 7/i-t J/.s;/', /1L-t.. t'J?/#6'~ wI! L#..( /t..,~c/~# w/:rll /..~7/ 7=,,% %/: /9tL- 0/1711 ~ tI<>~ ff;.!.4f: /J14. JO~ 17',,/ bY / ,b!PEc f( //;1..) ;t ~"ErJ a 4' c~~ 4.n-):J9 J~ c t/ ~ ~ tf?nJ f(;o/ /~PA 9-)2 / g-~ L~'....;;U A;{ r~.< -J::; S)/C PI c- ;/?1 /4L X..6',4or/ "#: (5 0 0 2. J 7 Equipment/Asset Number(s): I '0 the best of my knowledge. the abOV@ WAS NOT performed in accordance with the approved pions. specifications. and regulatory requirements. il'- -<intendent/Representative: Techru~ tf. ~ Serving the Western United States ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION n n 0 ";'r1 7. . f .! . ''''.1. . DSA File/Appl. No. ~' ; ~ I o~ OSHPD No. ,., ~ t 1& 'f-? Permit No. PROJECT #: PROJECT: lOCATION: ~i110 .4. I 7P fi7 PRESENT AT SITE: 131ft! c-I'/ j;...J L.';; . COPIES TO: v<;:r /' C-- 1'176-"<' WEATHER: l: TEMP: ~ CONTRACTOR: I.O.R.: UI\IE: ~ STRUCTURAL STEEL ~@ / SHOP WELDING./ JXI V.T. Item(s) inspected: B ~,4 Gr- ~ C/q -i 1&1e. e .:f / ;(:1t'/ J...6v,t L o MATERIAL 10 0 U.T. :JI -6 2d;:;' L;{.t/6 ell/ , C-,/) 2. ~ /ttJ/ ?, 2 Location: ~ Welder qualification/certification verified for: /4/1/rJ ~/I( /:l 6.-/1.111/2 tN/lPp tJtJ '17/';' , ~ Position: ~ ~ (OVE~ 0 Filler Metal: tf)/1-6'/" 67/1-? ~ Process: SMAW GMAW SAW 0 Other: ~ Weld Type: ~ @ P.P. PLUG 0 Other: f8J Weld Size: 3/1 6" %" 5/16" @ 0 Other: ~ Codes: GiiP AISC TITLE 21 TITLE 24 USC ASME D NOTES D DISCREPANCIES D % COMPLETE To the best of my knowledge, the abo@i WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. S"l)erintendent/Representative: Technician: ~:tf~ 4231 Foster Ave. 25478 74th Ave. 5 Q",L-orcFiA/rI rlJ Q:? :?nR Vont W.1 QRn:?? 215 West Dakota Avenue rlnvi" rA Q:?1'>1? 550 Parrott St. #1 C;",n In"" rA QC;11? 123 Commerce Circle .C;",rr::omF>ntn rA qC;.q 1 c; " ~ ~Krazan & Associates, Inc. FIELD REPORT NO: 65896 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION JATE: ,] - ) 7 - 0 & =>ROJECT#: It?"" 0.5.J131 =>ROJECT: ;;c, SCI/':Nc-e -6 76CII di4. _OCATION: /..v 2 ;[ 1..4u,(}#.5'~N lit //4. <RAZAN PROJECT MANAGER: :r )1? tf CONTRACTOR: t.J ;! m b1 JURISDICTION: c/r'1 or /drY /tAlt-cLlff PERMIT #: bib If.? INSPECTOR: /1. /dlvfrJ WEATHER: tJ / c - &> TEMP: ....s c7 J{,,{/1 2/N ~f/ th,} S/:r;5 A$ AI! {)t{;{.s//!p; Lf'7 C .:;,J/~dc/C?,< ~,,1J< ~//:u c.-rt1x4L S ~hL A'N~ I/f4L,c:l/dtf- /;,;.J~/3'c7/~~ , /L/' /;';.5 /~ (~J' 4 &fl /5,(/1{;[ /:;/cA/Yl1.! -b O;('AC;; 1:,.(// /hIt C.,;J,/I.Itf c;ld;( ~I.,.? //'3' r; C? L.i.O'hN w6t. /I~t, . CD i...1f//6( (fIfAc.-t'f /~r</1/he. !;,f;f. /..; /t,,If;'":{ C".w~fc//IJ".v.J" CI./'-'e /!/7//e;"( "'/7 ,/ q -1.1.2: J - / / "'>1c//4 t r .J ,.../F, ..II L 1:;.1/,- t (!) L O/A.'hA P,(,1c;t!, r'tf/lJ1?E,I' ttt Jilt' r..:? hpf'TL (IJ;.J.;JIfC. 71JJ'~.,)f C 1.1",16 ;5IT//~^ SI~L o/~ 1,.5 LI/J;t 2,.;# L~IJLL ) J..:J/A.I..';( ~ C_ L ""f. ?;-/i;f r.7 L:.>ttl/l1~ 8ic; M Lt-VliL.5 1111 :.;&~ / !], I tJ I1.J" / ~ /l,.r; i 2- 1fJ1 /lIL I.,,J/(.-//{ {}/7/!."';1'/i/"")L# Alfvi/6 w/:6IfL. JJ,.7;J/ft!'! .tJ&7W~ S/h/7'#, ,J inl ~ 7 / r:.5 f6 Y' /,-11',,< /{, W 11'11 /;( tt /16A r.. ALL W L 1-# .f' t,..J 6~ ,6' /l L C 6'./7# ~Le J 4LL C. J / / /?-7P/1?h"J/ C?",)/Vb (,//iJ)-J-S (..";-.J C t.1:";6 -f- 1A/A'/1h~? ';2, /loLl CLJ/J 'r;(.JrYJ If- c. L/'nJ~ 2"../tf/l L~I/;5L pJj/.rV6' t!f~ /J'J.d',t//(' d~frl5:l~:),dJ,- t-fJJd(; ~ 7/rt h,e /htfJ/1?,ef.,v1' &"rlrz/. -b / -/JA ~ //'/8' - r./A Ci/~ 1'/cc.fl!f<!';r w4S t(r~#'. /ILL wELP'S LrJ-c..<6 .I' Act::6 /;rJ4?,OJL~. bf6~L~ '/0 SmuCrb(.I~4t. /f~~')r/ -# 0002../~ Equipment/Asset Number(s): ) the best of my knowledge. the abov@ WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. I' "intendent/Representative: TeChniCian~ -jf: ~ Serving the Western United States . ~I<razan & Associates, Inc. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 000216 DSA File/Appl. No. OSHPD No. t 1(P Cfff Permit No. .....E: J - I 7 - 0 t PROJECT#: / 0 b - tJ..> / 3 1 PROJECT: I: C. s c diVt.,i!. -6 r-tC-I-I, IlLiP. LOCATION: j~v 2 1~.1.4t1rf./L;5"t,J !fit/,#. KRAZAN PROJECT MANAGER: .:r. tJ1 /? CONTRACTOR: t/ I! ;1/J t? I.O.R.: /), 1/; /b/P? PRESENT AT SITE: f tf It C- /J C~ C t.J, COPIES TO: /;("..T,f.c; P??~. WEATHER: O/c. TEMP: JO e; ~ STRUCTURAL STEEL ~@J/ SHOP WELDING IE' V.T. 0 MATERIAL ID 0 U.T. 0 M.T. 0 P.T. Item(s) inspected: /f~r1c.;! /~4m;[ ~ IJ/4G;[, ~,(/?/P7;{ C(/rJ.rV~{';OA /2"tte 10 L v(, U/h.rJ /.>' -I A;,;t!? L~v6L. ?~:JPJ /1 rll/tL-l C. L,',..J~ C!?.rl?/L~U. dkCt5vP. /01<.. U~/L~ 2;"1# L-;;'i/!tt.. t/ot.tc' ...s~/rll Vo/4.5 W,ttl//f,( " CO/,...b m PY'?,€..n/7 C&l,J",J~u71 ;;'r/...( ~i C 1.1'..J6 C4,)'V? /'-15-76, Location: J??4,I'f,t( 4ti/l1...57'/1tJ~ {, v-/rtJ we Ltf7/t.<' 0 Welder qualification/certification verified for: IKl Position: @ ~. HORIZONTAL c.?VER~ 0 Filler Metal: ~ Process: SMAW (FCA'V GMAW SAW 0 Other: ~ Weld Type: @ @ P.P. PLUG 0 Other: 0 Weld Size: 3/16" %,. 5/16" 3h" 0 Other: lS'1 Codes: BY AISC TITLE 21 TITLE 24 USC ASME 0 NOTES 0 01 SCREP ANCI ES 0 % COMPLETE .sEt! h "6,-/ ~~ /:, /1' CS&'1& To the best of my knowledge, the abo~&1 WAS NOT performed in accordance with the approved plans. s'pecifications, and regulatory requirements. Superi ntendent/Representative: Technician: 4f~ 4231 Foster Ave. R;//a:m::fiF!/rl. r.A Q8.1(JR 25418 74th Ave. 5 Kent. WA 98032 215 West Dakota Avenue Clovis. CA 93612 550 Parrott St. #1 San Jose. CA 95112 723 Commerce Circle Sacramento. CA 95875 ~5KrazaIl & Associates, Inc. "rOOij FIELD REPORT NO: b;] 0 .:J (-j GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: :'S - I S' -- 0 C. PROJECT #: / t.? ~- tJ S/ :J q PROJECT: ~ C. UC-:/I. ;J U. LOCATION: 15"'02 i.. LA?/~/~.5~r) lfi~Ji1, KRAZAN PROJECT MANAGER: J: /Y1. ff. CONTRACTOR: V 6 /YJ i/ JURISDICTION: C::/1'~ //.c. A/I /1"J?LL~f PERMIT #: . t / C; tr,.Y' INSPECTOR: /7 /.4~m WEATHER: /.// c:. TEMP: JO ~ por LevEL /24' c::~ p? Equipment/Asset Number(s): o the best of my knowledge. the abov~ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. j. 'intendent/Representative: Technician: ~#A~ Serving the Western United States 1..,...'01 I .. _ I \~L.)oI) "'''.T~-L.VI U " -' "----. """"",' '''-'' ".....-' '-..-; .'-' ''-..' ....._A '--",'1"" '.......~ , , '''-.~ ..1"",. Y '--.,. ~KrazaIl & Associates, Inc. FIELD REPORT NO: 65893 GEOTECHNICAL ENGNEERlNG . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION )ATE: .S'- ) if .- 0 h 'ROJECT#: 6"/ 6- Os-'Jj~ 'ROJECT: h ;;Vs(.(t/l C/iL6? /Lei!. &P'. .OCATION: /,),J '2 ~ L",fulf Jd,5/[) ;Jii/JI: <RAZAN PROJECT MANAGER: ::r mil CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: c.-;: 1~k . ~~7P/h 4dtk/ tfJ TEMP: ..J-o Q /1'J?/J 2.4/1) A'~/ ~N S}J-6 lJ./iJ #H'/L. A) ,;fit dJtlJ!5 r~bJ 11'-1 Ca~Udc7b~ /~olf ST/ft{ C /t/I<' /11. S ;-6'b) /1nh:? gLlL 7/",)(/ /nJf/d'C v~;-Jo' ,4L/ I7IJJ6'lft/~bl Sr,k;(L ~,f'/.c-7/t-w r;e.'J/h /l-/l /9-/2 L/vL..5".. S;-~L'L /. ;....11 VI / tvJ4.\ &fJl.:?b7 /I.h; ALJlE',.('d.J/v.rJ-.J /t/-6,e/,:?c ~ I? J:t/ tPtlt.~,;(t/6~ ff:.JLT /:jSI4I.L..4:r}p.;J A - r / ~-I;J L'/;';~.f ,fo?t?r p :2.N',p /Lvd~ L~t/;(L ,;'?/f",/&",...< ~:fL;:d6TI/ -b C;~,It:1c 7-->/.& C'::;/P1/cL,7b J , Equipment/Asset Number(s): '0 " ,'" best of my knowledge. the aboV@! WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. iuperintendenf/Representative: Technician: ~ 1'1' ~ ...,a-"",. ..""1 ,""tL.Yj ""t..,...,..L...J/U ~. .-. '0---- -.~ .~ .....~. ..........~. "~' -'-""- "~.::!: '0--.- '0 ,:- 0.,- .......- '---:: ..1'1.. Y .'- ~Krazarl & Associates, Inc. FIELD REPORT NO: 65891 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: U f frJ tl t:O;-l.J';7: JURISDICTION: ell'? ()~ /0/'1' ,4,..;&,[ t~..J PERMIT #: t; / 10 if t LJ ..-.-- /7 .-/ INSPECTOR: n ' / /"7' / v/1-? WEATHER: ;:1/ c. -"" .' TEMP: ..J b ]--/3 -00 PROJECT#: II? rn - &,s/1 q PROJECT: fJ;iN/~>t,.fL/~ C /LLt!t;:; LOCATION: 151;-2 6:. LAu!'f //:J~/~~ 1!4. KRAZAN PROJECT MANAGER: ,r;1/} /J .1f~12r1,,} ;fIE/' IlW ..51';6 //1/.'5 ~/f';Z .4.s' /Lt?tlL~1/f/? g';/ C~;Jhfdc-r~fi ~/( .sJ/LI~/b!/At ...5J~.cL /i',.,J~ tl:-~i//~/... /~,r/,,-5c7/;',,) f)1tJ..>7' /fit crE~i #,,(I3C--;;Jt1 }~('I/<, 2/l1u AiJ~ /v{.?t~ .LEt/cLs /XfJM D-/'/1.J.2 L/rM-.f, M:r J-r~ E..l /';J /L/4r~ w//'/I /1'18 J{L i-//" 1lv17J, ~ iJtt~/;';I..: /J{,.o".),e. /1~ / /..//s Ii ~ iE. . . /~/' Jf~vi6t.J6;:P (;'.€~i!~lJt ,(~J'cCJ( If;!/ /~.s/&t,7I!.tP ;1,?'J!. ..f/z~ /tnJl/' ,Sf".)/tfC;~ /!J~ W6LotJldt, {,()~5t..{/h/1. /::;~.JU' ,;tnt/"5 I .19 /JE~~/'?'1/',)G#' /I1~'I w~;(~ ,<;Io;(;5f) /J/PJfp/'I1/~/~i;/ u r IJ r l" J~ .4 r)/If ;(. ! Equipment/Asset Number(s): I L lL. ...a best of my knowledge. the abow(!!fj7 WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements, Superintendent/Representative: TeChniCian:~{ If dr.-z;;:;:;J & Associates, Inc. FIELD REPORT NO: 57 4 8 5 ~Krazan GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ;.. 'I rlf'# .< ()~ 6 PROJECT#: 1&6 -t)rlJ'! PROJECT: J"~/OI~~ Ant} '71:CIIIVPLIl~Y ~Cj) LOCATION: f7ENtKfIALA ~(,(~G.,e KRAZAN PROJECT MANAGER: J/? CONTRACTOR: W I/JAO JURISDICTION: n ~V~,ct.~f PERMIT #: ~ I~ 1f INSPECTOR: I? .>~$ L Y' WEATHER: rrz y' el.tjU() T' TEMP: 7'~ J ~N .l"11'E ~/JI? 1?~/,N~'ltcL41hNT fNS~$'c...r;P/V ~~ /(J() 7/#6$", r:it.-;lJ~1( / g~lIJ~L.fJ A#/J /NIfCl. ~dfl~AL. ydwt:Lr /!r t..,,v.e S":A ) w,T 1'-D -J: :I", ~II /5:1) .r: I 10 fij',o~x h. Y.. l4JFl 4- WF~ Hlft/~ (5"") J$~- LIJA/tGlreu?'NIlc:., -F,F4f/~"r.,..tS. (~f(N~R ?1l-~,r17e/t AT t:;.,~ ~.);8 PEA ~ /7/J"$7)/r 6) /yr J>t'(,".Jr~~f" t9N 1".8 ?~ If 1~/sr61, (,2) lR.eG~ ~/(. ~J"7:e~$ ~N s:~ .1'# { /,/~nl. ('tJ,fN~ P".J4frf/l Jll-r.:r;'J -r $"':fJ p~~ ;l.c:J/sn I ~ WF:t. t/I!IlTS ,.. ~ ~5'A-r/2, vJ~4 I/~K1J" .#,5A-r~, 1'{l...If$~ A-r:J:.? +-IP ,P~A. I~/sn)/ If",.,/':} 10/5101. R.e{N~I~~h4~r ,r~ CI)~~&~ ~;r -r;~~ .t:Jti=' f~S~~C-r,t!)N. hIVA~ Z"hr/L'c.r/lJN w/~ D~ . t!/)#I,ot..el"&P A 7 ~&8, .P~/6,1( n j7LA-C~~LNr "'~ 4f!!~NC~J!5I,iS" , :I:N RtIX/...5S To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. 215 West Dakata Ave., Clovis, CA 93612 2205 Cay Ave., BakersField, CA 93307 /025 Lane Palm Ave. #2E, Modesto, CA 95351 545 Parrott 5t., 5an Jose, CA 95112 5808 Price Ave. Bldg. 10/6, McClellan, CA 95652 Revision 0 EfTectiv~ Dale: 8/16/02 fhe- mf,mni.lllOn pmvlJed on thIs n:por1ls prepared for [he cxcluslVt: use of the client. This rcp0l1 may not be reproduced in any fOITI13l without the written pClmission of the client and Krazan & ASSOCiates (559) 348-2200 (661) B37-9200 (209) 572-2200 (408) 271-2200 (9/6) 564-2200 reChnlClane J2 t ~C~7 4221 Brickell St., Ontario, CA 91761 /501-15" 5t. NW Suite 106, Auburn, WA 98002 20714 5tate Hwy 305 NE Suite 3C, Poulsbo, WA 98370 1950/-/44' Ave. NE #F-300, Woadinville, WA 98072 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 Superintendent/Representative: l & Associates, Inc. FIELD REPORT NO: 56663 ~ €!Krazan GEOTECHNICAL ENGINEERING . ENVIP.ONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ~ l ~~ ~ ,2(J~~ PROJECT #: /~(,-O>/J~ PROJECT: ScI.1'NU HAlP LOCATION: ?6N'/A/ru(.~ KRAZAN PROJECT MANAGER: re'c##,i.P" Y C~(.(..e t:,L ft? d'U) CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: UI5'~~ ,Pr RA/F~G~.s ~ 16 ~~ 'p~N# Sce("y' C) CA.sf TEMP: S-/ Ctf)#cR&r~ ,/)~/9C.eM~#T AT &.1 -1-6 ~ .t.. m 3,7/ E. 7 + /E,,5': ~/""~iP,.pctr.. ~Nr 0""- rd~.., Nt; -I> (. '!:', /"R !.f.Cd'#t:::..I?;!'"re- ~4CE CtM/.fI.)CI.pA~tP ,p~ mec#41V/t:AL v/d12A r.ldN. MttJr;N~ PL,,~C.C.t> .tIy c/-/p,r$; AI'/'~KIHtArE'(,r .:l3 P/ttlf Of &~ ,.t:}/V~~'-eS H7/ K L - Y/J.?"S- ~t4c$". C~NCI?~7"~ ;r/i"~re..!/ ~".< ?;r~,,:'ERl9r~E ~N.o JL-U,.,.,p" ~N~ JlEr~;= ~6~ {'tP#f'f;IJ.r?~fS ) {TN S~P11I"LE,J CA-fr; e&;e'~lfe,va::. C/~ t1J1130 ~t:J,e ~e'.$:r PA/.J=}" To the best of my knowledge. the abOV~ WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. reChniCian:k 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 Revision 0 Effective Dille: 8/16/02 The lI1fOITTmlll)11 provided on tills report IS prepared for the exclusive use of the client. This report may not be reproduced in any fonnat without the written pemusslon of the client and Krazan & ASSOCiates (559) 348-2200 (661) 837.9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Brickell St., Ontario, CA 91761 1501.15' St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144" Ave. NE #F-300, Woodinville, WA 98072 (909) 974.4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 Superintendent/Representative: 1-- .. ~Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CYLINDER REPORT NO.: 09830 DATE: 2. ~ F~15 :2 tJIJ6 PROJECT #: I () ~ - ~ $7 ? <J PROJECT: SC/c"-lCE: ANI) ~C"N()I.06Y d~f) LOCATION: ~N{^,flA.Ut C~(,('E(;e KRAZAN PROJECT MANAGER: ::r B CONTRACTOR: tkMO PERMIT NO.: ~/~Y8 INSPECTOR: R 5/E.f:.l.- y JURISDICTION: pr ~~e-.(.e-.S" WEATHER: t::J C/t>r TEMP: ~/ I @ 28 days Date Specimens Rec'd. I~ ~I camp. Tested Break Laboratory I~Dset# ~~ Test Method ~ L-.-J L-.-J ASTM C39 I X I II 101 ID ASTMC109 D II IDDD ASTMC617 D II 101 ID ASTMC1231 [KJ II IDDD ASTMC1019 D II IDDD Other I I ] I 4. Shear [Z] Field Data Concrete I Supplier 11I1I'~Lt) Other I I Plant No. I I Site Mix D Time Truck # Ticket # % Air Mix Air Slump Temp. Temp. (in) (F) (F) II~. 7r II.oll5"/11 Unit WI. (pcf) III:,(~II A~:J Ivp.ry~ II NA- - Placement Area Location &.S- r, ff IN :1.1 6.;> ~ .:r t1~ ..t J I ~ J;Hf,Pt.E tJ A-r 11'lJ'?" E.7 + .e.r ) Ai..$tJ r/)()-nN~ PAl 1) 11 ~ r. Remarks IlLAc'!/) dY ,PUUf,l?, vnt/lA1"&'LJ . /8 f)~" S 'IA,ep~. W/c = O. 79 Please refer to Field Report No. rir r~"" ~ Inspector I~~~ Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. I ~~I'~l~11 I ~[ll]1 II I IDQ]DI II 110001 II 110001 II Rema<ksl Design Strength I o/t/tJO Max Load Area C.F. 101 101 101 101 101 101 I Codes for Break Types: 1. Cone [Z] 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [lJ 5. Columnar (Split) 0lJ Results Reviewed By Reported Batch Data Cement Type I :r - .0- I Design I X I Actual ~ Mix No. Ie.. '!tJ5,r I~ - Yo r.n e,mlb,1 ~or II s-n I F. Ash Ibs. ~ J iJ..6 c. agg. Ibs. c:=.::::=J - c.agg.lbs.21 l'ftfa II ~.71 I e'gglb,' ~;~" I Sand Ibs. 1.2 ~ S- ~ J ,.. Water t:!> 14../ Admixture ~ 2. 12c;;". f ~~ A;c Enl (,::EBI ~ I Water Added on Job ~ (gals.) ~ Field Test Methods ASTM C143 [3{] ASTM C138 D ASTM C1064 ~ ASTM C173 D I ASTM C31 [KJ Other D Test Resu Its D Conforming D Non-Conforming I I ~KrazaI1 & Associates, Inc. FI ELD REPORT NO: 5666 4 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2, ~ FEf3 ~dt1~ PROJECT #: /()~.... () s? $' PROJECT: JCIIfN&~ J/}#D '1i:C/lNdL/)~Y ''-0. LOCATION: I'#"HNVFtuA' ('c~~~(i,1Z KRAZAN PROJECT MANAGER: ;:,-8 CONTRACTOR: ~~~ JURISDICTION: 1"1 ~/V~&~.s PERMIT #: ~ It Y? INSPECTOR: /-? .$'C'E t..-Y WEATHER: d't:::.AS'r TEMP:r/ tJHIt.1; e;iV r7/r,r r~K. t'~AI~er€ ,Pt..IJCtME/Y"-- nr"}' T#J''';iC.~;,l t)8f~RI/~,(/ .4f1f~~v)4'r"'IJ# U. r';t!."C.~F> nR WRrC'1( t.../~E ';6""'-,10/ 12~ t:~,,) l:l. 7#E hI;f-7'"E/20f~L $~/A/~ ~KC~Ul'lrF1> aN~/.I"~p r;~ Bt-Ac..K TC PHAKdddr",JH t!J..e~~N'C J/?/Gr C~A/r~/AI'/A/#!: p~G{t.~G~7 ~f)1I(Sr~Z{L"f"/~N ~150ilt.J5 J c,D#~~rE "-N/;) Nrl>'#~y'. r#/$ 1'11.14 1'EIf'/;'}l.. /$ U^I..J'1A1 T;tQULE;" rBiC U.s-.6" J#f5 qHUCN l-tl To the best of my knowledge, the above WA / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: TeChniCian~ )~~ '-... (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., Son Jose, CA 95112 5808 Price Ave. 8ldg. 1016, McClellan, CA 95652 Revision 0 Effective Date: 8/16/02 fhe mfonnatlon provided on tlus repol1lS prepared for the excluslvc use of the client. ThIs n:pol1 may not be n:produced in any fomlat without the wntten pcm1ission of the client and Krazan & Associates (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 8rickell St., Ontario, CA 91761 1501-1 S" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 1950 I-1M' Ave. NE #F-300, Woodinville, WA 98072 ,- - @KrazaIl & Associates, Inc. FIELD REPORT NO: 65980 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ;J I r/-/5 ;l{;[&' PROJECT #: /()! - Cr/ f9 PROJECT: 51:1;:: N( /:- A,"') ;~.... c /-/__vc <.. 0 (; r I'~ LOCATION: rYN I^I:;", L-H CO (. t.. (.' ~C KRAZAN PROJECT MANAGER: :;- (: ,~j) CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: II~ {/ ,; .l'H 0 Pr /1/"-(;;/.:.~ t!,.<;-S ~ It. Sle i? ,- -;t <../ /. .,'~ -' . 7 TEMP: (I' t:' ~> 0('..4 :;T (/# .5/7/: /;J,( i?L//,/h.-:/t?C~(/)}CN/-r-' .L~/.>/l(..-C /"'0/\1 0/ lAyne.'> /IT ?'I('>~;.1ll,A... ['f'.']. ? , .c.. .:;- 1'-0 1-( , / ./I:>:':? C__II' (".::: -r r. r. /, /..::-'.f' ./"" J: / .' /t/.. ";/ /'~:.1'I'L(,/./.-:?;"lt.S' //v ,.Pi r}c/:.- /;.'r./.! Oz .7'0'!1'( ~:;~/ 5 rC. / SII-I'/, ~- /,x/I"-;;''''A'CL~/J(L' /</;;- ("'t:)"'.//~.r:"P/l-J rc 5.7,;?<.IC r I( ,2'/'")(. .Z;~,-~ ....-9 Iv.l /1 I &'.' . I EquipmenV A~e~NUmber(S): To the best of my knowledge. the abOV@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: /::J . (.... I ;.e/\..--1..-.... ) U '-. I Serving the Western United States RECEIVED TVC FEB 2 1 2006 1501 Field Report.doc Revision 1 Effective Date: 5125t05 I ~KrazaI1 & Associates, Inc. FIELD REPORT NO: 65980 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ;;"1 rr-l! ~ PROJECT #: /(JIG -- on ,J'IJ PROJECT: .s~/t&~C~ AN/) r...t'CNNtH_tJ (; Y g6i? LOCATION: PEN IAt ~1t.",4 U, ("'L~ ~e KRAZAN PROJECT MANAGER: fG CONTRACTOR: t/#J+1.0 JURISDICTION: f?r 19/V~bf:..S PERMIT #: 6/~ 'It? INSPECTOR: r: $"'~Gt- y WEATHER: ~ r,., s r TEMP: ~CJ 4~ t?/V ;-t'a h~ Ji'E/,vrb~UfflcHr .!J.tf/ll:CF/()AI e;/ tu~l~5 Ar ~,(ltJLIN4f: 3,?} ,e.r -ro 1-1, / -hJ.?.~ IN ~. ~ r r. 1) / / E, 3' .,tll J:" M". .y #o"IU"c/:nf~.f /n /ltAu A"/l .o~~/c- t;/ S Fa" ~/m, ~/#r;,LGLmLlVr ~NHIt'#lf ~ $"r,eut:.r~AL PA?~IJINd,.F. I EqUiPmenVA~Umber(S): To the best of my knowledge, the abov@ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: TeChnldO~)U S Serving the Western United States } 50) Fidd Rt'!lOrt.doc Revision I Effective D;Jte: 5/25/05 Th.. ;n("rn"..li....n ......w;.I...1 on thi..: r.,.n.-.rt i" 'UP....,....,I fnr ,h.. t"vrlm:.ivf' II..". of rh,. r1i",nf l1,i.. rt'nort nlav not he rt"oroducecl in any format withoul the written oemlission of the client amJ Krazan & Associ,,[~s. I " . '~~KrazaIl & Associates, Inc. FIELD REPORT NO: 56661 GEOTECHNICAL ENGINEERING ' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I~ r~8 J. ~l'/ V PROJECT #: /()h -(}5"I59 PROJECT: SCIE#C~ I'1NO -ncff.#t'1 ~&Y SU) LOCATION: I''!N//IIju~A ~bG~t:E' KRAZAN PROJECT MANAGER: ::r-S CONTRACTOR: WJ11,p JURISDICTION: j?f" l?/YdL~ PERMIT #: 6 / ~ ~~ INSPECTOR: I? cf"15..e:.-L y' WEATHER: CL6"AR TEMP: ~r- IJ}/ 51 d h,e 5.1'dc/JI?t. Llvfl"6'c 7f~N ~/ ,R//NN,{?UL) C~.Nc.R.e~ j?LAc~MEIYJ; 2#. /'t?/)U'.fS' E-r/!'HfI ~.reEJ IN fH~Pe~17~#' R&,.,~;t(' / ;.:-~ /7'7,?1)? I 17' ~a t?~7 #/iIlL LYUN J/e'A/h~.tJ ,4, r~1+(/~.cT~ ~NP e/JN/I)~1Y1 'f2J .J'''''~lA.c.rW?''k., P~'J4J(N~S. R-/9U'#1/$'NT /#/.5 Dn:n;- 4J,tf5 Ar ~~/t:>t.llVr"'? "cfi ~r J r /),,,-: r$. ff,.d~ 7'.7,. /)-:1..+ P,~ ~/JIII?':J e: 1'.. / ~o ~. E. r. :Y:l-o :1.1) ~ 9, &:..s- ~ I, I ' fA) If C. l.- A / 1. 2. , K. "J... -I" L i / I. /I J K...2 n L J L.] C;; 'l...-..,..o I t. e !OD-f/P' VIA.' /)IE~,P~~ AT &."7/:S.' 7?J /Il,l,~w /'ljJrsl~~(/~ rt:J 5.c P/,AC60 IN ~p ,p~ ~()"'IJV6 Iff'/O 1'..f.Pt/,PtE /~" "~C()#~,(er:e: l7~lQqJ, AP/'/(f)x /HAArLl..Y ~ B ~,qJ(j)S~,c ANGet.!5S COHGi!.Er,E, ;+1/x ~CJ~F, , ./ lJA.J' f'LI4~,t) Or 6tJl)nt /'VuM,q ~u t't)A/c~6r.e t...1~S C~N'J'4~ /.t)YIf7&!> 8Y PJI.eUA#/C,Al !/IBIfI97iDIV.. ,('~N~~/':' tUlfJ r~S'7Et) n;e ....,.6v11~,(l}ro~~ ~N'L) .r(t..o.-,;::: ~Ne ,~~r I!)": ~u/(. ~J11..P~~SSI6'Y <)A-M,I){~S ItJA,f" cASh RL%~c~ c~ tJ9J>;L9 H~ 7XS'T ,1)4771, 2/5 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 9535/ 545 Parrott St., San Jose, CA 95/12 5808 Price Ave. Bldg. 10/6, McClellan, CA 95652 To the best of my knowledge, the abOv~ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. TeCh";C~ )~~ 4221 Brickell St., Ontario, CA 91761 1501-IS'St. NW Suite /06, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Pou/sbo, WA 98370 19501-/44' Ave. NE #F-300, Woodinville, WA 98072 Superintendent/Representative: Revision 0 EtTective Date: 8/16/02 The mfonTlallOn provIded on II1IS report IS prepared for the exclusive use of the client. This rep0l1 mlY not be reproduced in any fOlmilt without the written pClmisslon of the client and Krazan & Associates (559) 348-2200 (66/) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 I ~I<razan & Associates, Inc. CYLINDER REPORT NO.: 09829 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /5'" ~61f :to ~ ~ PROJECT#: If)G -&~/l' PROJECT: Sc.I4Iet:. ANO 7EC,HNt)l.I)(;Y QL.u LOCATION: f/I(NIJo/5t/tA. ~t t6"u.e KRAZAN PROJECT MANAGER: J iJ' CONTRACTOR: I/~m" PERMIT NO.: pI b Sl8 INSPECTOR: F:' S Eel ~ JURISDICTION: ;>r AN(p,EU~ WEATHER: (" ~ /f /9-/( I @ 28 days Date Specimens Rec'd. Jt~ rCQ Camp. Tested Break L b ~ SetH ~~ a oratory I~D~~ Test Method " IDDD ::~~~~~9 t=j II IDDD ASTMC617 D II IDDD ASTM C1231 [K] II IDDD ASTMC1019 D II IDDD Other I I I I 4. Shear [Z] Field Data Concrete I Supplier I ;9i1"'4'tes Other I I Plant No. I J Site Mix D Time Mix Air Slump Temp. Temp. (in) (F) (F) Ill/, 7r 1[ilJI r1..II Unit Wt. (pet) Truck # Ticket # %Air I/:I}"' II A ~o IV~., 7Y II N /t - Placement Area Location .F&O";i./tJf: e: 7 I ~~ ~ ~ r- J t"", :; ., . ~ I c."") ,. , :1.1) ~>.,.." r r719""'~~O AT 3 -I- D. 0 /lN6 rr "r ~+~.)- Remarks f7t.Jit~P IS y P"f,H'~ C~IV/p(,I!l;lrr~ .(?r 1I1'~"7'I PA, la ~r ~ -= ~. 37 ~~~~ I r,qRAf. Please refer to Field Report No. Inspector Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. ~~16fC-(lll 1~~E81 }WD[li] I ID~D I IDDDI II IDDDI II Remarksl Design Strength I ~~~tJ Max Load Area C.F. 101 101 101 101 101 101 I Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [ZJ Results Reviewed By TEMP: Fs- Reported Batch Data Cement Type I /0 - II I Design I I Actual I X I Mix No.1 ~.Pt'l',.c- I FC:~h::1 I~ Coagg.lbs.1 I~ c. agg.lbs. 2\ IllS' 1" I c.agg'lbS'3c=J~ Sand Ibs. c=J /..2 {, l. water/ I ~y. Admixture~LY 1~8 c:z. I Other ~ AirEnt.(oz/cwt.) ~ Water Added on Job ~ (gals.) ~ Field Test Methods ASTM C143 I X I ASTM C138 D ASTM C1064j ~ I ASTM C173 D ASTM C31 [K] Other D Test Results D Conforming D Non-Conforming 5. Columnar (Split) []] ,- Associates, Inc. FIELD REPORT NO: 57306 ~Krazan & GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / tj r t! t3 ;;lcO t PROJECT#: 106 - (),)';39 PROJECT: Y{,/~NC.-;: /1,A/~) "TErJ.j#OL{':"b~' J,j/.t:'::o LOCATION: f/rt-/!^U-tA/4 (/J<:j ~""'0 t- KRAZAN PROJECT MANAGER: ..5 iJ CONTRACTOR: I!~~NQ JURISDICTION: I~/ /J'lg/<;, t..,~ .F PERMIT #: ,{; If-- (-/f? INSPECTOR: P' 5 .~- 6' L Y' WEATHER: 1::7// Y /( c t'IJ Y TEMP: -.?7 O/'./ J'/T[ h;< "ZA/- P/;'DC/!'::iJ 1f'///"I.Lc?i~C/://.'lI,J::Nr ..z/'/;;';?I.~Cr/o/l~ cJ;C /',()/I-' ;:'>NL! h<:F /);i.I/) t'OL tft} i.^/ ./"(;0)'//"''6:5, n/l"-:) .-'-:f';t' N:..K tJf' (~/Z . ,t:jJ(;7/A/0 AT :7-1 D.?):rL6 ;.rl1."~r-rF. ;:-1 ,11;;>-1: L/.)'!//Htl'l k~T,JAJG.5 AT =1.? 0.:) -I/J.fI /%1{\ _';:O../.{t>~I(L /0 '(j,../ S901. ./0,"//1'1/.-<0"'$ r0tJt'/,A/~ 0,"/ E.] i Z-_F I I -:J. -I';J ?i. 'l ?,~~ SnIt! 9./~ 5'0 I, F\)~/~) ,If PI? /,"-1 Pr.",.i( 5c).,(F-/)I/(.,f . (0'''-'711'1(.). ()t.1.5 !'t:tf "-'1/6 ~tJy. 9 E.F l (J l' rl.f,e J/p-f I/./J <ia/.' r.7 i /'7" 0) Pf( I? fr J-1.~llt{L (~. II) ()J1,/ :; 'Ie I . fi'f'l( I(' [r.- Y:;c/ J!jA/ .1,/. Y. J .,; ri .//. f( 1',.:;'2 f/> ro ,I. ClN,-rRfir >>,~ //1/- ."/Ii/'C/'.1f /J/ /)),RIYl/""V .fOH"~~("t':..7/e:.;/"-i.> a",' IrJA~t. /i...://vc .5 NJ1,~#" je" 1'/) N r,4 <. lJrJ/?-;. /J.N ./:-1/.5..//')/(1 He (' t!JL tr( (+1 "f 6'<; L. rf. '/:Y c- f L , .1 r~r>>c:, If) f( t L.J [ tJ~"PI': ,~-() ~,.l"()ff 76 (DN'C /f F7/-:-;:/J /:k~f?k~/VT t:J I'V - -f '7 t I. 5 I- r /, t; . . :J:/I;' T/?fN [ .T5" To the best of my knowledge. the above WAS / WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. 215 West Dakota Ave., Clovis, CA 93612 2205 Cay Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parroff St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (559) 348.2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564,2200 --. Technician: I /" / /:<1 -"\ _. ~>"( . f( 4221 Brickell St., Ontario, CA 91761 ) 1501-15'" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Pou/sbo, WA 98370 19501.144' Ave. NE #F-300, Woodinville, WA 98072 RECEIVED rve f E B 1 ~~~2rg&~~~ (360) 59B.2126 (425) 4B5.5519 Superintendent/Representative: Revision 0 Effective Date: 8/16/02 ,-- ,~KrazaI1 & Associates, Inc. FIELD REPORT NO: 57305 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /r rEg :2~tf~ PROJECT#: /~6 -tJnr/f PROJECT: SOJ!'NCAt AN/} 72'CHN"~~~ ~ /.f'c.,o LOCATION: I'~NI,yFfA.e,4 c~~~~~~ KRAZAN PROJECT MANAGER: ..r# CONTRACTOR: ' !/d~ r/ JURISDICTION: f?r AN~,t!"e;s- PERMIT #: pI t6 Y t5' INSPECTOR: ~ ..lEe ~ y WEATHER: P1Z Y t'~"t.(.~ Y TEMP:Y9' ty/Y f/7,c N~ PI-I"L/-I~~ ~E,NJ/T}-/ 7Jj'mN~ ~ r~/'/?T Jaltc7MA"I1c:. h~{., /tfD~ 5?f6r/.,t/;:~t.. ,P/f: n/"7"L'/t/~~ 1$ ~, e>if .lVrH~ ~,;:J.7/~VI&f . ;ytl/f-m~,e t1tJNfl#T /J#~ #,.,f ~E~# -rH~~CA(j#(,<<..I Ct:)~~1I> t9y A 7k~~/.,t"E vH'IlN~eQ ,h'"C ~AK'. r;~L PtA-cE,I) ",t).:rA~~~T 70 4'tfJr,.; .~/u> ,,/ :r.:l.. p,r- /"t!)t)TI/'I~. .1",," ~ //?(" ~C.s~ ~LAt:.Et:> ~49N1!:' 1:1... 1<.,,' ~ ~ . ~, / I/&N,)//Y 7/!"~n- /M'l../7J~I€'Q ;9/"' ,fAN?:>">>,! UJIr,,# I?t-c. ~xc;;~t>/;y~ 9.)% ~L dl.itIH~~c"'Nr: RL/'I!'R€';#c6 ('~~jJ~cT/#f!J;tr ;f'L/P4Ar l7'r'2 /D~ fff"- ..1)4-r~, To the best of my knowledge, the abOV@/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Su"",'o'eodeol/"ep..,eo'a've, Tee'oldao!, -:;7 ~ 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesta, CA 95351 545 Parrott St., San Jose, CA 951 12 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 Revision 0 Effective Date: 8/16/02 The tnfol1nall0n provIded on tlus repoll1s prepared for the exclusive lise of the client. This repOI1 may not be reproduced in any FOlmal without (he wntten pcmlission of the client and Krazan & Associates (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Brickell St., Ontario, CA 91761 1501-15'" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsba, WA 98370 19501-144" Ave. NE #F-300, Woodinville, WA 98072 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 \ ;' . f4~Krazm & Associates, Inc. COMPACTION REPORT NO.: 14582 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING ' CONSTRUCTION TESTING AND INSPECTION DATE: 1:1 ~[Ig (,{tJtJ{. PROJECT #: ,/ ()& - 0;- If J PROJECT: Jc I~',N('~ /iN,!) 7~r/",;JL?t..iJ6Y LOCATION: P;;-).I/''/>Ilt H C t~G. ~GI..-- KRAZAN PROJECT MANAGER:-~ i3 !/e-z) CONTRACTOR: PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: Vtl}lO L /6 t,.,tj', V ~ ..?c-t!-- / I p-r A/v? c .( ,-;- .S- ?I? 'T C/Ctf/..>Y' TEMP: .5 J D WASHINGTON DENSOMETER D SANDCONE 1XI NUCLEAR TEST D OTHERB 5? f 0' J- LOCATION MAP N J D Paved Areas (circle one): Sub / Agg / Asphalt M Building Pad (s) D Other D Trenches (circle one): Sewer / Water / Storm Drain fUtly Curve . Unified Soils Classification Max Dry Opt Density Moisture ;:;9 -riJ '2. -Z;j,1//:)1,()'7 '::-71' ,I c '/'1.- KI.o; ( ~/(t:. / :::;:.J.c) J/.t..I <:j:H/l7 If 1....// PIT Test Elevation Location (Comments) Curve Mode & Density Moist Percent ~quired Depth % Compaction /. ?,;, ~ :rr IPj -;{5 :; ((" /Y7- 9r 9 J 7 ,'; &' !) . :;- , , . :J f -;; .., .,1-' f. ;- 1 \ /50,7 f.e. q9 ( .l ~ ...... ! d. \ 1 1;J~.7 9{, \ ~ i ~~ J.lT' i ,7.F , I i '1 , q /.; ;. .)-. v , jJ1.0 /0.7 93 \ i \ r / I .- I /1 <( . r. "' I /;.,\g.o /1. .; '/7 1 ./ , I f. I ;-1 ,'(' I g,? '79. ) f ..! -I ! / J I. J 7. , 1/ A/.; { ( /.?J I 7 ,/ : '-. , , l- t /00 .' } '-/ ,J!. ',- J .1 f.l 9'1 -l t;~ a / 4<r -. /)/ .r <, ,.. , .) , ~ Curve Test Method;. , This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future Map Location: r - IFF 7 \ ~" construction activities or rainfall events. The compaction tests were perforr(led at the approximate o Attached Daily Avg. Std ~; J l/[; locations and elevations shown and indicate relative compaction at those loq~!ions. Horizontal and Count Densities , vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork Daily Avg. Std ,:7 or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture If j , ';(r8'J ~ approved project plans and specifications, Gauge# , -,-"". To the best of my knowledge, the above"~ WAS NOT performed in accordance with th:..ap~,roved plan,?",specifications, and regulatory requirements 215 Wesl Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott 51., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200, (916) 564-2200 /' Technician:.~, .:/'..,.,',', ._\..... _ / " - "---> /If ! r .~~(':FIVE'D TVC 4221 Brickell 51., Ontario, CA 91761 . (909) 974-4400 1501-15'" 51. NW Suite 106, Auburn, WA 98002 j:'j:' B 1.4 2000253) 939-2500 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 9A3~. (360) 598-2126 .19501-144'" Ave. NE #F-3oo, Woodinville, WA 98072 (425) 485-5519 Superintendent/Representative: ',' . ;:'._-:....... Revision 0 F.tfp.C'Jiv~ n~fp.. RIlIiIO? ! ~ ~KrazaIl & Associates, Inc. FIELD REPORT NO: 57304 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 rE8 ~~tJ~ PROJECT #: 10" - ~S-15'" PROJECT: ,fClp,NcL ,41117 rlfLIINt'J(.()GY $l.-P LOCATION: f'lfNIN.J'(,I.1..A wt..c.E'liE KRAZAN PROJECT MANAGER: T21 CONTRACTOR: ~6 mo JURISDICTION: PI ;::;fi"~~LS" PERMIT #: 6 /~ Y-cY INSPECTOR: R .>E~ t, Y WEATHER: C LIPJ4,e TEMP: 60 ON SIr€' ~C:>( ~P~CI;IIc. ~N.>;:O,ec..""',.t:);y ~r ,I(~I# li::?,fcl€'O ~NC/l&",€ ?iAc,trl~1V r AT '1f1fCc r,(A~~ ~ "'NO r n()NNIt: ~N ..:r: t.J J -I-o~. &INr~tf~elM~N7' fl\l.sp~c r~o ~ rE,8 ~~/ Fie r, ~''7, .:IFLf 1I'~lulVnu CdNr;I'-!u."",..$ Mo7/~ .sr.c6'( Nt:)~t? AJ" ~ ~~()cLJf. , tI~If/~/~t? rd g~ IN 1'V1~ ~~t',,;(. 70 C~HC"~Er'E "pLII-C,f'IffEtAlr: A;Pf?ItI)XI#f,CIt?'E(~ !f().J Y'A-If',()f t!)r A/'I((eL,es m/~ ?~()~~ ,P?~CEP VIII Boo '11 'p("i~ A~ ~A/ucrE C/JN ~t:) '-1J:)~n-O pr ~Et:tI~/~/4L (/ldR,fr;~H~ c&'/~I€r~ n-STEt) "c()1f ~d1r-rtf~ /-lNI) ,f{.lA..wt?, ON,C S,cT €);C ~c.{~ CO#1~R€S$/oll Js;'l)m~~;{'$ (',q,S'/.... RE~~$/'(cE cR "91~3 4;e ?g-sT )J~rl4. To the best of my knowledge, the abov6!!:lJ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Revision 0 Effective Date: 8/16/02 The tnfonnatton provided on tillS report IS prepared for the exclusive lIse of the client This report may not be reproduced in any fOlmat without the written pelmission of the client and Krazan & AssocIates (559) 348-2200 (667) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 Superintendent/Representative: 215 West Dakata Ave., Clovis, CA 93672 2205 Coy Ave., Bakersfield, CA 93307 1025 Lane Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5B08 Price Ave. Bldg. 1076, McClellan, CA 95652 4221 Brickell St., Ontario, CA 91767 1507-1.5' St. NW Suite 106, Auburn, WA 98002 20774 State Hwy 305 NE Suite 3C, Pou/sbo, WA 98370 79501-144" Ave. NE #F-300, Woodinville, WA 98072 \ .. ~I<razan & Associates, Inc. CYLINDER REPORT NO.: 09828 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: <1 rG d :2()(:)~ PROJECT #: I ()(. - ~S-I' f?' PROJECT: $Cf,,{'/IIG-e A#I> rt!"c/-I#II< #ICY $t c> LOCATION: PENIN.re.t'-A ~f-t:,.,~t;e KRAZAN PROJECT MANAGER: ~l& CONTRACTOR: PERMIT NO.: INSPECTOR: JURISDICTION: WEATHER: tilt V1;t ~ ~/(''flf ~ .5~ I"E~ Y PI ANt:',eC~S C:L,4~~ TEMP: C:, CJ I @ 28 days Date Specimens Rec'd. In) FED Camp. Tested Break L b Dtr. si Set# DOe. a oratory I 0 Test Method . ASTM C39 I )G I 1000 ASTMC109 D 1001 I ASTMC617 D 1000 ASTMC1231 Ixl 1000 ASTMC1019 D 1000 Other I I I I 3. Cone & Shear [LJ 4. Shear 1/ I Field Data Concrete I Supplier I AIV;-fZ"t..t!f Other I 1 Plant No. I Site Mix D I Time Slump (in) II Va Mix Air Temp. Temp. (F) (F) 1[w~1 Unit Wt. (pet) Truck # Ticket # %Air [7'3311 A ~o IllOf 73' II /VA - Placement Area Location 6tr4d ~~4~ q.". r /b()r;N~/ .1 -I-D ~. .rA>>JI'L~ C> A"" 1 ~G t . ~ ?JVO t.,;:; r: J: 2.; Remarks f7t..llcC'1J $Y 9~()111. P'-"-/tKPo CJJN$dLl/)lfr6() $;/ lU,cc/hIH,cAC- thd,fA7i~,^,. ~ ~ ~..Y? 5"7:J~f{ ~J "F (11)., r't>5 Please refer to Field Report No. Inspector Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. ~L1Jlt)(/.2..11 I~[M]EE' I~D[ill I IDDD I 10001 II 10001 II Remacksl Design Strength I '70(J 0 Max Load Area C.F. 101 101 101 101 101 101 I II I Codes for Break Types: 1. Cone I X I 2. Cone & Split I A I Measurement Uncertainties: ASTM C39=Cores +j- 8% Date Reviewed I Results Reviewed By Reported Batch Data Cement Type I Design I Mix No.1 Cem. Ibs.1 F. Ash Ibs.1 C. agg. Ibs.1 C. agg. Ibs. 21 C. agg.lbs. 3\ Sand Ibs.1 Water I Admixture I ,ot:;if Other I Air En!. (oz/cwt.) I Water Added on Job (gals.) I I Actual I x: I Il$loce r I II ~""~ I 11/00 I II I II /~~ 7 I II - I 1I/~~ 3" I 11$""" ~ I l;:l'.~ 11- I II - I I s-I I -1/ Field Test Methods ASTM C143 [EJ ASTM C138 D ASTM C1064 ~ ASTM C173 D ASTM C31 ~ Other D Test Results D Conforming D Non-Conforming 5. Columnar (Split) [[] @Krazan & Associates, Inc, FIELD REPORT NO: 57303 " GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 9 ~ fGIJ ;It)t)(, PROJECT #: II)~ -!J5'/J, PROJECT: SCleNclt 14NO T/f'C#AI,(1J6y' ,t./.). LOCATION: ?tft.fr NJ"tA.(,A ~ !-"E ~ # KRAZAN PROJECT MANAGER: ~ CONTRACTOR: _r1~JY1 0 JURISDICTION: P7':' AN~~t!.,g'f PERMIT#: 6/~ ~1 INSPECTOR: I? rJ.E E L y/ WEATHER: tt:.t..EAJ? TEMP: (,C) ~;V $"/7'~ h'< ,-r-/~C.IAl Z'V$~~c-r;.~~;c #~/I'J~/lc..€,() Ct::'Nt::.~l'5rL .P~RcLPI~H/: RE/-v/71lt,c&#,(~"I4Ir :Z'NS'.JI'('~r6t> t!JAf 7 rl$t? r~ S-7 3~ ~ . . Ntr (~ /,---f)~""N 4~~rJ" w~~ /N ,P~~U.>S ~ 41$/~ iv5Hft(.,~O. ALL. ,&crs Ij~~/h~b ~ /.1t!: .s~CI,,4IC'€"J> IN ".o/.-"1d "p~IDIf' T~ ~tJlVC/?er~ ~~A~C~IZNr 1f'~/N,4,f~Nr ~';:c,tf~~ 7iJ "rneIAOIVeA<. OIlAwIN~r. ~#c~~rE f7tAC~t/ A-r:- F~ ~.,.. .f.~.f {oz., J F5 AT K + /;(.1; II. Y -n; I~ "N V; -r.flfr.:f:2. rll.'f. rS'''''''-K+-II.~. J).; 1'i::l L. ~N /1.8. , I ' 9. '- rD 11.1 oN L. I /('. ~ +0 l. Ii"lN 9. ~ ; A.P.IYU)(,I'~AY'&:~r' .5/ rl4-1€.1)S tJF /l~~("~5 dl/K YdOO~ t:AJHS ~(...'1(;~ B~ PtLWIt". Ace CINC/p6rE 011$ CI)NS'd~~/n4:r.tD <7Y hJ,If'~#";v/cAtt, tI"~,,,.r;IN, ~/)f'o/c~,!'r,e JJ-45 7'.6Fr~/) ~~ Uhf?/ ${U.m0 ANV ~u~ ~PW!P.<A'S'.rI(/.;./ ,y~j>c..e> ~M-';-- ~: ~4'~~/KE elf tj?8;{ 7 ~;e as-"- ZJ47:)4, tJlf/(.~ "It' f//Z ,(/I'N;t;,I(C~~~Nr- ~;t.r .:rH.r~~cr~O /O~ $;(t'1C,.: rl(",nJ€ 4- f-r rtJe>'f//V& tJh J:A... /;I-{) Y. KElNr'~C~af.eNr Cd;./~Lpt.r ro .i),crM~ ~-{J~ S50:L.. /}:J) ~~ t()N'(': i,,.o of'" #or. -tFS A7' 10 '" rAAN~PIt/f$e 7O;P ~ .<J'~r: ,SF eMI9/CD [ / ' 'LArES /N /~lfcE. C.oLlA.rl1A1 ~()t..-r,J c5~Ct,.(~,o) ,,v ~Ll'ft::iE. -#=$1' Ct:'N/ , h~-r;;(/~ 8~tfS I'Y'E~/.:) ~~ ~It!' $7'~lS'rLJ ouT &'/' ~/r*1 $'IPIC<; ~N -rwo 4tAccS_ 7#/5 td/c~ Ph' 1I,e~/rI'EO ,I/,R/d/? ftJ cc!JA./c;eE'rE !7LAc,{"tM.€'#T tJN 9 /'Ld' ~~. To the best of my knowledge, the abOv~ WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Superintendent/Representative: Technician: ;? 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 Revision 0 Effective Date: 8/16/02 The mfonnJllnn provIded on this repor1 IS prepared for the exclUSIve use of the client. This rcp0l1 nlay not be reproduced in any (onnat without the wriucn pcnnission of Lhc client and Krazan & ASSOCiates (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Brickell St., Ontario, CA 9J761 1501-15'" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144" Ave. NE #F-300, Woodinville, WA 98072 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 · ViI<razan & Associates, Inc. CYLINDER REPORT NO.: 09827 GEOTECHNICAL ENGINEERING' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 8 ~ctr 2..~IJ' PROJECT #: (~(4 -~~/S7 PROJECT: $c/C'lIcL ~NP 7EC!I/lt/<'D&Y 8(,D LOCATION: -?~I'IIN.$fLU'r (LJ"v~~~ KRAZAN PROJECT MANAGER: -"T'"5 CONTRACTOR: _V t! (.4A. 0 PERMIT NO.: b (, 'r'-'1i INSPECTOR: 1>: 5&'El r JURISDICTION: I'r ';N~~(,,~..s WEATHER: C L,,< A ~ TEMP: 6 0 I @ 28 days Date Specimens Rec'd. I~~ Camp. Tested Break ~ Set# ~~ Laboratory I~DL-JL-J Test Method II I D r---l r---l ASTM C39 [K] L-JL-J ASTMC109 D II IDI II I ASTMC617 D II IDDD ASTMC1231 0 " IDDD ASTMC1019 D II IDDD Other I I I I 4. Shear [Z] Field Data Concrete I Supplier I AN~~Ltr5 Other I I Plant No. I 1 Site Mix D Time Mix Air Slump Temp. Temp. (in) (F) (F) 113.:LS' I [il] [il] I Unit Wt. (pcf) Truck # Ticket # %Air !/:7.rIIAS-o IV~/>rll X~ -... Placement Area Location alVr;"IA.f)l.A.f AA./I) l'p/~ '" ~D"fiN~S" ,f:.:l h~ 6)/'01 1/. " 9.2 fe f/.3 tJAJ L I/.%~.. ~ ~~ d "\ (. J 1'\. r, ~-..... T,4. S'I/'m p LE 0 4 r ::r, ~ +- (:2.. I . Remarks PtA eel:) d'y ptUJIH 1'1A."",p. dY v/"/l/lT/();../. I' 'r 5't ~~45 C"N.1'()~ /.()#"__ t:> Please refer to Field Report No. ~ ::: C/. 3' r77() 3 Inspector Laboratory Data Cyl. Test Field Code Date Cure ~ Dim. 1~L7J~>v.2j I~~I I ~~I I ID~DI 1 IDDDI I IDDDI I Remarksj Design Strength l'retlD Max Load Area C.F. 101 101 101 101 101 101 I Codes for Break Types: 1. Cone I X I 2. Cone & Split I A I Measurement Uncertainties: ASTM C39=Cores +/- 8% Date Reviewed I 3. Cone & Shear [L] Results Reviewed By Reported Batch Data CementType I I -/1 Design I I Actual I K Mix No.1 11'7',lJ 0 ,c. cem.lbs.1 II ~ I F. Ash Ibs.1 " / " ~ C. agg. Ibs.1 II - c.agg.lbs.2! 11/8'~r I C. agg. Ibs. 31 I Sand Ibs. Water -- - Water Added on Job (gals.) Field Test Methods ASTMC143~ ASTMC13SD ASTMC10641xl ASTMC173D ASTM C31 Other D Test Results D Conforming D Non-Conforming 5. Columnar (Split) [[] ~KrazaIl & Associates, Inc. FIELD REPORT NO: 57302 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 ~E.t5 ~O? PROJECT #: 11)~...,~.r/Jr PROJECT: ..sc,/~Nr~ I}/il) rM:;l-l#'~~ f' LOCATION: f7E#/jt/.sIA.~ ~~t;e:. KRAZAN PROJECT MANAGER: ..5-,3 CONTRACTOR: t/;1I10 JURISDICTION: ~ ftNfG~~ PERMIT #: ~ i6 ~(J INSPECTOR: /? .5'1!"L"L. Y WEATHER: (" a ItR TEMP: y.,r: ~k s/~,(' ~;( f}./-i';fo~ J?&I#~"~CG"'f~Nr .r.N$"'~t::.rA!JH ~~ t!.1)J(1f"/A/ulJtL$ ",-r,~~s ) ANt) C.~/(.U4It^, ~8~-r;NtDt; /N AA/ A'J/"4,,* ,jf,/t.O~Il~tI flY K.2 ..foo (. "A/ 9.:Z. 'I. 2. f'b II. J' ~NL: .J:"< + K ~N /L J ..:J: 2. ~ 1< I?~ II. ct" Cf)Nn""U;.c, F,,~fjA/llr PG~ f)~r,;"t:.5 ~ r> DN ..5'6""0/: AllAr R;/N"t:i;trL ,q4Hr r;,A; Ce;/"f!'I;#A./ ~D'f;AI~$ ff~.€ r~/ ,t:"'!/ /S' ,PER /)LrA~r.. //) S"~#rt>t.u-Ii" ~IV ~~~/. r~ r;,tP1'/Nt; A-r.:r: 2. + I~. HIIS' tJ)-.d'l "Nt! WAY ,fN/) ~J /)~"",u~ "'IF ~gJf/ts p",'/E VA ~ 7"H',? "p~Jr ~EJNt/~If!J;~1/LJJy' 4.€-r~e'.IY S~VE/V.('IH~ AN'/J M If" /f E/y(;,pa~. / ~f)t.U.HfN 6fJ~-r~ Ndr /N~mUEt? ~T. rHEfE V'U- 8C' t/N,;r///c:~ , rAJltJlt 72; I'1')N~e rE ,plC A~ /)f~N r:- . T7y - ~..eiPc~.r'; To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., Son Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 Revision 0 Effective Date: 8/16/02 fhe mfonnatlon prOVIded on II1Is report IS prepared for the exclUSIve use of the client. This rcp0l1 may nlH be reproduced in any fonnat without the wntlen pcnnisslon of the client and Krazan & Associates' (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 Technician: ~ 4221 Brickell St., Ontario, CA 91761 1501-1 S' St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144" Ave. NE #F-3oo, Woodinville, WA 98072 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 Superintendent/Representative: " . ~KrazaI1 & Associates I Inc. FI ELD REPORT NO: 5730 1 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 ~E8 ~~~~ PROJ ECT #: / () /l; - tJ ~-/ .J' 9 PROJECT: SC/4'Nc~ A,VLl -rI5'CHN{jl..(}~Y LOCATION: fl'CNIAJ>'lGI't ~l-G/Ft:~ KRAZAN PROJECT MANAGER: w::18 CONTRACTOR: ~ J1I ~ JURISDICTION: J"r/t#(#~~r5 PERMIT #: t?/~ y, INSPECTOR: ;:::.?e ~ L- y' WEATHER: t:.. l..% 19 R TEMP: Y {- tJ,N' f/r~ hI? Ct!J/V7/~U.A"~A/ ~~ L1A<:~ h~t-- ALJ..Htfc.4'A/r /n ./1F ,ca9ro/~} /' L.n"~) / -h;.3. ~1I(;lt}/t'- .,.'!"'Artt:..Yae-J/ll. ~/("L- /~4YJ.1 s#()rfA!~l.l .p, r t,{S"$'p. CI;'tl'Ac;~o IN t,/,;CS' By' 7KI1t:;~I-I~L J,Ut!Ju.-Nr;rD ,wDe.fi'J?-K. #HiEA,AL- /$ A7(~/l NLA~ ~,Pn,ylfAt'J1. Mf)/frifI?6 UVV;E"R7J IftINt? fllfJ $4.€.# #~If.~IUi#~;-J ~~,IIJI(;;7"4'P. R~~~,e-€NCE L)F/V~/rY RIf~~~r /~s-e3 ~~ -U~T P.4YA;- To the best of my knowledge. the abOV@ WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 10 16, McClel/an, CA 95652 Revision 0 Effeclive Date: 8/16/02 The lOfonllatloll provided on thIs report IS prepared for the ~xclUSlve use of the.: c1iem. This rcpoll may not Ix: reproduced in any fonnat without the wnttcn pClmlss10n of the client and Krazan & AssocIates (559) 348-2200 1661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 Techn;c;an~ J: 4; 4221 Brickel/St., Ontario, CA 91761 1501-1.5' St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144" Ave. NE #F-300, Woodinvi/le, WA 98072 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 Superintendent/Representative: ~v_ , .~ti.~azaI1. & Associates, Inc. COMPACTION REPORT NO.: 14583 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 ra ~()/)6 PROJECT #: / ~ -<!)$739 PROJECT: $U~N~ A#,):. LOCATION: F''cN /1/ "tl (, JIT KRAZAN PROJECT MANAGER: -r~c;,I.IY~ltt)G y 6 ('/"/C~.c ..:78 CONTRACTOR: PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: cI~U40 ~/ (. c,J. 8' I? .?6'~ l.. Y ff /lJl/6"Et.cS C~~-91f' TEMP: y~ - $7J o WASHINGTON DENSOMETER 0 SANDCONE 125 NUCLEAR TEST I8J OTHER ~/? r?,fa / LOCATION MAP N + o Paved Areas (circle one): Sub / Agg / Asphalt o Building Pad (s) ~ Other f'Jfc,.t(,.<rU. ~~e.I!'..v>- n ~-rr~ o Trenches (circle one): Sewer / Water / Storm Drain / Utly Curve Unified Soils Classification Opt Moisture II.lJ . 0 Test Elevation Location(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction I. ?It? r:.r ,r /,If '(;.~; ~ ~" /-<~~ 11.0 P7 1S- 2, .1~' ~r JL- /,J r 1 /"'1). .r I.' 99 t (~. ':1'1, ~.f ..f ;,.> ...L J.- 1.1).7 /1.1 /()O .J-- Map Location: Curve Test Meth'j> -/.7'/7 This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate o Attached Daily Avg. Std ;).1 'I () locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities vertical limits of the compacted area were detenmined by others. Our finm does not guarantee earthwork Daily Avg. Std ("'77 or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture -;.()? , , approved project plans and specifications. Gauge# To the best of my knowledge, the abov~/ WAS NOT performed in accordance with the approved plans, sp. ifications, and regulatory requirements Superintendent/Representative: Technician:. I~ (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (559) 348.2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 8rickell St., Ontario, CA 91761 1501-1 S" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Pou/sbo, WA 98370 19501-144" Ave. NE #F-300, Woodinville, WA 98072 Revision 0 Effective Date: 8/16/02 'T'1.~ :_l"~_~.:~_ _.~..;"I~.I ~_ ....;_ ~~_~_ :.. _.~_~p""I r...r o\"" "~,,l.._;..... un" ....r .1.... ...1;".... '1'1..;.. .......nri ......... _.... ...... ........",,1...........1 :_ .._.. (''''........... ...;......... .1._ ...-:...._ _..........:....:..._ ....f'...... _1:__. __..I Vr____ P. '" __.....:......... ~. ~KrazaIl & Associates, Inc. ,,' FIELD REPORT NO: 57300 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PERMIT #: INSPECTOR: WEATHER: !#,Pk.D JURISDICTION: pr ~,N~t:-LL:s' 6/~ y,9 ~ ScE~ y (,L~A~ TEMP: ~J-".rb DATE: 6 /'i:4 ;Jt;,,~ PROJECT #: /tJ~-/Jf"'/J'? PROJECT: c5"c/~H~E AN~ ~~/lN'~4Y LOCATION: fJ#'Nf~L,4 r~~~~t:"E KRAZAN PROJECT MANAGER: S 8 CONTRACTOR: IJN .r/~ h~ 6J~Ac?/I!)N '7$.$"'-';4/& 11/ rP1.~(}~r fr~H.cr~AL f/~( A~...Nr ~ .8~ ~tP7i,(/~;, / l'NA!".1 /,..fc f: )6t61"~/AL C.()HfJlAc/'r...,;> /K L,/r;? 4'y r~Aq<#~;: J'Y'f/~r~D #t!)E ,I),4-K. . j),!Nflf'r' rEm f?e'R/T:?~JIrl~t) l)1A.!t'Ii& P~tJC$S-$".~ A~ ~~/ "'~ -E~~~o~o 9.r}{ (JJ1IJ,ljJ/f~TI()N ,<>e ~t('~~p;f~N'r ;f'4r-~;f~1Vc.,E RJi"/'e'Ilr IY~-~~ t9~ 7Z$r ,VArA. , To the best of my knowledge, the abov~ WAS NOT performed in accordance with the approved plans, specifications, and regulatoly requirements. 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 Revision 0 Effective Date: 8/16/02 The mfonn..ltl01l provided on IhlS repOl1 IS prepared for the exclusive use of the client This repOlt m..1Y not be reproduced in any fOlmat without the written pClmisslon of the client and Krazan & Associates (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 TeChn;c;a~ Yk- ~ 4221 Brickell St., Ontario, CA 91761 1501-15" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144' Ave. NE #F-300, Woodinville, WA 98072 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 Superintendent/Representative: .' ~:j!KrazaIl & Associa tes, I nc. COMPACTION REPORT NO.: 14584 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: PROJECT: LOCATION: KRAZAN PROJECT MANAGER: ~ ffd ~dtJ ~ /e~-&n3'? ,7G-/eNcr AN.!) r,ec,k,lN'~t't;Y !?,EA//IIrli,Li4 4JLLd'6,.E ,"J'II CONTRACTOR: PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: rJ~JP1tl 6/~ y~ I? ->cEL Y fr~H~~~L...J c.~~ A /C TEMP: ~d - ~Z1 o WASHINGTON DENSOMETER 0 SANDCONE ~ NUCLEAR TEST D OTHER hf ..>7 ..? ~o LOCATION MAP N + D Paved Areas (circle one): Sub / Agg / Asphalt D Building Pad (s) ~ Other 6'AeI(~/t.L AlJrAelE'H"- -r;; hI!) 7/# ~ D Trenches (circle one): Sewer / Water / Storm Drain / Utly Curve Unified Soils Classification Max Dry Density , .1..0 Opt Moisture (1.0 Test Elevation Location(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction I.. .1 '1~ ~.9 f 3 ~-'O :/. l! I' I ;'1. ~ /tJ.' '7f 9s- ~. Jtfq F'.I .r ..:I. y I /7&. t:) /~.9 '!~ J .J. .7'/7 ~.J -f' J / J.,. ~ .,~ , II. ? 1- 397 ~r f' I: f} -,I- - /c25:>- f.,- ?r -- Map Location: Curve Test Me~d';"/.r,,'7 This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate o Attached Daily Avg. Std vlfo locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities vertical limits of the compacted area were determined by others, Our firm does not guarantee earthwork Daily Avg. Std ~r1 or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture 2o'~~ approved project plans and specifications. Gauge# To the best of my knowledge, the above~ WAS NOT performed in accordance with the a oved plans, specifications, and regulatory requirements Superintendent/Representative: Technician:. (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 215 West Dakota Ave., Clovis, CA 93612 2205 Cay Ave., Bakersfield, CA 93307 1025 Lane Palm Ave, #2E, Modesta, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg, 1016, McClellan, CA 95652 4227 Brickell St., Ontario, CA 97761 1501-15'" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144' Ave. NE #F-300, Woodinville, WA 98072 Revision 0 Effective Date: 8116/02 ,...,.- :_('_._-~:_- ---..:"'-'" -- .l..:_ ____-':_ _______... j"__ .1._ _.._1.._;.._ .._~ ~......~ ~I:~_. -rt..:.. .n_~'" _.... .._. t..~ .~_r"rI.........J ;.. ....u f'".......... ..,;.1....... ........ ........:...._ _..~:_..;.._ .......... ..1;.._. __.I v._~.._ P. ..............:.......... , , ~Krazan & Associates, Inc. CYLINDER REPORT NO.: 09826 " GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J. f't:d' ;J.dIJ6 PROJECT #: /~~ -O~/.J'9' PROJECT: SC/~/'IC ~ IfNO rEC),INIlUJ&''''; LOCATION: ?/9I/N&UlA- ~()I.e..tC~~ KRAZAN PROJECT MANAGER: ~g CONTRACTOR: Y~Wf" PERMIT NO.: , /~ yp INSPECTOR: I? S.€"e~ Y JURISDICTION: ;71: AN'((~~.s WEATHER: C~A-R TEMP:o/~ '$ Field Data Concrete I Supplier I A"'~ c~':$ Other I I Plant No. I / Site Mix D Time Slump (in) lip Mix Air Temp. Temp. (F) (F) II~ II "-.211 Unit Wt. (pcf) Truck # Ticket # %Air 19'.'C/o 11,4.1, Il/oo,rll tv~ Placement Area Location iJr r()Df'iAl~: r; /"0 ~ .L J &: 7 fc t:; 3. r ~ 0,. J ,f'llml'(.CQ A r 1. 1- P. Remarks PLAcet) ay Pu..rKf', UI,,;eA'-~t>. 36 (Jr /').1. r f/.;'t~~S. ~ ~. $8 Please refer to Field Report No. 7*"7:l 99 Inspector Design Strength I ~()P() Max Load Reported Batch Data Cement Type I / - // Design I I Actual CD Mix No.1 II 'YO.,O ,c' I cem.lbs.1 II ~6.2.. I F.AShlbS.c=J~ C. agg.lbS.c=Jc::=:==J C. agg. Ibs. 21 II /~ ~O I c.agg.lbs.3c=J - Sand Ibs. c=J /~.s"9 Water I I ~If} ../ Admixture!,4t.Y 1..2 tie otherl l- Air En!. (oz/cwt.) I 1- Water Added on Job ~ (gals.) ~ Field Test Methods ASTM C1431 ><.1 ASTM C138 D ASTM C1064 ~ ASTM C173 D ASTM C31 Other D Laboratory Data Cyl. Test Field Code 1'~;$D@I,~mi~1 It'IIf 0[llJ ~ I ",~ [ll] I 10 hD I '0001 II 10001 II Remarksl Results Reviewed By I Codes for Break Types: 1. Cone I X I 2. Cone & Split I ^ I Measurement Uncertainties: ASTM C39=Cores +/- 8% I @ 28 days Date Specimens Rec1d.IYF"re Comp.. Tested Break Laboratory ~ Set# ~~ Test Method I~O~~ ASTMC39 [XI 101 ID ASTMC109 D 10DD ASTMC617 D 10DD ASTMC1231 lli 10DD ASTMC1019 D 10DD Other] I I I 4. Shear [Z] Area C.F. 101 101 101 101 101 101 /I Date Reviewed I 3. Cone & Shear [LJ Test Results D Conforming D Non-Conforming 5. Columnar (Split) [] '~KrazaIl & Associates, Inc. FIELD REPORT NO: 57299 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PERMIT #: INSPECTOR: WEATHER: V/J#tJ JURISDICTION: J?r Ah'~r~ ~~ b III fiB /? 5~~t; rJ C~/01,e TEMP: >"a S DATE: J- r'IEB 2()~' PROJECT #: 1~6 -~..r/ ~9 PROJECT: SC/~Nce 14/'11.) ~c..,.J#~Z.O($ ~ 8lP LOCATION: J?& 1(/1", $lA G4 ~ l-cL(i~ KRAZAN PROJECT MANAGER: 08 CONTRACTOR: &I'I.$"/ /~ /,~ SI'~C/At!- f;vS"~.t!'G.""N' tY' Cd/vlClte're' "P~CU#€Hr Ar .8KAc~ /4AWI~ /~~7?^,t:: t:'~II'JLIK~; 0 1 fo~. 1 J e. 3' n, ~ ~ ~ ~D 6, . /IlL 1"/1- I'kJdrs IflJHf Nl/rEI.:) dN .t '&~d tX, &/~n~~~,,N/ fNr/~w(JH R~"~C' t/eRIt<'n:'t> AS ~HlPL~r€ ,P,f/~J'l. r() UNt::.J€G'rE //(,Ift:..~dlr;v.1"; /~(. #t1A/)$ ,,~ ~.N~~t.6S ~Hc~~r6'. >>1;')( Y~a~ P. dAJ' . ". PL.4UI} H'Y PtAM/? ~~t. ~tJNCIit5rE tJliS U/l/~dl.IV4~E() 4'y Gr!J.f(r~<IRAr-.,ct' ~';U$cAl~,yI'~L t//8/l~7'/",~ /. :J.rY4-~/),f t,JAf r',,4'~-P I/y &paa 7~ tIf~/U< L,t!~.€ i f I.. NV<; c..;~~, /J14IiAr~, ~t'NCIfEa ..,.~srrL) "et7~ 7";;""/'~~4~1!1 $tu~J AII/.(} Hv./r ~YJ1IJ/2..l!fJI(J# .$,4wl'''~S C4sr; R'Er'It..~'~NCe (1JN~&r.€ RLA::7~T o r~:Jt; Hi( ~Ii'$r ~".rA. t.(J,f,Ui tJ/II r,r~ kAA"ZAN ~Er ~.8s~~i/~ nit W.rrIfUA",/ON ~F (,) :/b" S- o Ue(.r,c"t. ~...J~tS' J4Y- K. < * 9.:t Foo'TrJJf;,. fN/r,IJUA"'6H NV I}CCIJ~/)ANc,€ tJJ/ rl-f M f< A ORI1W'N~ O~r~(), I Fc~ :l Ol)~ . f/f)(..lGf lJIl If..l-€,i) tJ'; 6'1(.L(fMC-/) ANt) BL4l()r/ ct. IAN" fIfJ1C6'. UNf nX p~()--p()k, Y J()I:J /'Asr ,4/8 "'s"7sr~/tVI UfEtJ i " To the best of my knowledge, the abOv~ WAS NOT performed In accordance with the approved plans, specificaTIons, and regulatory requirements. Superinfendenf/Represenfafive: Technician: (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95357 545 Parrott St., San Jose, CA 95712 5808 Price Ave. Bldg. 1076, McClel/an, CA 95652 Revision 0 Effective Date: 8/16/02 The mfOl~natlon proVided on tlus report IS prepared for the exclusive use of the client. This repol1 may not be reproduced in any fOITI1J.t without the wntlen pcnnisslon of the client and Krazan & Associates (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4227 Brickel/St., Ontorio, CA 97761 1501-15'" St. NW Suite 106, Auburn, WA 9 002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144' Ave. NE #F-300, Woodinvil/e, WA 98072 ~~KrazaI1 & Associates, Inc. FIELD REPORT NO: 57298 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I ff 6" .J OtJt PROJECT #: I O~ -' tJ r /.79 PROJECT: 5c/..:- t</C-:..- /j/Vo 7CCI-I#"'~ 06 Y !?I/J LOCATION: re>V/.A/~l1.{.A ('CC{ "'"--c~ KRAZAN PROJECT MANAGER: JlS PERMIT #: INSPECTOR: WEATHER: CONTRACTOR: U{:::- U>I 0 JURISDICTION: Pr #/t/GEL.,(:--> &/~Vfi' D '";r- ~./ ..../ ". -' - ,_ c..- /- t/ (" /4 f '7 TEMP: r&" ,j o/'/ .5lrl..'- ~(;U( IN ?;f~~[5S i?E//V,'f:;/fC/:P/4f'/l/T Jll?hC.~ ./bO'%'Vt; /IT.' /" [,'''-C. / /0 ?I , ~ .:z;Vf,P-EC :r:,p...v CF t. I j1.f ,=" I c'.?7oF , I I /V /-- ? , 4..sriM (, '5". GAAoE ?&"'l. ;' / ,,../ r ,R"'-rr/J......... p~ t( AI T OTflf~ f> A 7,;; 0 ,l="t'?c' -r>Aj!:. 'pt- r? .s-/ s ')0 ~ . -#-a' (5"()b p~ .qc,/[' /) '7Q ~ ,4}.It/ ~OTICf/YI ," , Pir;'IAI~c!) ~t.i'4ItAI>.IC€-5 ~141A1rA/)..JeD, 0~/~tUAI 8;",(:..;-1' I/!I r-l.F1cr.: AT C . 3 +1 fj F '-/ t: #A BE i) 5 I tV f' '- 1"1 <-.I: oN r L. n./ C . fJ;: 3 I~ /'vII;? ~ i'J.5" 0 tV ? /A/ ;7~IJ,-r..r') CJ,c .I1\1~rlVl{..,.J, -("/OAf. Rtf''''JriM,/U/.? COIc.O'VN 8"0<'1'5 11~)'() 1M ?~tJCIt..5't; /)/ /N7~/"'Ut'A;rd)N. CON'/'/MIH:JUJ ~()r-;N~, tsAR> .^I./.!~/) 70 BE .5rUtlITEO tJuT Ar.E. '5 -+ 1. -r#/..~SE //.Elt/I r h.h{J l5'k t//!.R ,..:/;; t> PRInK '7C C'O/V'C:- -f2.e r~ ?! ,.q c EJ4rK NT: ~A/ r~/)U".f"5 To the best of my knowledge. the above WAS / WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesta, CA 95351 545 Parrott St., San Jose, CA 95112 5B08 Price Ave. 8ldg. 10 16, McClellan, CA 95652 Revision 0 ;: '.? .~. Effective Date: 8/16/02 The mformatlon provided on thIS report IS prepared for the exclusive use of the c1.i~rit. . This repol1 may not be reproduced in any format without the written permission of the client and Krazan & Associates (559) 348-2200 (661) 837,9200 (209) 572-2200 (4q8) 271-2200 (916) :564-2200 'eCh<nlck>n' ~_ a ( 4221 Brickell St., Ontario, CA 91761 __ J 1501-15" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144" Ave. NE #F-3oo, Woodinville, WA 98072 (909) 974-4400 1253) 939-2500 (360) 598-2126 (425) 485-5519 Superintendent/Representative: ."..".. ~ ~5KrazaIl & Associates, Inc. FIELD REPORT NO: 57484 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION To{" c./I/VcL,-)C- y c:' ,< (.r- I/E-?- /,:- j CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: 1,/ /- v' I.~ I J"'l l..:'! DATE: 31 7i1N ;) cc G PROJECT#: lOb - Oj77~ PROJECT: S /' //;- Nr:.ft- /<-1/1."') LOCATION: j?;:jI//}1 nlL.I.:.] KRAZAN PROJECT MANAGER: /'J) ,q A) c::: r.:. ~ If..:.. 1../ re ? 5C l L Y 17 ;/-,) -;-r , ( /.:: .s. TEMP: Yc7- 9) -- , t?NS/ T'[=" /",.7 j.)/: .;?/-:-r,;JvF! /)/ AI':: IT Y 1i.~ ~ 7 I 11// _ Ci/i/ 7m,pur:.?r <II214c.rl";>4(I/IL /'/?OI'1.A 5JJ.47"I1./Llt ?//. 7i=:;T> 74k'/;-""'/ fir /?,4NVC/I'I /11';:'15[1;1.//)' ,e-( -et//'I7:?/? /<.'7// /-//1//) h~#.r1Z~'" k>'#e:? 45 1J//lrARIAL ///.II/,;jt:rF-~ IIV L//?:'1. /'let:.. /e;'/.JIr'Ac7/;;u I...?y /-/~.;: /-:;':J~ ~JA//) ,rUIJl/l/l/t{" .:rAr ~ /l~ >11 />?>EI(Vr<;-i)' E.x(,~t.Mr/cJA/ t? F /?CIIAl6 ~ A/ J. I -In 1/ ?>CI{)AI' 7'2/ fff A R/ IV? S- [) / t!- 5. ;t4 /;.:JR,? ;r/ /.11 rf/~/ y' ,R"f ?';:- ell l(>',lI[ /.) Pv 'f(~ / ~/;N ?;! /:./C-t;/.J ~},A//) /' /' / J 1/ /J c ,7';.,:: rV //1/ If' Yc/4v'Avv.l/. ./{?E//:Rc',A/c/,;'" /",-{"';;-7</7" E~;e 7./-<;-/ .tJrfF/-J, ~'.';';.. .,~-,.; .':i~. To the best of my knowledge, the abo~} WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Revision 0 . Effective Date: 8/16/02 The mtonnatlon provided on this r~port IS prepared for th7 exclusive use of the client. This repol1 may not be reproduced in any fannat without the written pennission of the client and Krazan & Associates, (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 ~- _;;C'( 0 4221 Brickell St., Ontario, CA 91761 / 1501-15" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Pou/sbo, WA 98370 19501-144" Ave. NE #F-3oo, Woodinville, WA 98072 /' ........ TeChniCian)___/ p-~_......_--t--. Superintendent/Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesta, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 . (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 / ,"'# /;/ ~~Krazan. &,Associates,l,nc. '_ GEOTECHNICAL ENGINEERING .' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DENSIJY , REPORTNO.: ' 5744 _4 )/) ~ CONTRACTOR:" t// /1) (f " ~- ~ JURISDICTION: P I /:)/I/G~ c: ~-S PERMIT #: t! / ~ t;' g INSPECTOR: ? S/ E/ ;.-/ WEATHER: ' ~/) ,.-9'.; T ",DATE: ?: / :1AAI -2()lJeb ,PROJECT#:' /rda"'- (~/39 PROJECT:~C/C:^/C(: . 1'-1 1\1 f) 'Tee /-/;"1/1 (-Cbr , CLIENT: /)r f'T ?' ~ 6. A, KRAZAN PROJECT MANAGER: , TEMP: (/ (f f o SANDCONE '~ NUCLEAR TEST ,,:0' OTHER /;(' F7Yd'V ;.;,': COMMENTS: ' LOCATION MAP, N ft Curve Max Dry Opt DensitY Moisture pq '-/l') /MhlfiPr //// /1.2.( /~o , , ' r ' j ,- r/f I /'t' / .t2. t J-' - - :".,J)I . Test Elevation Location (Comments) Curve' Mode & Dry Moist Percent Depth Density % Compaction Required - / ~rjg r', }( -I- // ;.Jy Jb , k / -/,5: .I q, 7 97 95- .2. ?Vq 1#/4".; 7' ,..I/.....,/~ ?; t .if ;-7/.'-K lilA/C. I , /~?:J.< ,,f. 9 II} ('/ \ I -' 79'7. 7" :r. 7r -f ;?!? / \ /50.C i. ? '/7 \ ?'. (J. ?L/9 I ~)-r ,>;tl/ J7,. t' Ii ;. ,:[ 1< 1// A L ( ! '. /;.,V-~ //).!-- 7r ) \ ! ..L- l j ,.- -;;; r; 'i I,f :; I /)?/ ('.I ,;:"L/F 1/1-17',-rk' /.,? i. I. 9- () yr- , ') ,(' /,.1 'J , Map Location: o Attached o Plans. Sheet # o on Backside o see above Curve Test Method: i), / ,- f- 7' ~/ ,) Gauge# Daily Avg. Std Count moisture /. - -, /r;/ ~J = (/{/ ,J /)G' ':? . / .~ To the best of my knowledge, the above VlAS!)WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: '---"~ . Technician: /7 _' ;/' // / I" ?-( ( ~/ ( r r I 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501144th Ave, NE #F-300 Woodinville, WA 98072 " 11913 NE 103rd Ave. Vancouver. WA 98662 Daily Avg. Std Count Densities 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 . (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 u=r, '::~~KrazaIl & Assoc ia tes I In c. FIELD REPORT NO: 57482 <' GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PERMIT #: INSPECTOR: WEATHER: tiE tt1D JURISDICTION: PT /J/V~ ct C ~ tPI6'7f? 'pc/VAl 5EEL T ? /c Y Ct." C"l .tJy TEMP: '-fi'; - ';/ )- DATE: 27 Jt7/1 9.006 PROJECT #: /0(; - 0 r I.J 'J PROJECT: Sc 1/.~l'IcE /"J,Ali) i[C,HA/c'{C(;Y jJ( 1) LOCATION: l/!-/\/lhStI09 l (~{ t'l:?E KRAZAN PROJECT MANAGER: 7/~ CONTRACTOR: I!)A/ 51TE F~/< DE-A/S'IIY iE.sI//I/t6 CJ,r //.r~1 POK r /5/lL/C~>L L AaTI1rZNT 7/, ,Ff//(.. ;1)dv~ ~cL'7/~S', 7r<;///Vh /.J/}c,- PL-:K/h///'l//) /Jr /Z'/l7/ Nt<' A.R E J1 c;- //1/ ?/.:- c h/ NO ~ L'6 Y .PL; / L3/ ..v G 7/-1 rl/ 4../E ;? L /?.{' //C" ,7 L) . /)N /~ JIJ/I ok /I-~f /.- /' "7 [ ;;- IJ 7/7 /~/-:- //" rt) / /" /- x r"- /[': /JF/") ?)- % .'1 T~. kF (II/R /::/]) 1/1/-- H\ To the best of my knowledge. the above@ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Superintendent/Representative: Technician: y l..-.. .. ,/ //'. / I , 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 . .."-- (559) 348-2200 4221 Brickell St., Ontario, CA 91761 (661) 837-9200 1501-15" Sf. NW Suite 106, Auburn, WA 98002 (209) 572-2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (408) 271-2200, 19501-144. Ave. NE #F-3oo, Woodinville, WA 98072 (916) 564-2200'> (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 Revision 0 . J.'. 1.:,-( Effective Date: 81J6/02 The mformatlon provided on Ihls report JS prepared for the exclUSIve use ofthc client. This report may not be repro4~c~(J)n any (annat without the written permission of the client and Krazan & Associates ......;.<.."1 ~an & Ass 0 cia t e S I I n c .' COMt-'Av IIUI~ REPORT NO.: 14638 GEOTECHNICAL ENGINEERING · ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: PERMIT NO: ~~L D INSPECTOR: JURISDICTION: WEATHER: VI ~ 'h ....... j;- y./ l/ DATE: ~ 7 '. JJ4/\ j. 2. (j 0 fo PROJECT#: J ~ h - D S; / 3'9 PROJECT: !> C / ~ Iv L F /IN I:> --rE. r ;-1 LOCATION: e.fi= N J !/-.f L ~c":> '- L f GL KRAZAN PROJECT MANAGER: TEMP: o WASHINGTON DENSOMETER 0 SANDCONE Q<'NUCLEARTEST . OTHER I::: rs~ ~ o Paved Areas (circle one): Sub / Agg / Asphalt 121 Building Pad (s) o Other o Trenches (circle onef' Sewer I Water I Storm Drain I Utly LOCATION MAP N + Test Elevation Location(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction , cP ... PiJ-[; ~ I 2'- 9 " L: 95- /. ~ ;2. of ?J. ::- fi()1//lr J2..3' / l' d \ ,/ -- ) . I Max Dry I Opt Curve Unified Soils Classification Density Moisture '1(" r:J 1: /V! ()f'/<' I .5/,<11 c. 7-../,7 J) / ,ltt. /-:::-J"tJ ./ ./' 1:) 5Jlr7ld.f 1/ PiT -= R- Map Location: o Attached This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by fu construction activities or rainfall events. The compaction tests were performed at the approxir locations and elevations shown and indicate relative compaction at those locations. Horizontal vertical limits of the compacted area were determined by others. Our firm does not guarantee earth' or paving construction, nor does our work relieve the contractor's responsibility to conform te approved project plans and specifications. 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave" Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg, 1016, McClellan, CA 95652 . (559) 348-2200 (661) 837-9200 (209) 572-2200 (408) 271-2200 (916) 564-2200 4221 Brickell St., Ontario, CA 91761 1501-15" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-/44. A~...t~E #F-3oo, Woodinvil/e, WA 98072 . (909) 974. (253) 939- (360) 598' (425) 485 .. . Revision 0 ." .', Effective Date: 8/16/02 .~. ;"'n~.t;nn nrovided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazen & Associates. -! Envelope Summary Climate Zone 1 ENV-SUM 2003 Washington State Nonresidential Energy Code Compliance Form 2003 Washington State Nonresldenlial Energy Code Compliance Forms Revised July 2004 Project Info Project Address Peninsula College Date 5/13/2005 1502 East Lauridsen Blvd. For Building Department Use Port Angeles, WA 98362 Applicant Name: Richard Johnson Applicant Address: 801 Second Avenue, Suite 501, Seattle, WA 98104 Applicant Phone: (206) 682-3460 Project Description [2] New Building D Addition D Alteration D Change of Use Compliance Option D Prescriptive [2] Component Performance (See Decision Flowchart (over) for qualifications) D ENVSTD 2.1 (4.0 not acceptable) D Systems Analysis Space Heat Type o Electric resistance @ All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be included in the (vertical & overhd) divided by -. Wall Area times 100 equals % Glazing Gross Exterior Wall Area if they are insulated to 18118.0 40497.0 X 100 = 44.7% the level required for opaque walls. . o yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option @ no Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Envelope Requirements (enter values as applicable) Fully heated/coo/ed space Minimum /nsulation R-values Roofs Over Attic All Other Roofs 30 Opaque Walls 1 19 and 10 Below Grade Walls Floors Over Unconditioned Space 19 Slabs-on-Grade 10 Radiant Floors Maximum V-factors Opaque Doors 0.5 Vertical Glazing 0.48 Overhead Glazing 1.45 Maximum SHGC (or SC) Vertical/Overhead Glazing 0.38 Semi-heated space 2 Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U-factor is 0.19 Insulation on exterior or integral - maximum U-factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC ~ 9.0 Btu/W.oF below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description U-factor (including insulation R-value & position) Minimum Insulation R-values Roofs Over Semi-Heated Spaces2 I 1. Assemblies with metal framing must comply with overall U-factors 2. Refer to Section 1310 for qualifications and requirements Notes: /: Envelope UA Calculations Climate Zone1 ENV-UA 2003 Washington State Nonresidential Energy Code Compliance Form 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Project Address peninsula COllege Date 5/13/2005 Space Heat Type o Electric resistance @ All other For Building Department Use Glazing Area as % gross exterior wall area 44.7% Prop. I 40.0% Max.Target Concrete/Masonry Option OYes @No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U-factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID & page # U-factor x Area (A) = UA (U x A) U-factor x Area (A) = UA (U x A) U- 0.480 Plan ID Vision Glass 0.480 15325.0 7356.0 0.500 15661. 8 7830.9 U= 1.200 Plan ID Greenhouse 1.200 959.0 1150.8 Glazing % Electric Resist. Other Heating - OJ U= 0.480 Plan ID Spandrel Glass 0.480 1297.0 622.6 0-15% 0.40 0.90 r3 .!: U= Plan ID: >15-20% 0.40 0.75 'E ~ 0>- U= Plan ID: ><.9 >20-30% see note above 0.60 U= Plan ID: >30-40% see note above 0.50 U= Plan ID: (see Table 13-1 for Cone/Masonry values) (/) U= Plan ID: u OJ E lJ=: Plan ID: , Glazing % Electric Resist. Other Heating c <( 'N ~ U= Plan ID: 0-15% 0.80 1.45 ro C5 > 0 U= Plan ID: >15-20% 0.80 1.40 -0 ro (/) U= 1. 450 Plan ID Greenhouse 1.450 537.0 778.7 >20-30% see note above 1.30 0> .c '0 Q; 0 U= Plan ID: >30-40% see note above 1.25 > 0:: 0 ..c U= Plan ID: (see Table 13-1 for Cone/Masonry values) 6 u= Plan ID: 1.250 537.0 671.3 ~ {!! U= 0.500 Plan ID Dock and Mech 0.500 277 .0 138.5 0.500 277.0 138.5 0'0 U= Plan ID: Electric Resist. Other Heating ro 0 go U= Plan ID: 0.60 0.60 f) ~ u R- Plan ID: - 0> ~ R= P'-an ID: :l > ._ Electric Resist. Other Heating ~o~ R= Plan ID: 0.031 0.036 R= 30.0 Plan ID All other roofs 0.034 25933.0 881. 7 0.050 31075.0 1553.8 Spine Stepped R= 20.0 Plan ID Insulation for 42.9 sloping 0.050 857.0 Electric Resist. Other Heating Spine Stepped R= 25.0 Plan ID Insulation for 34.3 Sloping 0.040 857.0 Spine Stepped R= 30.0 Plan ID Insulation for 28.3 ~ (/) sloping 0.033 857.0 0).... .c 0 - 0 Spine Stepped 00:: R= 35.0 Plan ID Insulation for 24.9 sloping 0.029 857.0 Spine Stepped R= 40.0 Plan ID Insulation for 21.4 sloping 0.025 857.0 Spine Stepped R= 45.0 Plan ID Insulation for 18.9 sloping 0.022 857.0 R= Plan ID: 0.034 0.050 R- 11. 0 Plan ID: 0.100 22639.0 2263.9 0.140 24558.2 3438.1 R= Plan ID: ** . .!!l R= Plan ID: ** ~ R= Plan ID: Electric Resist. Other Heating 0> :J R= Plan ID: Ordinary 0.062 0.14 0' ro R= Plan ID: Conc(int) 0.19 0.19 a. 0 R= Plan ID: Conc(oth) 0.25 0.25 "Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) R- Plan ID: ;: 0> R= Plan ID: Electric Resist. Other Heating ::l" - ro D ~ R= Plan ID: 0.062 0.14 0<.9 Note: if insulated to levels required for opaque walls, list above with opaque walls ~ ~ ~ R= 19.0 Plan ID: I 0.056 3261. 0 182.6 0.056 3261.0 182.6 ::l !!l , Q; > o R= R= R= Q)... R=10.0 "0 0 ~.Q rnLL , - C C o ro .6:.0 ro ro U;a:: 2003 Washington State Nonresidential Energy Code Compliance Form Electric Resist. 0.029 Plan 10: Plan 10: Plan 10: Plan 10 R-10 . Vertical. on Foot1ng Exter10r 0.540 850.0 459.0 0.540 1250.0 675.0 Other Heating 0.056 , . R= 10.0 2003 Washington State Nonresidential Energy Code Compliance Form R-lO Horizontal on Plan 10 Slab Underside - Two Feet 280.0 ""0 u CO 0 (:niL , - c c o CO .6:0 CO CO V;ll:: 0.700 400.0 Electric Resist. Other Heating F=0.54 F=0.54 (see Table 13-1 for radiant floor values) R= R= Plan 10: Plan 10: *For CMU walls, indicate core insulation material. For compliance: 1) Proposed Total Area shall equal Targe Totals 14490.2 Climate Zone 1 ENV-SHGC 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Glazing Proposed SHGC Target SHGC List components by assembly 10 & page # SHGC* x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A 10: 0.380 18118.0 6884.8 0.450 16198.8 7289.5 10: Glazing % Electric Resist. Other Heating Ol c 10: 0-20% 1.00 1.00 'N co 10: >20-30% not allowed 0.65 Ci 10: >30-40% not allowed 0.45 10: (see Table 13-1 for Cone/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totalsl 18118.01 Totalsl 16198.81 6884.8 7289.5 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV-SUM1) exceeds the maximum allowed in Table 13-1. then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Glazing ArealOG: lOG: Opaque Area. .. Gross Exterior Wall Max GlaZing Area Area (Table 13-1) Other Roofs 537.0 31075.0 IVG: Walls 17581.0 22639.0 Note: OG : overhead glazing VG : vertical glazing Maximum Target Glazing Area 40497.0 x 40.0% 100 16198.8 Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining 537.0 Target VG Area For Target OG's, the 16198.8 I ~ lesser = I 16198.8 I ~ lesser = 15661. 8 lesser values are used both here and ~ 16198.8 ~ 16198.8 below. "- ~ Target OG Area,J, Proposed Opaque Area Proposed OG Area Target Opaque Area Roofs over Attics I I + I - I I = I I Other Roofs 31075.0 + 537.0 - 537.0 31075.0 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls I I 22639.0 I + I 17581.0 I - I 15661.8 I I 24558.2 I I TargetAreasOK I Note: If there is more than one type of wall. the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Building Permit Plans Checklist ENV-CHK 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Project Address Peninsula College Date 5/13/2005 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes, no, n.a.) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: Other If "Other", MOOl indicate on plans that electric resistance heat is not allowed n.a. 1310.2 Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insulation n.a. 1311.1 Insul. installation Indicate densities and clearances yes 1311.2 Roof /ceiling insul. Indicate R-value on roof sections for attics and other roofs; AOO2 Indicate clearances for attic Insulation; Indicate baffles if eave vents installed; Indicate face staplina of faced batts yes 1311.3 Wall insulation Indicate R-value on wall sections; AOO2 Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; ~ Indicate loose-fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; yes 1311.4 Floor insulation Indicate R-value on floor sections; AOO2 Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow throuah foundation vents yes 1311.5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; AOO2 Indicate slab insulation extends down vertically 24" from top; Indicate above arade exterior insulation is protected no 1311.6 Radiant floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where rea'd. bv Official yes 1312 Glazing and doors Provide calculation of glazing area (inCluding both vertical ENV-UA vertical and overhead) as percent of qross wall area yes 1312.1 U-factors Indicate glazing and door U-factors on glazing and door ENV-UA schedule (provide area-weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatinas, aas fillinas yes 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading ENV-UA coefficient on glazing schedule (provide area-weighted calculations as necessary) 1313 Moisture control n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side yes 1313.2 Roof/ceiling vap.rel. Indicate vapor retarder on roof section; A435 Indicate vap. retard. with sealed seams for non-wood struc. A471 yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A431 yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section A431 no 1313.5 Crawl space vap. reI. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakaae yes 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping A400'S yes 1314.2 Glazing/door sealing Indicate weatherstripping A450'S yes 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing A450'S PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) yes Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessary 2003 Washington State Nonresidential Energy Code Compliance Form If "no" is shown for any question, prOVide explanation: 2003 Washington State Nonresidential Energy Code Compliance Forms Project Address Peninsula College 38169 Date 5/13/2005 The following additional information is necessary to check a mechanical permit application for a complex mechanical For Building Department Use system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH-CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. Applicability Location Building Department (yes, no, n.a.) Component Information Required on Plans Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY .a. 1431.1 Field assem. sys. Provide calculations yes 1432.1 Setback & shut-off Indicate separate systems or show Isolation devices on plans M006 yes 1432.2.1 Air system reset Indicate automatic reset M006 yes 1432.2.2 Hydr. system reset Indicate automatic reset M006 yes 1433 Air Economizer Indicate economizer on equipment schedule or provide M604 calqulations to justify exemption n.a. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized yes 1434 Separate air sys. Indicate separate systems on plans M20XX yes 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, M006 unless use of exception is justified n.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations yes 1437 Elec. motor effic. MECH-MOT or Equip. Schedule with hp, rpm, efficiency M006 yes M002, 1438 Variable flow sys. Indicate variable flow on fan and pump schedules M003 n.a. 1439.1 Kitchen Hoods Indicate uncooled and unheated make-up air 1439.2 VAV yes Fume Hoods Indicate VAV, unheated/uncooled or heat rec. makeup M603 If "no" is circled for any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Section 1411.1 Equipment Efficiency Shall Meet Tables 14-1A through 14-1G No Yes Yes Yes 1411.1lntermillent Ignition Device & Power Venting or Damper. 0.75% Maximum Jacket Loss 1412.6 Modulating or staged Combustion Controls Required Section 1431.1 Calculations of Total OnoSite Energy Input & Ouput Required Section 1432.2 Supply Air Reset Controls Required (continued on back) I Yes No Section 1432.2 Hot Water Supply Temperature Reset Required Mechanical Summary (back) MECH-SUM 2003 Washington State Nonresidential Energy Code Compliance Form System Description If Heating/Cooling o Constant vol? o Air cooled? o Packaged sys? o <54,000 Btuh See Section 1421 for full description of or Cooling Only: o Split system? o Economizer included? or 1900 cfm? Simple System qualifications. If Heating Only: o <5000 cfm? o <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating/Cooling or Cooling Only 7-NO Yes A yyes No No Yes No No Yes~ No Yes Yes No No Simple System Allowed Use Complex Systems Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. I - Mechanical Summary MECH-SUM 2003 Washington State Nonresidential Energy Code Compliance Form 2003 Washington Slate Nonresidential Energy Code Compliance Farms 38189 Project Info Project Address Peninsula College Date 5/13/2005 1502 East Lauridsen Blvd. For Building Dept. Use Fort Angeles, ~ 98362 Applicant Name: Mark Leinenwever Applicant Address: 1100 Olive Way, Suite 320, Seattle, ~ 98101 Applicant Phone: (206) 448-1911 Project Description Briefly describe mechanical system type and features. New Science and Technology for Peninsula College in Port Angeles, WA. Science Wing has rooftop heating and cooling units for an interior VAV system using pressure independent air valves. Technology Wing has water source heat pumps with a ground-coupled well system for heat rejection and absorption. The remainder of the building is heated and ventilated. o Includes Plans Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option o Slmple System @ Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex systems.) Equipment Schedules The following infonnation is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Coolin~ Equipment Schedule Equip. Capacitj OSA CFM SEER ID Brand Name1 Model No.1 Btuth Total CFM or Econo? or EER IPLV3 Location See Mechanical Scheudles Heatine: Equipment Schedule Equip. Capacitj OSA cfm ID Brand Name' Model No.' Btuth Total CFM or Econo? Input Btuh Output Btuh Efficiency4 See Mechanical Scheudles Fan Equipment Schedule Equip. 10. Brand Name 1 Model No.' CFM SP1 HPtBHP Flow ControlS Location of Service See Mechanical Scheudles .\ Project Summary PRJ-SUM 2003 Washington State Nonresidential Energy Code Compliance Form 2003 Washington State Nonresidential Energy Code Compliance Forms Jul-04 Proj ect Info Project Address Peninsula College Date 5/13/2005 1502 East Lauricl.sen Blvd. For Building Department Use Fort Angeles, WA 98362 Applicant Name: Mark Leinenwever Applicant Address: 1100 Olive Way, Suite 320, Seattle, WA 98101 Applicant Phone: (206) 448-1911 Mechanical Permit Plans Checklist MECH-CHK 2003 Washington State Nonresldantiei Energy Code Campi.nee Forms 38169 Project Address Pen~nsu1a Co11ege Date 5/13/2005 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes, no, n.a.) Section Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& c1g. List heat pumps on schedule M002 yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency MOO3 yes 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss M003 and MOO6 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans MOO6 yes 1412.2 Deadband control Indicate 5 degree deadband minimum MOO6 .a. 1412.3 Humidity control Indicate humidistat - yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types MOO6.. yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage MOO6 yes 1412.4.2 Optimum Start Indicate optimum start controls MOO6 yes 1412.5 Heat pump control Indicate microprocessor on thermostat schedule M604 yes 1412.6 Combustion htg. Indicate modulating or staged control MOO6 yes 1412.7 Balancing Indicate balancing features on plans MOO6 yes 1422 Thermostat interlock Indicate thermostat interlock on plans MOO6 yes 1423 Economizers Equipment schedule M604 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M604 In.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at45 degF db & 40 deg F wb - In.a. 1413.2 Water Econo Doc Indicate c1g load & water econoe & clg tower performance - yes 1413.3 Integrated operation Indicate capability for partial cooling M604 In.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer - 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary MOO6 yes 1414.2 Duct insulation Indicate R-value of insulation on duct MOO6 yes 1415.1 Piping insulation Indicate R-value of insulation on piping MOO6 1416 Completion Requirements yes 1416.1&2 Drawings & Manuals Indicate requirement for record drawings and operation docs. MOO6 yes 1416.3.2 Air Balancing Indicate air system balance requirements MOOl yes 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements M402-3 yes 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report M006 yes 1424 Separate air sys. Indicate separate systems on plans M20XX yes Mechanical Completed and attached. Equipment schedule with types, Summary Form input/output, efficiency, cfm, hp, economizer SERVICl:. MI AIII'lG AND HI:AIED POOLS (Sections 1440-1454) 1440 Service water htg. In. a. 1441 Elec. water heater Indicate R-10 insulation under tank - yes 1442 Shut-off controls Indicate automatic shut-off MOO6 yes 1443 Pipe Insulation Indicate R-value of insulation on piping - In.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 - In.a. 1452 Heater Efficiency Indicate pool heater efficiency - In.a. 1453 Pool heater controls Indicate switch and 65 degree control - In.a. 1454 Pool covers Indicate vapor retardant cover - In.a. 1454 Pools 90+ degrees Indicate R-12 pool cover - 2003 Washington State Nonresidential Energy Code Compliance Form .J Lighting Summary LTG-SUM 1994 Washington State Energy Code Compliance Forms April 1994 Project Info Project Address Date 9-Mar-05 Science & Tech Bldg Peninsula College For Building Department Use Port Angeles, W A Applicant Name: Kevin Wartelle Applicant Address: 701 Dexter Ave N Suite 400, Seattle, Wa 981 ( 9 Applicant Phone: (206)285-7228, Fax (206)285-7294 lEroject Description 1!Xk New Building D Addition D Alteration Compliance Option D Prescriptive [Xl Lighting Power Allowance D Systems Analysis Alteration Exceptions D No Changes are being made to the lighting D Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor/room no.) Occupancy Description Watts per SF Area in SF Allowed x Area School 1.35 57866 78,119 Total Allowed Watts 78,119 Proposed Lighting Wattage (Interior) Location Number of Watts/ Proposed Watts/ (floor/room no.) Fixture Description Fixtures Fixture SF PF-1 : 2 LAMP T8, ELECT. BALLAS" 226 59 13,334 PF-2: 2 LAMP T8, ELECT. BALLAS" 329 59 19,411 PF-3: 2 LAMP T8, ELECT. BALLAS" 60 59 3,540 PF-4: 1 85W INDUCTION 22 85 1,870 PF-5: not used 0 PF-6: 2 LAMP T8, ELECT. BALLAS" 68 59 4,012 PF-7: 1 LAMP T8, ELECT. BALLAS" 240 35 8,400 PF-8: 1 LAMP T8, ELECT. BALLAS" 57 35 1,995 PF-9: 2 LAMP T8, ELECT. BALLAS" 10 59 590 PH-1: 400W MH 4 465 1,860 RF-1: 2 LAMP T8, ELECT. BALLAS 92 59 5,428 RF-1 D: 2 LAMP T8, ELECT. BALLA 16 59 944 RF-2: 1 LAMP T8, ELECT. BALLAST 29 35 1,015 RF-3: 1 LAMP 32PL T, ELEC BALLA 32 35 1,120 RF-3D: 1 LAMP 32PL T, ELEC BALL 8 35 280 SF-1: 2 LAMP T8, ELECT. BALLAS 6 59 354 Total Proposed Watts 64,153 Maximum Allowed Lighting Wattage (Exterior) Allowed Area in Allowed Watts Location Description Watts per SF SF x sf (or If) Covered Parking 0.2 0 0 Open Parking 0.2 6400 1,280 Outdoor Areas 0.2 0 0 Bldg. (by facade) 0.25 0 0 Bldg. (by perim.) 7.5 980 7,350 . Total Allowed Watts 8,630 I Proposed Lighting Wattage (Exterior) Location Number of Watts/ Allowed Watts/ (floor/room no.) Fixture Description Fixtures Fixture SF Parking P: 250 WATT MH 7 295 2,065 Courtyard P2: 70 WATT MH 7 94 658 Perimeter B: 70 WATT MH 7 94 658 Perimeter SF-2. 2 LAMP T8 ELECT. BALLAST 15 59 885 Total Proposed Watts 4,266 Science & Technology Building - New Ceiling Peninsula Colle e Port Angeles, Washington Construction Documents Specifications June 272008 o oQ. ~ ....J ~ - \J\ o ~ m r- t :5, ~ V" 3 ~ - <. ~ '- Q:) - WA State Project No.: 2004-95 1- (2-2) ~ 3 . ZW LMNARCHITECTS ~ -. 801 Second Avenue, Suite 501 t ~ Seattle, Washington 981 04 ~ ~ V206.682.3460 ,.:... -.. V? ~~ I I I I I I I I I 'I I I I il I I I I I. I ---l NOT APPLICABLE DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES NOT APPLICABLE DIVISION 07 - THERMAL AND MOISTURE PROTECTION NOT APPLICABLE DIVISION 08 - OPENINGS NOT APPLICABLE DIVISION 09 - FINISHES 092116 - GYPSUM BOARD ASSEMBLIES 095113 - ACOUSTICAL PANEL CEILINGS 099100 - PAINTS AND COATINGS DIVISION 10 - SPECIALTIES NOT APPLICABLE DIVISION 11 - EQUIPMENT NOT APPLICABLE DIVISION 12 - FURNISHINGS NOT APPLICABLE DIVISION 13 - SPECIAL CONSTRUCTION NOT APPLICABLE DIVISION 14 - CONVEYING EQUIPMENT NOT APPLICABLE Facility Services Subgroup DIVISION 15 - MECHANICAL 15000 - GENERAL PROVISIONS 15020 - WORK CLOSEOUT 15050 - TESTING AND BALANCING 15100 - BASIC MATERIALS AND METHODS 15180 - INSULATION 15500 - FIRE SPRINKLER SYSTEM 15810- AIR DISTRIBUTION SYSTEM DIVISION 16 - ELECTRICAL 16010 - ELECTRICAL WORK, GENERAL 16070 - SEISMIC SUPPORT 16100 - BASIC MATERIALS 16500 - LIGHTING END OF SECTION Science & Technology Building - New Ceiling Peninsula College 000010 - 2 Table of Contents Construction Documents @LMNArchitects SECTION 000010 - TABLE OF CONTENTS I I' PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP ADVERTISEMENT FOR BIDS INSTRUCTIONS TO BIDDERS BID PROPOSAL RESPONSIBILITY CRITERIA CERTIFICATE OF INSURANCE GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION SUPPLEMENTAL CONDITIONS WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS CLALLAM COUNTY WAGE RATE - 9 PAGES Science & Technology Building - New Ceiling Peninsula College 000010 - 1 Table of Contents Construction Documents @LMNArchitects I I I I I I I I I I I I I I I I I SPEC/FICA TlONS GROUP Genera/ Requirements Subgroup DIVISION 01 - GENERAL REQUIREMENTS 011000 - SUMMARY 012300 - ALTERNATES 012500 - PRODUCT SUBSTITUTION PROCEDURES Form: Substitution Request Form 012600 - CONTRACT MODIFICATION PROCEDURES Form: Architect's Supplemental Instructions Form: Change Order Request (Proposal) 013100 - PROJECT MANAGEMENT AND COORDINATION Form: Request for Interpretation 013200 - CONSTRUCTION PROGRESS DOCUMENTATION 013300 - SUBMITTAL PROCEDURES Form: Submittal Transmittal 013516 - COORDINATING ALTERATION WORK 014000 - QUALITY REQUIREMENTS 014500 - QUALITY CONTROL 015000 - TEMPORARY FACILITIES AND CONTROLS 016000 - PRODUCT REQUIREMENTS 017300 - EXECUTION REQUIREMENTS 017329 - CUTTING AND PATCHING 017400 - CLEANING 017700 - CLOSEOUT PROCEDURES 017800 - CLOSEOUT SUBMITTALS Form: Electronic Media Release Form Facility Construction Subgroup DIVISION 02 - EXISTING CONDITIONS NOT APPLICABLE DIVISION 03 - CONCRETE NOT APPLICABLE DIVISION 04 - MASONRY NOT APPLICABLE DIVISION 05 - METALS ~ . I I I ADVERTISEMENT FOR BIDS Sealed bid proposals will be accepted for the following project: PROJECT NO.: 2004-095 I (2-2) TITLE: Science Wing Ceilings AGENCY: E&AS for Peninsula College PROJECT MANAGER: James Copland ESTI1v:i:ATED BASE BID COST RANGE: $400,000.00 to $475,000.00 SUBMITTAL TIMEillATEZLOCATION: Prior to 12:00 P.M.,.Tuesday, July 22,2008 ' C Building Room C37 Peninsula College 1502 E Lauridsen Blvd., Port Angeles Public Bid Opening will commence at approximately 12:05 P.M. at Building M, (Science &Tech Bldg) Room M-121. BY: . Department of General Administration Division of Facilities, Engineering & Architectural Services . PRE-BID WALK-THROUGH: .1:00 P.M., Tuesday, July 15, 2008. Meet at Peninsula College, Building M, (Science & Tech Bldg.) Ground . Floor Lobby. For directions to the site Dfthe pre-bid walk-through, please ~ohtact the Consultant listed oelow. Contractors may obtain plans and specificatioIts from Reprographics Northwest, 616 8th Avenue S., .Seattle, WA98104, telephone (206) 624:.2040, fax (206) 382-4397, upon the deposit of$150.00. . Please make checks payable to Peninsula College. Plans must be returned in good condition within . seven (7) days following. bid date to obtain a refund of deposit. After seven days no refunds will be made. To view drawings and specifications on the internet, go to https://fortress.wa.gov/galinet/servletJEASBidCalSv. Plans may also be viewed through Builders . Exchange of Washington, Inc., at http://www.bxwa.com. (Bidders are encouraged to "Register as a. Bidder" in order to receive automatic e-maIl notifica~on of addenda and to be placed on the "Bidders List".) .Plans and specifications may also be viewed at the following plan centers: Builders Exchange of Washington, Everett; McGraw Hill Plan Center, Seattle; McGraw Hill Plan Center, Tacoma; Olympia Plan Service; Olympia; Olympic Peninsula Plan Center, Bremerton; Weekly Construction Reporter, Bellingham. I I 1 -I Please direct questions regarding this project to the office of the CoIisultant, LMN Architects, 801 Second Avenue, Suite 501, Seattle, W A 98104, _attn: _ Rich Johnson, telephone (206) 682-3460; fax (206) 343- : I_ 9388. Within 24/hours following the bid opening, results wilrbe available on E&A Services' web site at https://fortress.wa.gov/galinet/servlet/EASBidResSv. or by calling E&A Services at (360) 902-7272 to receive a fax copy. _ I: Bidder ResponsibilitY will be eval;ated for this project In determining bidder responsibility, the Owner shall consider an over all accounting of the criteria set forth in "DMSION 00 I- RESPONSIBILITY CRITERIA". Please direct questions regarding this subject to the office of the Consultant. I I The State reserves the right to accept or reject any or all proposals and to waive informalities. .1 I 200409SIadvbs I -I I '1 I I .1 I Advertisement For Bids Proj~ct No. 2004-095 1(2-2) June 25, 2008 Page 2 VoluntarynumericalMWBE goals of 10% MBE and 6% WBE have been established for this project. Achievement of the goals is encouraged. _ Bidders may contact the Office of Minority and Women's Business Enterprise to obtain information on certified firms.- - _- .' - STATE OF WASHINGTON DEP ARTJ\1ENT OF GENERAL ADMINISTRATION DMSIONOF FACILITIES, ENGINEERING & ARCillTECTURAL SERVICES _ \. r------ I. " 1 1- ...'} I I I I I I ,I 1 :1 I I 'I I I I / _/'. I I I Instructions to Bidders/ General Con'ditionsl Supplemental Conditions For State Facility Construction Effective March 20,2003 Approved By ~.wJ?rL J . W. Lynch, Assistant Director ombo, Assistant Attorney General .~ Washjngt~n State Depart!f1e~tof . '~General AdministratIOn Division of Engilleering 'and Architectural Services PO Box 41012 Olympia, WA 98504-1012 I I I I I I I I I I I I I I I I I I I INSTRUCTIONS TO BIDDERS FOR WASHINGTON STATE FACILITIES CONSTRUCTION PART 0 - GENERAL CONDITIONS 0.01 EXPLANATION TO PROSPECTIVE BIDDERS A. Any prospective bidder desiring an explanation or interpretation of the solicitation, drawings, specifications, etc., must submit a request in writing to the Architect/Engineer (A/E) 7 calendar days before the bid due date. Oral explanations or instructions given before the award of a contract will not be binding. Any infonnation given a prospective bidder concerning a solicitation will be furnished promptly to all other prospective bidders by addendum to the solicitation, if that information is necessary in submitting bids or if the lack of it would be prejudicial to other prospective bidders. B. In accordance with the legislative findings and policies set forth in Chapter 39.19 RCW the State of Washington encourages participation in all of its contracts by MWBE finns certified by the Office of Minority and Women's Business Enterprises (OMWBE). Participation may be either on a direct basis in response to this invitation or as a subcontractor to a bidder. However, unless required by federal statutes, regulations, grants, or contract terms referenced in the contract documents, no preference will be included in the evaluation of bids, no minimum level of MWBE participation shall be required as a condition for receiving an award, and bids will not be rejected or considered non-responsive on that basis. Any affirmative action requirements set forth in federal regulations or statutes included or referenced in the contract documents will apply. C. In accordance with RCW 39.04.320 the State of Washington requires 15% Apprenticeship Participation for all projects estimated to cost one million dollars or more. On applicable projects the bid advertisement and Bid Proposal form shall establish a minimum required percentage of apprentice labor hours compared to the total labor hours. Bidders may contact the Department of Labor and Indu~tries, Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, W A 98504-4530, by phone (360) 902-5320, and e-mail at thum235@lni.wa.gov, to obtain information on available apprenticeship programs. 0.02 PREP ARA TION OF BIDS - CONSTRUCTION A. Bids must be: (1) submitted on the bid proposal forms, or copies of forms, furnished by the Owner or the Owner's agent, and (2) signed in ink. the person signing a bid must initial each change appearing on any bid form. If the bid is made by a corporation, it shall be signed by the corporation's authorized designee. The address of the bidder shall be typed or printed on the bid form in the space provided. Instructions to Bidders _ Page 1 - July, 2Q07 l Instructions to Bidders _ Page ~ - July, 2007 I I I I I I I I I I II I I I I I I I II B. The bid form may require bidders to submit bid prices for one or more items on various bases, including: (1) lump sum base bid; (2) lump sum bid alternate prices; (3) unit prices; or (4) any combination of items (1) through (3) above. C. If the solicitation includes alternate bid items, failure to bid on the alternates may disquali fy the bid. If bidding on all items is not required, bidders should insert the words "no bid" in the space provided for any item on which no price is submitted. D. Substitute bid proposals will not be considered unless this solicitation authorizes their submission. 0.03 BID GUARANTEE A. When the sum of the base bid plus all additive bid alternates is $35,000.00 or less, bid security is not required. When the sum of the base bid plus all additive alternates is greater than $35,000.00, a bid guarantee in the amount of 5% of the base bid amount is required. Failure of the bidder to provide bid guarantee when required shall render the bid non-responsive. B. Acceptable forms of bid guarantee are: A bid bond or postal money order, or certified check or cashier's check made payable to the Washington State Treasurer. The Owner will return bid guarantees (other than bid bond) to unsuccessful bidders as soon as practicable, but not sooner than the execution of a contract with the successful bidder. The successful bidder's bid guarantee will be returned to the successful bidder with its official notice to proceed with the work of the contract. C. The bidder will allow 60 days from bid opening date for acceptance of its bid by the Owner. The bidder will return to the Owner a signed contract, insurance certificate and bond or bond waiver within 15 days after receipt of the contract. If the apparent successful bidder fails to sign all contractual documents or provide the bond and insurance as required or return the documents within 15 days after receipt of the contract, the Owner may terminate the award of the contract. D. In the event a bidder discovers an error in its bid following the bid opening, the bidder may request to withdraw its bid under the following conditions: 1. Written notification is received by the Owner within 24 hours following bid opening. I I I I I 'I I I II I I I I I I I I I I I 0.04 0.05 0.06 0.07 2. The bidder provides written documentation of the claimed error to the satisfaction of the Owner within 72 hours following the bid opening. The Owner will approve or disapprove the request for withdrawal of the bid in writing. If the bidder's request for withdrawal of its bid is approved, the bidder will be released from further obligation to the Owner without penalty. If it is disapproved, the Owner may retain the bidder's bid guarantee. ADDITIVE OR DEDUCTIVE BID ITEMS The low bidder, for purposes of award, shall be the responsive bidder offering the low aggregate amount for the base bid item, plus additive or deductive bid alternates selected by the Owner, and within funds available for the project. The bidder agrees to hold all bid alternate prices for sixty (60) days from date of bid openmg. ACKNOWLEDGEMENT OF ADDENDA Bidders shall acknowledge receipt of all addenda to this solicitation by identifying the addenda numbers in the space provided for this purpose on the bid proposal form. Failure to do so may result in the bid being declared non-responsive. SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK The bidder acknowledges that it has taken steps necessary to ascertain the nature and location of the work, and that it has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to (1) conditions bearing upon transportation, disposal, handling, and storage of materials; (2) the availability of labor, water, electric power, and road; (3) uncertainties of weather, river stages, tides, or similar physical conditions at the site; (4) the conformation and conditions of the ground; and (5) the character of equipment and facilities needed preliminary to and during the work. The bidder also acknowledges that it has satisfied itself as to character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site, including exploratory work done by the Owner, as well as from the drawings and specifications made a part of this contract. Any failure of the bidder to take the actions described and acknowledged in this paragraph will not relieve the bidder from responsibility for estimating properly the difficulty and cost of successfully performing the work. BID AMOUNTS A. The bid prices shown for each item on the bid proposal shall include all labor, material, equipment, overhead and compensation to complete all of the work for that item. Instructions to Bidders Page 3 - July, 2007 Instructions to Bidders Page 4 - July~ 2007 I I I I I I I I I I I I I I I I I I I B. The actual cost of building permit (only) and the public utility hookup fees will be a direct reimbursement to the Contractor or paid directly to the permitting agency by the Owner. Fees for these permits should not be included by the Bidder in the bid amount. C. The Bidder agrees to hold the base bid prices for sixty (60) days from date of bid opemng. 0.08 TAXES The bid amounts shall not include Washington State Sales Tax (WSST). All other taxes imposed by law shall be included in the bid amount. The Owner will include WSST in progress payments. The Contractor shall pay the WSST to the Department of Revenue and shall furnish proof of payment to the Owner if requested. [NOTE: Contractor must bond for contract amount plus the WSST.] 0.09 SUBMISSION OF BIDS A. Bid Proposals must be submitted on or before the time specified in the Advertisement for Bids. B. If the base bid and the sum of the additive alternates is one million dollars or more, the Bid Proposal shall comply with the following requirements: 1. Pursuant to RCW 39.30.060, if the base bid and the sum of the additive alternates is one million dollars or more, the Bidder shall provide names of the Subcontractors with whom the Bidder will subcontract for performance of heating, ventilation and air conditioning (BY AC), plumbing, and electrical. 2. The Bidder can name itself for the performance of the work. 3. The Bidder shall not list more than one Subcontractor for each category of work identified UNLESS Subcontractors vary with bid alternates, in which case the Bidder must indicate which Subcontractor will be used for which alternate. 4. Failure of the Bidder to submit as part of the bid the NAMES of such Subcontractors or to name itself to perform such work shall render the Bidder's bid nonresponsive and, therefore, void. C. The Bid Proposal shall be submitted in a sealed envelope addressed to the office specified in the Advertisement for Bids. The envelope shall have printed on the outside: I I , I I I I I I I I I I I I I I 'I I I 0.10 0.11 1. The project number and description. 2. The name and address of the bidder. 3. Identification as Bid Proposal. D. Prior to the bid opening, the Owner's representative will designate the official bid clock. Any part of the bid proposal or bid modification not received prior to the times specified, per the designated bid clock, will not be considered and the bid will be returned to the bidder unopened. E. A bid may be withdrawn in person by a bidder's authorized representative before the opening of the bids. Bidder(s) representative will be required to show 10 and sign on bid summary sheet before it will be released. F. People with disabilities who wish to request special accommodation, (e.g., sign language interpreters, Braille, etc.) need to contact the Owner ten (10) working days prior to the scheduled bid opening. BID RESULTS After the Bid Opening, Bidders may obtain bid results from the office of E&AS by calling (360) 902-7272 or by logging on to E&AS' web site: https://fortress.wa.gov/ga/inet/servlet/EASBidResSv. Bid results may also be obtained from the A/E. LOW RESPONSIBLE BIDDER If applicable, it is the intent of the Owner to award a contract to the low responsible bidder. In determining the bidder's responsibility, the Owner shall consider an overall accounting ofthe attached "DIVISION 00 RESPONSIBILITY CRITERIA". Upon Owner's request, the apparent low bidder must supply the requested information within two (2) business days of request by Owner. Withholding information or failure to submit all the information requested within the time provided shall render the bid non- responsive. If the Owner determines that the apparent low bidder is not responsible, the Owner will notify the bidder of its preliminary determination in writing. Within three (3) days after receipt of the preliminary determination, the bidder may withdraw its bid or request a hearing. The Owner will schedule a hearing within three (3) working days of receipt of the bidder's request. The hearing members will include the Client Agency Representative, EAS Assistant Director, Deputy Assistant Director, and Project Manager. The Owner will issue a Final Determination after reviewing information presented at the hearing. The Owner's Final Determination is specific to this project, and will have no effect on other or future projects. "SUBCONTRACTOR RESPONSIBILITY CRITERIA" In accordance with SHB 2010 amending RCW 39.04 the Contractor shall include the language of this paragraph in Instructions to Bidders Page 5 - July, 2007 Instructions to Bidders Page ~ - July, 2007 I I I I I I I I I I I I I I I I I I I each of its first tier subcontracts, and shall require each of its subcontractors to include the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. The requirements of this paragraph apply to all subcontractors regardless of tier. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: 1. Have a current certificate of registration as a contractor in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; 2. Have a current Washington Unified Business Identifier (UBI) number; and if applicable, have: a. Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW; b. A Washington Employment Security Department number, as required in Title 50 RCW; c. A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; d. An electrical contractor license, if required by Chapter 19.28 RCW; e. An elevator contractor license, if required by Chapter 70.87 RCW. f. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). I I I I I I I I I I I I I I I I I I I 0.12 CONTRACT AWARD A. The Owner will evaluate bids responsiveness and responsibility. I. A bid will be considered responsive if it meets the following requirements: a) It is received at the proper time and place. b) It meets the stated requirements of the bid proposal. c) It is submitted by a licensed/registered contractor within the State of Washington at the time of bid opening and is not banned from bidding by the Department of Labor and Industries. d) It is accompanied by a bid guarantee, if required. 2. A bid will be considered responsible if it meets the following requirements: a) It meets an overall accounting of the responsibility criteria established for the project. B. The Owner reserves the right to accept or reject any or all bid proposals and to waive informalities. C. The Owner may negotiate bid price adjustments with the low responsive bidder, including changes in the contract documents, to bring the bid within the available funding per RCW 39.04.015. D. The apparent low bidder, for purpose of award, shall be the responsive bidder offering the low aggregate amount for the base bid plus selected additive or deductive bid alternates and meeting all other bid submittal requirements. E. The Contract will only become effective when signed by the Owner. Prior to the Owner's signature, any and all costs incurred shall be the sole responsibility of the bidder. 0.13 DOCUMENTS (ATTACHED) A. Advertisement for Bids B. Responsibility Criteria (if applicable) C. Bid Proposal D. Washington State Prevailing Wage Rates E. Certificate of Insurance form Note: AlA Payment Bond and Performance Bond forms (A312) are required. These forms will not be provided by the Owner. Instl1Jctions To Bidders/Reference Documents Instructions to Bidders Page 7 - July, 2007 I I I I I I I I I I I I I I I I I I I Project Name: Peninsula College Science Wing Ceilings Name of Firm: LMN Architects Proiect No.: 2004-095 1(2-2) STATE OF WASHINGTON DEPARTMENT OF GENERAL ADMINISTRATION DIVISION OF FACILITIES, ENGINEERING & ARCHITECTURAL SERVICES 206 GENERAL ADMINISTRATION BUILDING OL YMPIA, WASHINGTON, 98504 BID PROPOSAL In compliance with the contract documents, the following bid proposal is submitted: I) BASE BID (Including Trench Excavation Safety Provisions) $ (Please print dollar amount in space above) (do not include Washington State Sales Tax) TRENCH EXCA V A TION SAFETY PROVISIONS I $ N .A. (Included also in Base Bid) If the bid amount contains any work which requires trenching exceeding a depth of four feet, all costs for trench safety shall be included in the Base Bid and indicated above for adequate trench safety systems in compliance with Chapter 39.04 RCW. 49.17 RCW and WAC 296- 155-650. Bidder must include a lump sum dollar amount in blank above (even if the value is $0.00) to be responsive. 2) BID ALTERN A TES (SpecifY whether additive or deductive) (I) Room Ml16 (Additive) $ (2) Room M216 (Additive) $ (3) Room M214 (Additive) $ (4) Room M219 (Additive) $ (5) $ (6) $ Do not include Washington State Sales Tax in alternate amounts. The Owner reserves the right to accept or reject any or all bid prices within sixty (60) days of the bid date. Time for Completion The undersigned hereby agrees to complete all the work under th~ Base Bid (and accepted alternates) within calendar days after the date of Notice to Proceed. Page 1 of3 June 2008 Unit Item No. Description 1. 2. 3. 4. 5. Estimated Quantities Additive Unit Price $ $ $ $ $ Deductive Unit Price $ $ $ $ $ Per Measurement I I I I I Project Name: Peninsula College Science Wing Ceilings Name of Firm: LMN Architects Proiect No.: 2004-095 1(2-2) UNIT PRICES (Where applicable) (Do not include Washington State Sales Tax) The above unit prices shall be for any additive and deductive work within 15% of the above estimated quantities. The unit price shall include full compensation for the cost of labor, materials, equipment, overhead, profit and any additional costs associated with the unit bid. Desil!nated Work Firm Name 1. HVAC La. HV AC Alternate Bid # (if applicable) 2. Plumbing 2.a. Plumbing Alternate Bid #_ (if applicable) 3. Electrical I I I I I I I I I The Owner reserves the right to accept or reject any or all unit prices within sixty (60) days of the bid date. Subcontractor Listinl! - RCW 39.30.060 If the base bid and the sum of the additive alternates is one million dollars or more the bidder shall provide names of the subcontractors with whom the bidder will directly subcontract for performance of the following work. If the bidder intends to perform the work, the bidder must enter its name for that category of work. The bidder shall not list more than one subcontractor for each category of work identified UNLESS subcontractors vary with bid alternates, in which case the bidder must indicate which subcontractor will be used for which alternate. Failure of the bidder to submit the NAMES of such subcontractors or to name itself to perform such work shall render the bidder's bid nonresponsive and. therefore. void. Page 2 of3 June 2008 I I I I 3.a. Electrical Alternate Bid # (if applicable) Bidder may attach a separate sheet for additional alternate bid subcontractors. I I I I I I I I I I I I I I I I I I I I I Project Name: Peninsula College Science Wing Ceilings Name of Firm: LMN Architects Proiect No.: 2004-095 I (2-2) Apprenticeship Requirements The apprentice labor hours required for this project are 15% of the total labor hours. The undersigned agrees to utilize this level of apprentice participation. Liquidated Damages The undersigned agrees to pay the Owner as liquidated damages the sum of $500 for each consecutive calendar day that is in default after the Contract Time. Liquidated damages shall be deducted from the contract by change order. Receipt of Addenda Receipt of the following addenda is acknowledged: Addendum No. Addendum No. Addendum No. Addendum No. Addendum No. Addendum No. Name of Firm NOTE: (f bidder is a corporation, write State of Incorporation; if a partnership. give/ull names and addresses of all parties below. Signed by , Official Capacity Print Name Address City State Zip Code Date Telephone FAX State of Washington Contractor's License No. Federal Tax ID # e-mail address: Employment Security Department No. Page 3 of3 June 2008 II I I I I I I I I I I I II I I I I I I Division 00 Responsibility Criteria Low Responsible Bidder It is the intent of the Owner to award a contract to the low responsible bidder. In determining the bidder's responsibility, the Owner shall consider an overall accounting of the items listed below. The bidder must submit the following information, demonstrating that they meet the listed criteria: 1. Capacity o Category Current Workload Required Information / Criteria Provide a list of all construction contracts $ and above [the PM may adjust this amount as it relates to the project value] your firm has in progress and those projected to commence during the next 6 months, giving the name of project; name, address, and phone number of owner and architect; contract amount; percentage complete, and scheduled completion date. Failure to list all projects shall render the bid non-responsive. List the current and projected workload for the next 12 months including this Contract, expressed in total contract value. $ List actual contracted workload for the previous 12 months, expressed in total contract value. $ The bidder's current and projected workload during the life of this contract, shall not exceed 150% of the actual contracted workload over the previous 12 months unless the bidder can demonstrate to the Owner's satisfaction that it has the capacity to assume the additional work of this project, provide adequate staffing, and meet project demands. 2. Previous Experience Category o List of Completed Projects Required Information / Criteria Provide a list of all the construction contracts $ and above [the PM may adjust this amount as it relates to the project value] your firm has completed in each of the past three (3) years, giving the name of project; name, address, and phone number of owner and architect; contract amount; date of completion; and percentage of the cost of the work performed with your own forces. This information will be used for references. o Contractor's Experience on Projects of Similar Size and Complexity [Insert Project specific information here] Example: General Contractor- Minimum (5) years _ 09/15/03_ experience managing similar projects. I I I I I Division 00 Responsibility Criteria o Experience of Superintendent o Experience of Project Manager Example: Lighting Subcontractor- Minimum (5) years experience in theater applications. Submit resume and references of the person proposed by the bidder to superintend the work. This person shall have managed projects of similar complexity and similar size, and successfully completed the project(s) within the last five (5) years. Submit resume and references of the person proposed by the bidder to manage the project. This person shall have managed projects of similar complexity and similar size, and successfully completed the project(s) within the last five (5) years. I I I I I I I 3. Ability to Perform Within Time Specified Category o Contractor's Ability to Meet the Project Schedule 4. References Category o References from Owners of Previous Projects o Public Agency Debarment Required Information / Criteria Provide a list of construction contracts $ and above by title, original contract time, and change order time extensions completed within the past five (5) years. Bidder shall document that it achieved substantial completion of these projects of similar size and scope within no more than 105% of the final contracted time for completion (including change ordered adjustments). Required Information / Criteria Owner may check references by contacting owners and architects of previous projects on bidder's performance over the past three (3) years. On average, such references shall be satisfactory or better on a five-category scale with "satisfactory" at mid scale. A reference score sheet will be utilized for rating completed projects of similar scope and value. I I I I I I I Bidder shall not have been debarred by any Public agency within the past two (2) years. The apparent low bidder must provide the above-required information within two (2) working days of receiving Owner request. Failure to submit such information to the satisfaction of the Owner within the time provided may render the bid non-responsive. 09/15/03 I I I I I I Fonn S.F. 500 A (7/2/92 ) State of Washington THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CERTIFICATE OF INSURANCE INSURED (Legal name and business address) CERTIFICATE HOLDER: STATE OF WASHINGTON CONTRACT NUMBER DEPT. OF GENERAL ADMINISTRATION DIVISION OF E&A SERVICES 206 GENERAL ADMINISTRATION BUILDING OLYMPIA, WASHINGTON 98504-1012 PROJECT DESCRIPTION 1 lOCATIONS 1 VEHICLES 1 RESTRICTIONS 1 SPECIAL ITEMS: DATE ISSUED: I CO lTR I I I I I I I eliod indicated. TYPE OF INSURANCE POLICY NUMBER Date Policy Effective (MMIDD/YY) Date Policy Expires (MMIDD/YY) ALL LIMITS IN THOUSANDS $ $ $ $ $ $ GENERAL LIABILITY Commercial General liability Claims Made D OcculTence Owner's & Contractors Protection Deductible $ AUTOMOBILE LIABILITY Any Auto All Owned Autos Scheduled Autos Hired Autos Non-Owned Autos Garage liability Deductible $ EXCESS LIABILITY CSL $ Bodily InjUlY (per person) $ Bodily InjUlY (per accident) $ Property Damage $ Each OcculTence Other Than Umbrella Fonn $ STATUTORY $ $ $ WORKERS COMPENSATION AND EMPLOYER'S LIABILITY OTHER ADDITIONAL PROVISIONS I The State of Washington is included as additional insured as related to the above mentioned project. Should any of the above desclibed policies be cancelled before the expiration date thereof, the issuing Company must deliver or mail not less than a 45 days written notice to the above Celtificate Holder, per RCW 48.18.290 I NOTE: I I I I COMPANIES AFFORDING COVERAGE ISSUING COMPANY, AGENT OR REPRESENTATIVE Attach a separate sheet to this celtificate giving all the company names and their percentage of coverage, if clarification is needed, A NAME: ADDRESS: ..... E '0 ...J >-. s:: '" 0.. a o U B C AuthOlized Signature Title Signature Date Signee Name Telephone No. o E :1 I 'I I I I --" I I .' Instructions to Bidders/ General Conditions/ Supplemental Conditions' For State Facility Construction ) Effective March 20, 2003 Approved By . ~.M/~ J 'W. Lynch, Assistant Director ombo, Assistant Attorney General . .~ Washjngt~n State Depart!l1e~tof . .'~General AdmmlstratlOn ) Division of Engilleering 'and ArchitecturalService$ PO Box 41012 Olympia, WA 98504-1012 I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I Part Page PART 1 GENERAL PROVISIONS 1.01 Definitions 2 1.02 Order of Precedence 3 1.03 Execution and Intent 3 PART 2 INSURANCE AND BONDS 2.01 Contractor's Liability Insurance 5 2.02 Coverage Limits 5 2.03 Insurance Coverage Certificates 5 2.04 Payment and Performance Bonds 5 2.05 Additional Bond Security 6 2.06 Builder's Risk 6 PART 3 TIME AND SCHEDULE 3.01 Progress and Completion 7 3.02 Construction Schedule 7 3.03 Owner's Right to Suspend the Work for Convenience 7 3.04 Owner's Right to Stop the Work for Cause 8 3.05 Delay 8 3.06 Notice to Owner of Labor Disputes 8 3.07 Damages for Failure to Achieve Timely Completion 9 PART 4 SPECIFICATIONS, ORA WINGS, AND OTHER DOCUMENTS 4.01 Discrepancies and Contract Document Review 10 4.02 Project Record 10 4.03 Shop Drawings 10 4.04 Organization of Specifications I I 4.05 Ownership and Use of Drawings, Specifications, and Other Documents II I I I I I I I I I I I PART 5 5.01 5.02 5.03 5.04 5.05 5.06 5.07 5.08 PERFORMANCE Contractor Control and Supervision 13 Permits, Fees and Notices I3 Patents and Royalties 13 Prevailing Wages 13 Hours of Labor 14 Nondiscrimination 14 Safety Precautions 15 Operations, Material Handling, and Storage Areas 16 Prior Notice of Excavation 17 Unforeseen Physical Conditions 17 Protection of Existing Structures, Equipment, Vegetation, Utilities, and Improvements 17 Layout of Work 17 Material and Equipment 18 I I I 5.09 5.10 5.11 I 5.12 5.13 1- March 20, 2003 00700 - page I Part 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 PART 6 6.01 6.02 6.03 6.04 6.05 6.06 6.07 6.08 6.09 Availability and Use of Utility Services Tests and Inspection Correction of Nonconforming Work Clean Up Access to Work Other Contracts Subcontractors and Suppliers Warranty of Construction Indemnification PAYMENTS AND COMPLETION Contract Sum Schedule of Values Application for Payment Progress Payments Payments Withheld Retainage and Bond Claim Rights Substantial Completion Prior Occupancy Final Completion, Acceptance, and Payment PART 7 CHANGES 7.01 Changes in the Work 7.02 Change in the Contract Sum 7.03 Change in the Contract Time Part I Page 18 18 19 20 20 20 20 21 21 22 22 22 22 23 23 23 23 24 25 25 31 PART 8 CLAIMS AND DISPUTE RESOLUTION 8.01 Claims Procedure 33 8.02 Arbitration 34 8.03 Claims Audits 34 PART 9 TERMINATION OF THE WORK 9.0 I Termination by Owner for Cause 36 9.02 Termination by Owner for Convenience 36 PART 10 MISCELLANEOUS PROVISIONS 10.01 Governing Law 38 10.02 Successors and Assigns 38 10.03 Meaning of Words 38 10.04 Rights and Remedies 38 10.05 Contractor Registration 38 10.06 Time Computations 38 10.07 Records Retention 38 10.08 Third-Party Agreements 38 10.09 Antitrust Assignment 38 GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I PART I - GENERAL PROVISIONS I. 1.0 I DEFINITIONS A. "Application for Payment" means a written request submitted by Contractor to AlE for J. payment of Work completed in accordance with the Contract Documents and approved Schedule of Values, supported by such substantiating data as Owner or AlE may require. B. "Architect," "Engineer," or "AlE" means a K. person or entity lawfully entitled to practice architecture or engineering, representing Owner within the limits of its delegated authority. C. "Change Order" means a written instrument L. signed by Owner and Contractor stating their agreement upon all of the following: (I) a change in the Work; (2) the amount of the adjustment in the Contract Sum, if any, and (3) M. the extent of the adjustment in the Contract Time, if any. D. "Claim" means Contractor's exclusive remedy for resolving disputes with Owner regarding the N. terms of a Change Order or a request for equitable adjustment, as more fully set forth in part 8. E. "Contract Award Amount" is the sum of the Base Bid and any accepted Alternates. F. "Contract Documents" means the Advertisement O. for Bids, Instructions for Bidders, completed Form of Proposal, General Conditions, Modifications to the General Conditions, Supplemental Conditions, Public Works P. Contract, other Special Forms, Drawings and Specifications, and all addenda and modifications thereof. G. "Contract Sum" is the total amount payable by Owner to Contractor for performance of the Q. Work in accordance with the Contract Documents. H. "Contract Time" is the number of calendar days R. allotted in the Contract Documents for achieving Substantial Completion of the Work. March 20, 2003 00700 - page 2 I Part I "Contractor" means the person or entity who has agreed with Owner to perform the Work in accordance with the Contract Documents. I I "Drawings" are the graphic and pictorial portions of the Contract Documents showing the design, location, and dimensions of the Work, and may include plans, elevations, sections, details, schedules, and diagrams. I "Final Acceptance" means the written acceptance issued to Contractor by Owner after Contractor has completed the requirements of the Contract Documents. I I "Final Completion" means that the Work is fully and finally completed in accordance with the Contract Documents. I "Force Majeure" means those acts entitling Contractor to request an equitable adjustment in the Contract Time, as more fully set forth in paragraph 3.05A. I I "Notice" means a written notice which has been delivered in person to the individual or a member of the firm or entity or to an officer of the corporation for which it was intended or, if delivered or sent by registered or certified mail, to the last business address known to the party giving notice. I I "Notice to Proceed" means a notice from Owner to Contractor that defines the date on which the Contract Time begins to run. I "Owner" means the state agency, institution, or its authorized representative with the authority to enter into, administer, and/or terminate the Work in accordance with the Contract Documents and make related determinations and findings. I I "Person" means a corporation, partnership, business association of any kind, trust, company, or individual. I "Prior Occupancy" means Owner's use of all or parts of the Project before Substantial Completion. I I I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I S. "Progress Schedule" means a schedule of the Work, in a form satisfactory to Owner, as further set forth in section 3.02. I I T. "Project" means the total construction of which the Work performed in accordance with the Contract Documents may be the whole or a part and which may include construction by Owner or by separate contractors. I U. "Project Manual" means the volume usually assembled for the Work which may include the bidding requirements, sample forms, and other Contract Documents. I I V. "Project Record" means the separate set of Drawings and Specifications as further set forth in paragraph 4.02A. I W. "Schedule of Values" means a written breakdown allocating the total Contract Sum to each principle category of Work, in such detail as requested by Owner. I x. "Specifications" are that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the Work, and performance of related services. I I y. "Subcontract" means a contract entered into by Subcontractor for the purpose of obtaining supplies, materials, equipment, or services of any kind for or in connection with the Work. I I Z. "Subcontractor" means any person, other than Contractor, who agrees to furnish or furnishes any supplies, materials, equipment, or services of any kind in connection with the Work. I AA. "Substantial Completion" means that stage in the progress of the Work where Owner has full and umestricted use and benefit of the facilities for the purposes intended, as more fully set forth in section 6.07. I I AB. "Work" means the construction and services required by the Contract Documents, and includes, but is not limited to, labor, materials, supplies, equipment, services, permits, and the manufacture and fabrication of components, performed, furnished, or provided in accordance with the Contract Documents. I I I March 20, 2003 00700 - page 3 Part I 1.02 ORDER OF PRECEDENCE Any conflict or inconsistency in the Contract Documents shall be resolved by giving the documents precedence in the following order. I. Signed Public Works Contract, including any Change Orders, and any Special Forms. 2. Supplemental Conditions. 3. Modifications to the General Conditions. 4. General Conditions. 5. Specificationsuprovisions in Division I shall take precedence over provisions of any other Division. 6. Drawingsuin case of conflict within the Drawings, large scale drawings shall take precedence over small scale drawings. 7. Signed and Completed Form of Proposal. 8. Instructions to Bidders. 9. Advertisement for Bids. 1.03 EXECUTION AND INTENT Contractor makes the following representations to Owner: 1. The Contract Sum is reasonable compensation for the Work and the Contract Time is adequate for the performance of the Work, as represented by the Contract Documents; 2. Contractor has carefully reviewed the Contract Documents, visited and examined the Project site, become familiar with the local conditions in which the Work is to be performed, and satisfied itself as to the nature, location, character, quality and quantity of the Work, the labor, materials, equipment, goods, supplies, work, services and other items to be furnished and all other requirements of the Contract Documents, as well as the surface and subsurface conditions and other matters that may be encountered at the Project site or affect performance of the Work or the cost or difficulty thereof; GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION 3. Contractor is financially solvent, able to pay its debts as they mature, and possesses sufficient working capital to complete the Work and perform Contractor's obligations required by the Contract Documents; and 4. Contractor is able to furnish the plant, tools, materials, supplies, equipment and labor required to complete the Work and perform the obligations required by the Contract Documents and has sufficient experience and competence to do so. March 20, 2003 00700 - page 4 I I Part I I I I I I I I I I I I I I I I I I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I PART 2 - INSURANCE AND BONDS I 2.01 CONTRACTOR'S LIABILITY INSURANCE I Prior to commencement of the Work, Contractor shall obtain all the insurance required by the Contract Documents and provide evidence satisfactory to Owner that such insurance has been procured. Review of the Contractor's insurance by Owner shall not relieve or decrease the liability of Contractor. Companies writing the insurance to be obtained by this part shall be licensed to do business under Chapter 48 RCW or comply with the Surplus Lines Law of the State of Washington. Contractor shall include in its bid the cost of all insurance and bond costs required to complete the base bid work and accepted alternates. Insurance carriers providing insurance in accordance with the Contract Documents shall be acceptable to Owner, and its A. M. Best rating shall be indicated on the insurance certificates. I I I I A. Contractor shall maintain the following insurance coverage during the Work and for one year after Final Acceptance. Contractor shall also maintain the following insurance coverage during the performance of any corrective Work required by section 5.17. I I I. General liability on the ISO 1986 New Occurrence Form or its equivalent which will include: I a. Completed operations/products liability; I b. Explosion, collapse, and underground; and I c. Employer's liability coverage. 2. Automobile liability II B. Contractor shall comply with the Washington State Industrial Insurance Act and, if applic~ble, the Federal Longshoremen's and Harbor Workers' Act and the Jones Act. I c. All insurance coverages shall protect against claims for damages for personal and bodily injury or death, as well as claims for property damage, which may arise from operations in connection with the Work whether such operations are by Contractor or any Subcontractor. I I Part 2 I March 20, 2003 00700 - page 5 D. All insurance coverages shall be endorsed to include Owner as an additional named insured for Work performed in accordance with the Contract Documents, and all insurance certificates shall evidence the Owner as an additional insured. 2.02 COVERAGE LIMITS The coverage limits shall be as follows: A. Limits of Liability shall not be less than $1,000,000 Combined Single Limit for Bodily Injury and Property Damage (other than Automobile liability) Each Occurrence; Personal Injury and Advertising Liability Each Occurrence. B. $2,000,000 Combined Single Limit Annual General Aggregate. C. $2,000,000 Annual Aggregate for Products and Completed Operations Liability. D. $1,000,000 Combined Single Limit for Automobile Bodily Injury and Property Damage Liability, Each Accident or Loss. 2.03 INSURANCE COVERAGE CERTIFICATES A. Prior to commencement of the Work, Contractor shall furnish to Owner a completed certificate of Insurance coverage. B. All insurance certificates shall name Owner's Project number and Project title. C. All insurance certificates shall specifically require 45 days prior notice to Owner of cancellation or any material change, except 30 days for surplus line Insurance. 2.04 PAYMENT AND PERFORMANCE BONDS Payment and performance bonds for 100% of the Contract Sum, including all Change Orders and state sales tax, shall be furnished for the Work, and shall be in a form acceptable to the Owner. No payment or performance bond is required if the Contract Sum is $25,000 or less and Contractor agrees that Owner may, in lieu of the bond, retain 50% of the Contract Sum for the period allowed by RCW 39.08.010. GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I 2.05 ADDITIONAL BOND SECURITY Contractor shall promptly furnish additional security required to protect Owner and persons supplying labor or materials required by the Contract Documents if: I A. Owner has a reasonable objection to the surety; or I B. Any surety fails to furnish reports on its financial condition if requested by Owner. I 2.06 BUILDER'S RISK I A. Contractor shall purchase and maintain property insurance in the amount of the Contract Sum including all Change Orders for the Work on a replacement cost basis until Substantial Completion. The insurance shall cover the interest of Owner, Contractor, and any Subcontractors, as their interests may appear. I I B. Contractor property insurance shall be placed on an "all risk" basis and insure against the perils of fire and extended coverage and physical loss or damage including theft, vandalism, malicious mischief, collapse, false work, temporary buildings, debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for AlE's services and expenses required as a result of an insured loss. I I I C. Owner and Contractor waive all subrogation rights . against each other, any Subcontractors, AlE, AlE's subconsultants, separate contractors described in section 5.20, if any, and any of their subcontractors, for damages caused by fire or other perils to the extent covered by property insurance obtained pursuant to this section or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by Owner as fiduciary. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. I I I I I I Part 2 I March 20, 2003 00700 - page 6 I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I PART 3 - TIME AND SCHEDULE I 3.01 PROGRESS AND COMPLETION I Contractor shall diligently prosecute the Work, with adequate forces, achieve Substantial Completion within the Contract Time, and achieve Final Completion within a reasonable period thereafter. I 3.02 CONSTRUCTION SCHEDULE I A. Unless otherwise provided in Division I, Contractor shall, within 14 days after issuance of the Notice to Proceed, submit a preliminary Progress Schedule. The Progress Schedule shall show the sequence in which Contractor proposes to perform the Work, and the dates on which Contractor plans to start and finish major portions of the Work, including dates for shop drawings and other submittals, and for acquiring materials and equipment. I I I B. Unless otherwise provided in Division 1, The Progress Schedule shall be in the form of a bar chart, or a critical path method analysis, as specified by Owner. The preliminary Progress Schedule may be general, showing the major portions of the Work, with a more detailed Progress Schedule submitted as directed by Owner. I I C. Owner shall return comments on the preliminary Progress Schedule to Contractor within 14 days of receipt. Review by Owner of Contractor's schedule does not constitute an approval or acceptance of Contractor's construction means, methods, or sequencing, or its ability to complete the Work within the Contract Time. Contractor shall revise and resubmit its schedule, as necessary. Owner may withhold a portion of progress payments until a Progress Schedule has been submitted which meets the requirements of this section. I I I I D. Contractor shall utilize and comply with the Progress Schedule. On a monthly basis, or as otherwise directed by Owner, Contractor shall submit an updated Progress Schedule at its own expense to Owner indicating actual progress. If, in the opinion of Owner, Contractor is not in conformance with the Progress Schedule for reasons other than acts of Force Majeure as I I Part 3 I March 20, 2003 00700 - page 7 identified in section 3.05, Contractor shall take such steps as are necessary to bring the actual completion dates of its work activities into conformance with the Progress Schedule, or revise the Progress Schedule to reconcile with the actual progress of the Work. E. Contractor shall promptly notify Owner in writing of any actual or anticipated event which is delaying or could delay achievement of any milestone or performance of any critical path activity of the Work. Contractor shall indicate the expected duration of the delay, the anticipated effect of the delay on the Progress Schedule, and the action being or to be taken to correct the problem. Provision of such notice does not relieve Contractor of its obligation to complete the Work within the Contract Time. 3.03 OWNER'S RIGHT TO SUSPEND THE WORK FOR CONVENIENCE A. Owner may, at its sole discretion, order Contractor, in writing, to suspend all or any part of the Work for up to 90 days, or for such longer period as mutually agreed. B. Upon receipt of a written notice suspending the Work, Contractor shall immediately comply with its terms and take all reasonable steps to minimize the incurrence of cost of performance directly attributable to such suspension. Within a period up to 90 days after the notice is delivered to Contractor, or within any extension of that period to which the parties shall have agreed, Owner shall either: 1. Cancel the written notice suspending the Work; or 2. Terminate the Work covered by the notice as provided in the termination provisions of part 9. c. If a written notice suspending the Work is cancelled or the period of the notice or any extension thereof expires, Contractor shall resume Work. D. Contractor shall be entitled to an equitable adjustment in the Contract Time, or Contract GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I Sum, or both, for increases in the time or cost of performance directly attributable to such suspension, provided Contractor complies with all requirements set forth in part 7. 3.04 OWNER'S RIGHT TO STOP THE WORK FOR CAUSE A. If Contractor fails or refuses to perform its obligations in accordance with the Contract Documents, Owner may order Contractor, in writing, to stop the Work, or any portion thereof, until satisfactory corrective action has been taken. B. Contractor shall not be entitled to an equitable adjustment in the Contract Time or Contract Sum for any increased cost or time of performance attributable to Contractor's failure or refusal to perform or from any reasonable remedial action taken by Owner based upon such failure. 3.05 DELAY A. Any delay in or failure of performance by Owner or Contractor, other than the payment of money, shall not constitute a default hereunder if and to the extent the cause for such delay or failure of performance was unforeseeable and beyond the control of the party ("Force Majeure"). Acts of Force Majeure include, but are not limited to: 1. Acts of God or the public enemy; 2. Acts or omissions of any government entity; 3. Fire or other casualty for which Contractor is not responsible; 4. Quarantine or epidemic; 5. Strike or defensive lockout; 6. Unusually severe weather conditions which could not have been reasonably anticipated; and 7. Unusual delay in receipt of supplies or products which were ordered and expedited and for which no substitute reasonably acceptable to Owner was available. B. Contractor shall be entitled to an equitable adjustment in the Contract Time for changes in the time of performance directly attributable to an March 20, 2003 00700 - page 8 I Part 3 act of Force Majeure, provided it makes a request for equitable adjustment according to section 7.03. Contractor shall not be entitled to an adjustment in the Contract Sum resulting from an act of Force Majeure. I I c. I Contractor shall be entitled to an equitable adjustment in Contract Time, and may be entitled to an equitable adjustment in Contract Sum, if the cost or time of Contractor's performance is changed due to the fault or negligence of Owner, provided the Contractor makes a request according to sections 7.02 and 7.03. I I D. Contractor shall not be entitled to an adjustment in Contract Time or in the Contract Sum for any delay or failure of performance to the extent such delay or failure was caused by Contractor or anyone for whose acts Contractor is responsible. I E. I To the extent any delay or failure of performance was concurrently caused by the Owner and Contractor, Contractor shall be entitled to an adjustment in the Contract Time for that portion of the delay or failure of performance that was concurrently caused, provided it makes a request for equitable adjustment according to section 7.03, but shall not be entitled to an adjustment in Contract Sum. I I F. I Contractor shall make all reasonable efforts to prevent and mitigate the effects of any delay, whether occasioned by an act of Force Majeure or otherwise. I 3.06 NOTICE TO OWNER OF LABOR DISPUTES A. If Contractor has knowledge that any actual or potential labor dispute is delaying or threatens to delay timely performance in accordance with the Contract Documents, Contractor shall immediately give notice, including all relevant information, to Owner. I I B. I Contractor agrees to insert a provision in its Subcontracts and to require insertion in all sub- subcontracts, that in the event timely performance of any such contract is delayed or threatened by delay by any actual or potential labor dispute, the Subcontractor or Sub-subcontractor shall immediately notify the next higher tier I I I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I Subcontractor or Contractor, as the case may be, of all relevant information concerning the dispute. I 3.07 DAMAGES FOR FAILURE TO ACHIEVE TIMELY COMPLETION A. Liquidated Damages I I I. Timely performance and completion of the Work is essential to Owner and time limits stated in the Contract Documents are of the essence. Owner will incur serious and substantial damages if Substantial Completion of the Work does not occur within the Contract Time. However, it would be difficult if not impossible to determine the exact amount of such damages. Consequently, provisions for liquidated damages are included in the Contract Documents. I I I 2. The liquidated damage amounts set forth in the Contract Documents will be assessed not as a penalty, but as liquidated damages for breach of the Contract Documents. This amount is fixed and agreed upon by and between the Contractor and Owner because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the Owner would in such event sustain. This amount shall be construed as the actual amount . of damages sustained by the Owner, and may be retained by the Owner and deducted from periodic payments to the Contractor. I I I I 3. Assessment of liquidated damages shall not release Contractor from any further obligations or liabilities pursuant to the Contract Documents. I B. Actual Damages I Actual damages will be assessed for failure to achieve Final Completion within the time provided. Actual damages will be calculated on the basis of direct architectural, administrative, and other related costs attributable to the Project from the date when Final Completion should have been achieved, based on the date Substantial Completion is actually achieved, to the date Final Completion is actually achieved. Owner may offset these costs against any payment due Contractor. I I I Part 3 I March 20, 2003 00700 - page 9 GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I PART 4- SPECIFICA nONS, ORA WINGS, AND OTHER DOCUMENTS 4.0 I DISCREPANCIES AND CONTRACT DOCUMENT REVIEW A. The intent of the Specifications and Drawings is to describe a complete Project to be constructed in accordance with the Contract Documents. Contractor shall furnish all labor, materials, equipment, tools, transportation, pennits, and supplies, and perform the Work required in accordance with the Drawings, Specifications, and other provisions of the Contract Documents. B. The Contract Documents are complementary. What is required by one part of the Contract Documents shall be binding as if required by all. Anything mentioned in the Specifications and not shown on the Drawings, or shown on the Drawings and not mentioned in the Specifications, shall be of like effect as if shown or mentioned in both. C. Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by Owner. If, during the performance of the Work, Contractor finds a conflict, error, inconsistency, or omission in the Contract Documents, it shall promptly and before proceeding with the Work affected thereby, report such conflict, error, inconsistency, or omission to AlE in writing. D. Contractor shall do no Work without applicable Drawings, Specifications, or written modifications, or Shop Drawings where required, unless instructed to do so in writing by Owner. If Contractor performs any construction activity, and it knows or reasonably should have known that any of the Contract Documents contain a conflict, error, inconsistency, or omission, Contractor shall be responsible for the performance and shall bear the cost for its correction. E. Contractor shall provide any work or materials the provision of which is clearly implied and is within the scope of the Contract Documents even if the Contract Documents do not mention them specifically. Part 4 March 20, 2003 I F. Questions regarding interpretation of the requirements of the Contract Documents shall be referred to the AlE. I 4.02 PROJECT RECORD I A. Contractor shall legibly mark in ink on a separate set of the Drawings and Specifications all actual construction, including depths of foundations, horizontal and vertical locations of internal and underground utilities and appurtenances referenced to permanent visible and accessible surface improvements, field changes of dimensions and details, actual suppliers, manufacturers and trade names, models of installed equipment, and Change Order proposals. This separate set of Drawings and Specifications shall be the "Project Record." I I I I B. The Project Record shall be maintained on the project site throughout the construction and shall be clearly labeled "PROJECT RECORD". The Project Record shall be updated at least weekly noting all changes and shall be available to Owner at all times. I I C. Contractor shall submit the completed and finalized Project Record to AlE prior to Final Acceptance. 4.03 SHOP DRAWINGS I A. "Shop Drawings" means documents and other information required to be submitted to AlE by Contractor pursuant to the Contract Documents, showing in detail: the proposed fabrication and assembly of structural elements; and the installation (i.e. form, fit, and attachment details) of materials and equipment. Shop Drawings include, but are not limited to, drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, samples, and similar materials furnished by Contractor to explain in detail specific portions of the Work required by the Contract Documents. For materials and equipment to be incorporated into the Work, Contractor submittal shall include the name of the manufacturer, the model number, and other information concerning the performance, capacity, nature, and rating of the item. When directed, I I I I I I Contractor shall submit all samples at its own expense. Owner may duplicate, use, and disclose I 00700 - page 10 -I I I I I B. I I I I I I. I I I c. I I I I D. I I I GENERAL CONDITIONS FOR W ASHINGTON STATE FACILITY CONSTRUCTION Shop Drawings provided in accordance with the Contract Documents. Contractor shalI coordinate alI Shop Drawings, and review them for 'accuracy, completeness, and compliance with the Contract Documents and shalI indicate its approval thereon as evidence of such coordination and review. Where required by law, Shop Drawings shalI be stamped by an appropriate professional licensed by the state of Washington. Shop Drawings submitted to AlE without evidence of Contractor's approval shall be returned for resubmission. Contractor shall review, approve, and submit Shop Drawings with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of Owner or separate contractors. Contractor's submittal schedule shall allow a reasonable time for AlE review. AlE wilI review, approve, or take other appropriate action on the Shop Drawings. Contractor shalI perform no portion of the Work requiring submittal and review of Shop Drawings until the respective submittal has been reviewed and the AlE has approved or taken other appropriate action. Owner and AlE shall respond to Shop Drawing submittals with reasonable promptness. Any Work by Contractor shall be in accordance with reviewed Shop Drawings. Submittals made by Contractor which are not required by the Contract Documents may be returned without action. Approval, or other appropriate action with regard to Shop Drawings, by Owner or AlE shall not relieve Contractor of responsibility for any errors or omissions in such Shop Drawings, nor from responsibility for compliance with the requirements of the Contract Documents. Unless specified in the Contract Documents, review by Owner or AlE shall not constitute an approval of the safety precautions employed by Contractor during construction, or constitute an approval of Contractor's means or methods of construction. If Contractor fails to obtain approval before installation, and the item or work is subsequently rejected, Contractor shall be responsible for all costs of correction. If Shop Drawings show variations from the requirements of the Contract Documents, Part 4 Contractor shall describe such variations in writing, separate from the Shop Drawings, at the time it March 20, 2003 submits the Shop Drawings containing such variations. If AlE approves any such variation, an appropriate Change Order will be issued. If the variation is minor and does not involve an adjustment in the Contract Sum or Contract Time, a Change Order need not be issued; however, the modification shall be recorded upon the Project Record. E. Unless otherwise provided in Division I, Contractor shall submit to AlE for approval 5 copies of all Shop Drawings. Unless otherwise indicated, 3 sets of all Shop Drawings shall be retained by AlE and 2 sets shall be returned to Contractor. 4.04 ORGANIZATION OF SPECIFICA nONS Specifications are prepared in sections which conform generally with trade practices. These sections are for Owner and Contractor convenience and shalI not control Contractor in dividing the Work among the Subcontractors or in establishing the extent of the Work to be performed by any trade. 4.05 OWNERSHIP AND USE OF DRAWINGS, SPECIFICA nONS, AND OTHER DOCUMENTS A. The Drawings, Specifications, and other documents prepared by AlE are instruments of AlE's service through which the Work to be executed by Contractor is described. Neither Contractor nor any Subcontractor shall own or claim a copyright in the Drawings, Specifications, and other documents prepared by AlE, and AlE shalI be deemed the author of them and wilI, along with any rights of Owner, retain alI common law, statutory, and other reserved rights, in addition to the copyright. All copies of these documents, except Contractor's set, shall be returned or suitably accounted for to AlE, on request, upon completion of the Work. B. The Drawings, Specifications, and other documents prepared by the AlE, and copies thereof furnished to Contractor, are for use solely with respect to this Project. They are not to be used by Contractor or any Subcontractor on other projects or for additions to this Project outside the scope of the Work without the specific written consent of Owner and AlE. Contractor and Subcontractors are granted a limited license to use and reproduce applicable portions of the Drawings, Specifications, and other documents prepared by AlE appropriate to and for use in the execution of their Work. 00700 - page I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I c. Contractor and all Subcontractors grant a non- exclusive license to Owner, without additional cost or royalty, to use for its own purposes (including reproduction) all Shop Drawings, together with the information and diagrams contained therein, prepared by Contractor or any Subcontractor. In providing Shop Drawings, Contractor and all Subcontractors warrant that they have authority to grant to Owner a license to use the Shop Drawings, and that such license is not in violation of any copyright or other intellectual property right. Contractor agrees to defend and indemnify Owner pursuant to the indemnity provisions in section 5.23 from any violations of copyright or other intellectual property rights arising out of Owner's use of the Shop Drawings hereunder, or to secure for Owner, at Contractor's own cost, licenses in conformity with this section. I I I I I D. The Shop Drawings and other submittals prepared by Contractor, Subcontractors of any tier, or its or their equipment or material suppliers, and copies thereof furnished to Contractor, are for use solely with respect to this Project. They are not to be used by Contractor or any Subcontractor of any tier, or material or equipment supplier, on other projects or for additions to this Project outside the scope of the Work without the specific written consent of Owner. The Contractor, Subcontractors of any tier, and material or equipment suppliers are granted a limited license to use and reproduce applicable portions of the Shop Drawings and other submittals appropriate to and for use in the execution of their Work under the Contract Documents. I I I I I I I I Part 4 I I I March 20, 2003 I 00700 - page 12 I I I I I I I I I I I I I I I E. I F. I I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION PART 5 - PERFORMANCE 5.0 I CONTRACTOR CONTROL AND SUPERVISION A. Contractor shall supervise and direct the Work, using its best skill and attention, and shall perform the Work in a skillful manner. Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work, unless the Contract Documents give other specific instructions concerning these matters. Contractor shall disclose its means and methods of construction when requested by Owner. B. Performance of the Work shall be directly supervised by a competent superintendent who is satisfactory to Owner and has authority to act for Contractor. The superintendent shall not be changed without the prior written consent of Owner. c. Contractor shall be responsible to Owner for acts and omissions of Contractor, Subcontractors, and their employees and agents. D. Contractor shall enforce strict discipline and good order among Contractor's employees and other persons performing the Work. Contractor shall not permit employment of persons not skilled in tasks assigned to them. Contractor's employees shall at all times conduct business in a manner which assures fair, equal, and nondiscriminatory treatment of all persons. Owner may, by written notice, request Contractor to remove from the Work or Project site any employee Owner reasonably deems incompetent, careless, or otherwise objectionable. Contractor shall keep on the Project site a copy of the Drawings, Specifications, addenda, reviewed Shop Drawings, and permits and permit drawings. Contractor shall ensure that its owner(s) and employees, and those of its Subcontractors, comply with the Ethics in Public Service Act RCW 42.52, which, among other things, prohibits state employees from having an economic interest in any public Part 5 March 20, 2003 00700 - page 13 works contract that was made by, or supervised by, that employee. Contractor shall remove, at its sole cost and expense, any of its, or its Subcontractors', employees, if they are in violation of this act. 5.02 PERMITS, FEES, AND NOTICES A. Unless otherwise provided in the Contract Documents, Contractor shall pay for and obtain all permits, licenses, and inspections necessary for proper execution and completion of the Work. Prior to Final Acceptance, the approved, signed permits shall be delivered to Owner. B. If allowances for permits or utility fees are called for in the Contract Documents and set forth in Contractor's bid, and the actual costs of those permits or fees differ from the allowances in the Contract Documents, the difference shall be adjusted by Change Order. C. Contractor shall comply with and give notices required by all federal, state, and local laws, ordinances, rules, regulations, and lawful orders of public authorities applicable to performance of the Work. 5.03 PATENTS AND ROYALTIES Contractor is responsible for, and shall pay, all royalties and license fees. Contractor shall defend, indemnify, and hold Owner harmless from any costs, expenses, and liabilities arising out of the infringement by Contractor of any patent, copyright, or other intellectual property right used in the Work; however, provided that Contractor gives prompt notice, Contractor shall not be responsible for such defense or indemnity when a particular design, process, or product of a particular manufacturer or manufacturers is required by the Contract Documents. If Contractor has reason to believe that use of the required design, process, or product constitutes an infringement of a patent or copyright, it shall promptly notify Owner of such potential infringement. 5.04 PREVAILING WAGES A. Contractor shall pay the prevailing rate of wages to all workers, laborers, or mechanics employed in the performance of any part of the Work in accordance with RCW 39.12 and the rules and regulations of the Department of Labor and Industries. The schedule of prevailing wage rates r- l GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I for the locality or localities of the Work, is determined by the Industrial Statistician of the Department of Labor and Industries. It is the Contractor's responsibility to verify the applicable prevailing wage rate. B. Before commencing the Work, Contractor shall file a statement under oath with Owner and with the Director of Labor and Industries certifying the rate of hourly wage paid and to be paid each classification of laborers, workers, or mechanics employed upon the Work by Contractor and Subcontractors. Such rates of hourly wage shall not be less than the prevailing wage rate. c. Disputes regarding prevailing wage rates shall be referred for arbitration to the Director of the Department of Labor and Industries. The arbitration decision shall be final and conclusive and binding on all parties involved in the dispute as provided for by RCW 39.12.060. D. Each Application for Payment submitted by Contractor shall state that prevailing wages have been paid in accordance with the prefiled statement(s) of intent, as approved. Copies of the approved intent statement(s) shall be" posted on the job site with the address and telephone number of the Industrial Statistician of the Department of Labor and Industries where a complaint or inquiry concerning prevailing wages may be made. E. In compliance with chapter 296-127 WAC, Contractor shall pay to the Department of Labor and Industries the currently established fee(s) for each statement of intent and/or affidavit of wages paid submitted to the Department of Labor and Industries for certification. 5.05 HOURS OF LABOR A. Contractor shall comply with all applicable provisions ofRCW 49.28 and they are incorporated herein by reference. Pursuant to that statute, no laborer, worker, or mechanic employed by Contractor, any Subcontractor, or any other person performing or contracting to do the whole or any part of the Work, shall be permitted or required to work more than eight hours in anyone calendar day, provided, that in cases of Part 5 March 20, 2003 I extraordinary emergency, such as danger to life or property, the hours of work may be extended, but in such cases the rate of pay for time employed in excess of eight hours of each calendar day shall be not less than one and one-half times the rate allowed for this same amount of time during eight hours' service. I I I B. Notwithstanding the preceding paragraph, RCW 49.28 permits a contractor or subcontractor in any public works contract subject to those provisions, to enter into an agreement with its employees in which the employees work up to ten hours in a calendar day. No such agreement may provide that the employees work ten-hour days for more than four calendar days a week. Any such agreement is subject to approval by the employees. The overtime provisions of RCW 49.28 shall not apply to the hours, up to forty hours per week, worked pursuant to any such agreement. I I I 5.06 NONDISCRIMINATION I A. Discrimination in all phases of employment is prohibited by, among other laws and regulations, Title VII of the Civil Rights Act of 1964, the Vietnam Era Veterans Readjustment Act of 1974, sections 503 and 504 of the Vocational Rehabilitation Act of 1973, the Equal Employment Act of 1972, the Age Discrimination Act of 1967, the Americans with Disabilities Act of 1990, the Civil Rights Act of 1991, Presidential Executive Order 11246, Executive Order 11375, the Washington State Law Against Discrimination, RCW 49.60, and Gubernatorial Executive Order 85-09. These laws and regulations establish minimum requirements for affirmative action and fair employment practices which Contractor must meet. I I I I I B. During performance of the Work: I I. Contractor shall not discriminate against any employee or applicant for employment because of race, creed, color, national origin, sex, age, marital status, or the presence of any physical, sensory, or mental disability, Vietnam era veteran status, or disabled veteran status, nor commit any other unfair practices as defined in RCW 49.60. I I I I 00700 - page 14 I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I II 2. Contractor shall, in all solicitations or advertisements for employees placed by or for it, state that all qualified applicants will be considered for employment, without regard to race, creed, color, national origin, sex, age, marital status, or the presence of any physical, sensory, or mental disability. I 3. Contractor shall send to each labor union, employment agency, or representative of workers with which it has a collective bargaining agreement or other contract or understanding, a notice advising the labor union, employment agency, or workers' representative of Contractor's obligations according to the Contract Documents and RCW 49.60. I I I 4. Contractor shall permit access to its books, records, and accounts, and to its premises by Owner, and by the Washington State Human Rights Commission, for the purpose of investigation to ascertain compliance with this section of the Contract Documents. I I 5. Contractor shall include the provisions of this section in every Subcontract I 5.07 SAFETY PRECAUTIONS I A. Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Work. I B. In carrying out its responsibilities according to the Contract Documents, Contractor shall protect the lives and health of employees performing the Work and other persons who may be affected by the Work; prevent damage to materials, supplies, and equipment whether on site or stored off-site; and prevent damage to other property at the site or adjacent thereto. Contractor shall comply with all applicable laws, ordinances, rules, regulations, and orders of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury, or loss; shall erect and maintain all necessary safeguards for such safety and protection; and shall notify owners of adjacent property and utilities when prosecution of the Work may affect them. I I I I I Part 5 I March 20, 2003 00700 - page 15 c. Contractor shall maintain an accurate record of exposure data on all incidents relating to the Work resulting in death, traumatic injury, occupational disease, or damage to property, materials, supplies, or equipment Contractor shall immediately report any such incident to Owner. Owner shall, at all times, have a right of access to all records of exposure. D. Contractor shall provide all persons working on the Project site with information and training on hazardous chemicals in their work at the time of their initial assignment, and whenever a new hazard is introduced into their work area. I. Infonnation. At a minimum, Contractor shall inform persons working on the Project site of: a. The requirements of chapter 296-62 WAC, General Occupational Health Standards; b. Any operations in their work area where hazardous chemicals are present; and c. The location and availability of written hazard communication programs, including the required list(s) of hazardous chemicals and material safety data sheets required by chapter 296-62 WAC. 2. Training. At a minimum, Contractor shall provide training for persons working on the Project site which includes: a. Methods and observations that may be used to detect the presence or release of a hazardous chemical in the work area (such as monitoring conducted by the employer, continuous monitoring devices, visual appearance or odor of hazardous chemicals when being released, etc.); b. The physical and health hazards of the chemicals in the work area; c. The measures such persons can take to protect themselves from these hazards, including specific procedures Contractor, or its Subcontractors, or others have implemented to protect those on the Project site from exposure to hazardous I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I E. chemicals, such as appropriate work G. In an emergency affecting the safety of life or the I practices, emergency procedures, and Work or of adjoining property, Contractor is personal protective equipment to be used; permitted to act, at its discretion, to prevent such and threatened loss or injury, and Contractor shall so I act if so authorized or instructed. d. The details of the hazard communications program developed by Contractor, or its I Subcontractors, including an explanation H. Nothing provided in this section shall be of the labeling system and the material construed as imposing any duty upon Owner or safety data sheet, and how employees can AlE with regard to, or as constituting any express obtain and use the appropriate hazard or implied assumption of control or responsibility I information. over, Project site safety, or over any other safety conditions relating to employees or agents of Contractor's responsibility for hazardous, toxic, or Contractor or any of its Subcontractors, or the I harmful substances shall include the following public. duties: 5.08 OPERATIONS, MATERIAL HANDLING, AND I 1. Contractor shall not keep, use, dispose, STORAGE AREAS transport, generate, or sell on or about the Project site, any substances now or hereafter A. Contractor shall confine all operations, including designated as, or which are subject to storage of materials, to Owner-approved areas. I regulation as, hazardous, toxic, dangerous, or harmful by any federal, state or local law, B. Temporary buildings (e.g., storage sheds, shops, regulation, statute or ordinance (hereinafter offices) and utilities may be provided by I collectively referred to as "hazardous Contractor only with the consent of Owner and substances", in violation of any such law, without expense to Owner. The temporary regulation, statute, or ordinance, but in no case buildings and utilities shall remain the property of I shall any such hazardous substance be stored Contractor and shall be removed by Contractor at more than 90 days on the Project site. its expense upon completion of the Work. 2. Contractor shall promptly notify Owner of all C. Contractor shall use only established roadways or I spills or releases of any hazardous substances temporary roadways authorized by Owner. When which are otherwise required to be reported to materials are transported in prosecuting the Work, any regulatory agency and pay the cost of vehicles shall not be loaded beyond the loading I cleanup. Contractor shall promptly notifY capacity recommended by the manufacturer of the Owner of all failures to comply with any vehicle or prescribed by federal, state, or local law federal, state, or local law, regulation, or or regulation. ordinance; all inspections of the Project site by I any regulatory entity concerning the same; all D. Ownership and control of all materials or facility regulatory orders or fines; and all responses or components to be demolished or removed from interim cleanup actions taken by or proposed the Project site by Contractor shall immediately I to be taken by any government entity or private vest in Contractor upon severance of the party on the Project site. component from the facility or severance of the material from the Project site. Contractor shall be I All Work shall be performed with due regard for responsible for compliance with all laws the safety of the public. Contractor shall perform governing the storage and ultimate disposal. the Work so as to cause a minimum of interruption Contractor shall provide Owner with a copy of all of vehicular traffic or inconvenience to manifests and receipts evidencing proper disposal I pedestrians. All arrangements to care for such when required by Owner or applicable law. traffic shall be Contractor's responsibilities. All expenses involved in the maintenance of traffic by E. Contractor shall be responsible for the proper care I way of detours shall be borne by Contractor. and protection of its materials and Part 5 I F. March 20, 2003 00700 - page 16 I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I equipment delivered to the Project site. Materials and equipment may be stored on the premises subject to approval of Owner. When Contractor uses any portion of the Project site as a shop, Contractor shall be responsible for any repairs, patching, or cleaning arising from such use. I I F. Contractor shall protect and be responsible for any damage or loss to the Work, or to the materials or equipment until the date of Substantial Completion, and shall repair or replace without cost to Owner any damage or loss that may occur, except damages or loss caused by the acts or omissions of Owner. Contractor shall also protect and be responsible for any damage or loss to the Work, or to the materials or equipment, after the date of Substantial Completion, and shall repair or replace without cost to Owner any such damage or loss that might occur, to the extent such damages or loss are caused by the acts or omissions of Contractor, or any Subcontractor. I I I I 5.09 PRIOR NOTICE OF EXCAVATION I I A. "Excavation" means an operation in which earth, rock, or other material on pr below the ground is moved or otherwise displaced by any means, except the tilling of soilless than 12 inches in depth for agricultural purposes, or road ditch maintenance that does not change the original road grade or ditch flow line. Before commencing any excavation, Contractor shall provide notice of the scheduled commencement of excavation to all owners of underground facilities or utilities, through locator services. I I 5.10 UNFORESEEN PHYSICAL CONDITIONS I A. If Contractor encounters conditions at the site which are subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents, or unknown physical conditions of an unusual nature which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then Contractor shall give written notice to Owner promptly and in no event later than 7 days after the first observance of I I I I Part 5 I March 20, 2003 00700 - page 17 the conditions. Conditions shall not be disturbed prior to such notice. B. If such conditions differ materially and cause a change in Contractor's cost of, or time required for, performance of any part of the Work, the Contractor may be entitled to an equitable adjustment in the Contract Time or Contract Sum, or both, provided it makes a request therefor as provided in part 7. 5.11 PROTECTION OF EXISTING STRUCTURES, EQUIPMENT, VEGETATION, UTILITIES, AND IMPROVEMENTS A. Contractor shall protect from damage all existing structures, equipment, improvements, utilities, and vegetation: at or near the Project site; and on adjacent property of a third party, the locations of which are made known to or should be known by Contractor. Contractor shall repair any damage, including that to the property of a third party, resulting from failure to comply with the requirements of the Contract Documents or failure to exercise reasonable care in performing the Work. If Contractor fails or refuses to repair the damage promptly, Owner may have the necessary work performed and charge the cost to Contractor. B. Contractor shall only remove trees when specifically authorized to do so, and shall protect vegetation that will remain in place. 5.12 LAYOUT OF WORK A. Contractor shall plan and layout the Work in advance of operations so as to coordinate all work without delay or revision. B. Contractor shall lay out the Work from Owner- established baselines and bench marks indicated on the Drawings, and shall be responsible for all field measurements in connection with the layout. Contractor shall furnish, at its own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to layout any part of the Work. Contractor shall be responsible for executing the Work to the lines and grades that may be established. Contractor shall be responsible for maintaining or restoring all stakes and other marks established. GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I 5.13 MA TERlAL AND EQUIPMENT A. All equipment, material, and articles incorporated into the Work shall be new and of the most suitable grade for the purpose intended, unless otherwise specifically provided in the Contract Documents. References in the Specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as establishing a standard quality and shall not be construed as limiting competition. Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of AlE, is equal to that named in the specifications, unless otherwise specifically provided in the Contract Documents. B. Contractor shall do all cutting, fitting, or patching that may be required to make its several parts fit together properly, or receive or be received by work of others set forth in, or reasonably implied by, the Contract Documents. Contractor shall not endanger any work by cutting, excavating, or otherwise altering the Work and shall not cut or alter the work of any other contractor unless approved in advance by Owner. C. Should any of the Work be found defective, or in any way not in accordance with the Contract Documents, this work, in whatever stage of completion, may be rejected by Owner. 5.14 AVAILABILITY AND USE OF UTILITY SERVICES A. Owner shall make all reasonable utilities available to Contractor from existing outlets and supplies, as specified in the Contract Documents. Unless otherwise provided in the Contract Documents, the utility service consumed shall be charged to or paid for by Contractor at prevailing rates charged to Owner or, where the utility is produced by Owner, at reasonable rates determined by Owner. Contractor will carefully conserve any utilities furnished. B. Contractor shall, at its expense and in a skillful manner satisfactory to Owner, install and maintain all necessary temporary connections and distribution lines, together with appropriate protective devices, and all meters required to Part 5 March 20, 2003 I measure the amount of each utility used for the purpose of determining charges. Prior to the date of Final Acceptance, Contractor shall remove all temporary connections, distribution lines, meters, and associated equipment and materials. ,I I 5.15 TESTS AND INSPECTION A. Contractor shall maintain an adequate testing and inspection program and perform such tests and inspections as are necessary or required to ensure that the Work conforms to the requirements of the Contract Documents. Contractor shall be responsible for inspection and quality surveillance of all its Work and all Work performed by any Subcontractor. Unless otherwise provided, Contractor shall make arrangements for such tests, inspections, and approvals with an independent testing laboratory or entity acceptable to Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections, and approvals. Contractor shall give Owner timely notice of when and where tests and inspections are to be made. Contractor shall maintain complete inspection records and make them available to Owner. I I I I I I I B. Owner may, at any reasonable time, conduct such inspections and tests as it deems necessary to ensure that the Work is in accordance with the Contract Documents. Owner shall promptly notify Contractor if an inspection or test reveals that the Work is not in accordance with the Contract Documents. Unless the subject items are expressly accepted by Owner, such Owner inspection and tests are for the sole benefit of Owner and do not: I I. Constitute or imply acceptance; I 2. Relieve Contractor of responsibility for providing adequate quality control measures; I 3. Relieve Contractor of responsibility for risk of loss or damage to the Work, materials, or equipment; I 4. Relieve Contractor of its responsibility to comply with the requirements of the Contract Documents; or I 5. Impair Owner's right to reject defective or nonconforming items, or to avail itself of any other remedy to which it may be entitled. I I 00700 - page 18 I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I C. Neither observations by an inspector retained by Owner, the presence or absence of such inspector on the site, nor inspections, tests, or approvals by others, shall relieve Contractor from any requirement of the Contract Documents, nor is any such inspector authorized to change any term or condition of the Contract Documents. I I D. Contractor shall promptly furnish, without additional charge, all facilities, labor, material and equipment reasonably needed for performing such safe and convenient inspections and tests as may be required by Owner. Owner may charge Contractor any additional cost of inspection or testing when Work is not ready at the time specified by Contractor for inspection or testing, or when prior rejection makes reinspection or retest necessary. Owner shall perform its inspections and tests in a manner that will cause no undue delay in the Work. I I I 5.16 CORRECTION OF NONCONFORMING WORK I A. If a portion of the Work is covered contrary to the requirements in the Contract Documents, it must, if required in writing by Owner, be uncovered for Owner's observation and be replaced at the Contractor's expense and without change in the Contract Time. I I B. If, at any time prior to Final Completion, Owner desires to examine the Work, or any portion of it, which has been covered, Owner may request to see such Work and it shall be uncovered by Contractor. If such Work is in accordance with the Contract Documents, the Contractor shall be entitled to an adjustment in the Contract Sum for the costs of uncovering and replacement, and, if completion of the Work is thereby delayed, an adjustment in the Contract Time, provided it makes a request therefor as provided in part 7. If such Work is not in accordance with the Contract Documents, the Contractor shall pay the costs of examination and reconstruction. I I I I I C. Contractor shall promptly correct Work found by Owner not to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed, or completed. Contractor Part 5 I I -I March 20, 2003 00700 - page 19 shall bear all costs of correcting such nonconforming Work, including additional testing and inspections. D. If, within one year after the date of Substantial Completion of the Work or designated portion thereof, or within one year after the date for commencement of any system warranties established under section 6.08, or within the terms of any applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner to do so. Owner shall give such notice promptly after discovery of the condition. This period of one year shall be extended, with respect to portions of Work first performed after Substantial Completion, by the period of time between Substantial Completion and the actual performance of the Work. Contractor's duty to correct with respect to Work repaired or replaced shall run for one year from the date of repair or replacement. Obligations under this paragraph shall survive Final Acceptance. E. Contractor shall remove from the Project site portions of the Work which are not in accordance with the requirements of the Contract Documents and are neither corrected by Contractor nor accepted by Owner. F. If Contractor fails to correct nonconforming Work within a reasonable time after written notice to do so, Owner may replace, correct, or remove the nonconforming Work and charge the cost thereof to the Contractor. G. Contractor shall bear the cost of correcting destroyed or damaged Work, whether completed or partially completed, caused by Contractor's correction or removal of Work which is not in accordance with the requirements of the Contract Documents. H. Nothing contained in this section shall be construed to establish a period of limitation with respect to other obligations which Contractor might have according to the Contract Documents. Establishment of the time period of one year as described in paragraph 5.160 relates only to the specific obligation of Contractor to correct the Work, and has no relationship to the time within which the Contractor's obligation to comply with GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I the Contract Documents may be sought to be enforced, including the time within which such proceedings may be commenced. I. If Owner prefers to accept Work which is not in accordance with the requirements of the Contract Documents, Owner may do so instead of requiring its removal and correction, in which case the Contract Sum may be reduced as appropriate and equitable. 5. I 7 CLEAN UP Contractor shall at all times keep the Project site, including hauling routes, infrastructures, utilities, and storage areas, free from accumulations of waste materials. Before completing the Work, Contractor shall remove from the premises its rubbish, tools, scaffolding, equipment, and materials. Upon completing the Work, Contractor shall leave the Project site in a clean, neat, and orderly condition satisfactory to Owner. If Contractor fails to clean up as provided herein, and after reasonable notice from Owner, Owner may do so and the cost thereof shall be charged to Contractor. 5.18 ACCESS TO WORK Contractor shall provide Owner and AlE access to the Work in progress wherever located. 5.19 OTHER CONTRACTS Owner may undertake or award other contracts for additional work at or near the Project site. Contractor shall reasonably cooperate with the other contractors and with Owner's employees and shall carefully adapt scheduling and perform the Work in accordance with these Contract Documents to reasonably accommodate the other work. 5.20 SUBCONTRACTORS AND SUPPLIERS A. Before submitting the first Application for Payment, Contractor shall furnish in writing to Owner the names, addresses, and telephone numbers of all Subcontractors, as well as suppliers providing materials in excess of $2,500. Contractor shall utilize Subcontractors and suppliers which are experienced and qualified, and Part 5 March 20, 2003 00700 - page 20 I meet the requirements of the Contract Documents, if any. Contractor shall not utilize any Subcontractor or supplier to whom the Owner has a reasonable objection, and shall obtain Owner's written consent before making any substitutions or additions. I I B. All Subcontracts must be in writing. By appropriate written agreement, Contractor shall require each Subcontractor, so far as applicable to . the Work to be performed by the Subcontractor, to be bound to Contractor by terms of the Contract Documents, and to assume toward Contractor all the obligations and responsibilities which Contractor assumes toward Owner in accordance with the Contract Documents. Each Subcontract shall preserve and protect the rights of Owner in accordance with the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights. Where appropriate, Contractor shall require each Subcontractor to enter into similar agreements with Sub-subcontractors. However, nothing in this paragraph shall be construed to alter the contractual relations between Contractor and its Subcontractors with respect to insurance or bonds. I I I I I I c. Contractor shall schedule, supervise, and coordinate the operations of all Subcontractors. No Subcontracting of any of the Work shall relieve Contractor from its responsibility for the performance of the Work in accordance with the Contract Documents or any other obligations of the Contract Documents. I II D. I Each subcontract agreement for a portion of the Work is hereby assigned by Contractor to Owner provided that: I I. The assignment is effective only after termination by Owner for cause pursuant to section 9.01 and only for those Subcontracts which Owner accepts by notifying the Subcontractor in writing; and I II 2. After the assignment is effective, Owner will assume all future duties and obligations toward the Subcontractor which Contractor assumed in the Subcontract. I 3. The assignment is subject to the prior rights of the surety, if any, obligated under any bond I I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I provided in accordance with the Contract Documents. 5.21 WARRANTY OF CONSTRUCTION :1 A. In addition to any special warranties provided elsewhere in the Contract Documents, Contractor warrants that all Work conforms to the requirements of the Contract Documents and is free of any defect in equipment, material, or design furnished, or workmanship performed, by Contractor. I I B. With respect to all warranties, express or implied, for Work performed or materials furnished according to the Contract Documents, Contractor shall: I I I. Obtain all warranties that would be given in normal commercial practice; I 2. Require all warranties to be executed, in writing, for the benefit of Owner; I 3. Enforce all warranties for the benefit of Owner, if directed by Owner; and I 4. Be responsible to enforce any subcontractor's, manufacturer's, or supplier's warranty should they extend beyond the period specified in the Contract Documents. I C. The obligations under this section shall survive Final Acceptance. I 5.22 INDEMNIFICATION I A. Contractor shall defend, indemnify, and hold Owner and AlE harmless from and against all claims, demands, losses, damages, or costs, including but not limited to damages arising out of bodily injury or death to persons and damage to property, caused by or resulting from: I I I. The sole negligence of Contractor or any of its Subcontractors; I 2. The concurrent negligence of Contractor, or any Subcontractor, but only to the extent of the negligence of Contractor or such Subcontractor; and I Part 5 .1 March 20, 2003 00700 - page 21 3. The use of any design, process, or equipment which constitutes an infringement of any United States patent presently issued, or violates any other proprietary interest, including copyright, trademark, and trade secret. B. In any action against Owner and any other entity indemnified in accordance with this section, by any employee of Contractor, its Subcontractors, Sub- subcontractors, agents, or anyone directly or indirectly employed by any of them, the indemnification obligation of this section shall not be limited by a limit on the amount or type of damages, compensation, or benefits payable by or for Contractor or any Subcontractor under RCW Title 51, the Industrial Insurance Act, or any other employee benefit acts. In addition, Contractor waives immunity as to Owner and AlE only, in accordance with RCW Title 51. GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I PART 6 - PAYMENTS AND COMPLETION 6.0 I CONTRACT SUM Owner shall pay Contractor the Contract Sum for performance of the Work, in accordance with the Contract Documents. The Contract Sum shall include all taxes imposed by law and properly chargeable to the Project, including sales tax. 6.02 SCHEDULE OF VALUES Before submitting its first Application for Payment, Contractor shall submit to Owner for approval a breakdown allocating the total Contract Sum to each principle category of work, in such detail as requested by Owner ("Schedule of Values"). The approved Schedule of Values shall include appropriate amounts for demobilization, record drawings, O&M manuals, and any other requirements for Project closeout, and shall be used by Owner as the basis for progress payments. Payment for Work shall be made only for and in accordance with those items included in the Schedule of Values. 6.03 APPLICATION FOR PAYMENT A. At monthly intervals, unless determined otherwise by Owner, Contractor shall submit to Owner an itemized Application for Payment for Work completed in accordance with the Contract Documents and the approved Schedule of Values. Each application shall be supported by such substantiating data as Owner may require. B. By submitting an Application for Payment, Contractor is certifYing that all Subcontractors have been paid, less earned retainage in accordance with RCW 60.28.010, as their interests appeared in the last preceding certificate of payment. By submitting an Application for Payment, Contractor is recertifYing that the representations set forth in section 1.03 are true and correct, to the best of Contractor's knowledge, as of the date of the Application for Payment. c. At the time it submits an Application for Payment, Contractor shall analyze and reconcile, to the satisfaction of Owner, the actual progress of the Work with the Progress Schedule. Part 6 March 20, 2003 I D. If authorized by Owner, the Application for Payment may include request for payment for material delivered to the Project site and suitably stored, or for completed preparatory work. Payment may similarly be requested for material stored off the Project site, provided Contractor complies with or furnishes satisfactory evidence of the following: 1. The material will be placed in a warehouse that is structurally sound, dry, lighted and suitable for the materials to be stored; 2. The warehouse is located within a 10-mile radius of the Project. Other locations may be . utilized, if approved in writing, by Owner; 3. Only materials for the Project are stored within the warehouse (or a secure portion of a warehouse set aside for the Project); 4. Contractor furnishes Owner a certificate of insurance extending Contractor's insurance coverage for damage, fire, and theft to cover the full value of all materials stored, or in transit; 5. The warehouse (or secure portion thereof) is continuously under lock and key, and only Contractor's authorized personnel shall have access; 6. Owner shall at all times have the right of access in company of Contractor; 7. Contractor and its surety assume total responsibility for the stored materials; and 8. Contractor furnishes to Owner certified lists of materials stored, bills of lading, invoices, and other information as may be required, and shall also furnish notice to Owner when materials are moved from storage to the Project site. 6.04 PROGRESS PAYMENTS I I I I I I I I I I I I I I A. Owner shall make progress payments, in such amounts as Owner determines are properly due, within 30 days after receipt of a properly executed Application for Payment. Owner shall notifY Contractor in accordance with RCW 39.76 if the I I 00700 - page 22 I I I I I I I I I I I I I I I I I I I 1- GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION Application for Payment does not comply with the requirements of the Contract Documents. B. Owner shall retain 5% of the amount of each progress payment until 45 days after Final Acceptance and receipt of all documents required by law or the Contract Documents, including, at Owner's request, consent of surety to release of the retainage. In accordance with RCW 60.28, Contractor may request that monies reserved be retained in a fund by Owner, deposited by Owner in a bank or savings and loan, or placed in escrow with a bank or trust company to be converted into bonds and securities to be held in escrow with interest to be paid to Contractor. Owner may permit Contractor to provide an appropriate bond in lieu of the retained funds. C. Title to all Work and materials covered by a progress payment shall pass to Owner at the time of such payment free and clear of all liens, claims, security interests, and encumbrances. Passage of title shall not, however, relieve Contractor from any of its duties and responsibilities for the Work or materials, or waive any rights of Owner to insist on full compliance by Contractor with the Contract Documents. D. Payments due and unpaid in accordance with the Contract Documents shall bear interest as specified in RCW 39.76. 6.05 PAYMENTS WITHHELD A. Owner may withhold or, on account of subsequently discovered evidence, nullify the whole or part of any payment to such extent as may be necessary to protect Owner from loss or damage for reasons including but not limited to: I. Work not in accordance with the Contract Documents; 2. Reasonable evidence that the Work required by the Contract Documents cannot be completed for the unpaid balance of the Contract Sum; 3. Work by Owner to correct defective Work or complete the Work in accordance with section 5.17; Part 6 March 20, 2003 4. Failure to perform in accordance with the Contract Documents; or 5. Cost or liability that may occur to Owner as the result of Contractor's fault or negligent acts or omiSSIOns. B. In any case where part or all of a payment is going to be withheld for unsatisfactory performance, Owner shall notify Contractor in accordance with RCW 39.76. 6.06 RET AINAGE AND BOND CLAIM RIGHTS RCW chapters 39.08 and 60.28, concerning the rights and responsibilities of Contractor and Owner with regard to the performance and payment bonds and retainage, are made a part of the Contract Documents by reference as though fully set forth herein. 6.07 SUBSTANTIAL COMPLETION Substantial Completion is the stage in the progress of the Work (or portion thereof designated and approved by Owner) when the construction is sufficiently complete, in accordance with the Contract Documents, so Owner can fully occupy the Work (or the designated portion thereof) for the use for which it is intended. All Work other than incidental corrective or punch list work shall be completed. Substantial Completion shall not have been achieved if all systems and parts are not functional, if utilities are not connected and operating normally, if all required occupancy permits have not been issued, or if the Work is not accessible by normal vehicular and pedestrian traffic routes. The date Substantial Completion is achieved shall be established in writing by Owner. Contractor may request an early date of Substantial Completion which must be approved by Change Order. Owner's occupancy of the Work or designated portion thereof does not necessarily indicate that Substantial Completion has been achieved. 6.08 PRIOR OCCUPANCY A. Owner may, upon written notice thereof to Contractor, take possession of or use any completed or partially completed portion of the Work ("Prior Occupancy") at any time prior to Substantial Completion. Unless otherwise agreed in writing, Prior Occupancy shall not: be deemed an acceptance of any portion of the Work; accelerate the time for any payment to Contractor; 00700 - page 23 GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I prejudice any rights of Owner provided by any insurance, bond, guaranty, or the Contract Documents; relieve Contractor of the risk of loss or any of the obligations established by the Contract Documents; establish a date for termination or partial termination of the assessment of liquidated damages; or constitute a waiver of claims. I I B. Notwithstanding anything in the preceding paragraph, Owner shall be responsible for loss of or damage to the Work resulting from Prior Occupancy. Contractor's one year duty to repair and any system warranties shall begin on building systems activated and used by Owner as agreed in writing by Owner and Contractor. I I 6.09 FINAL COMPLETION, ACCEPTANCE, AND PAYMENT I A. Final Completion shall be achieved when the Work is fully and finally complete in accordance with the Contract Documents. The date Final Completion is achieved shall be established by Owner in writing. I I B. Final Acceptance is the formal action of Owner acknowledging Final Completion. Prior to Final Acceptance, Contractor shall, in addition to all other requirements in the Contract Documents, submit to Owner a written notice of any outstanding disputes or claims between Contractor and any of its Subcontractors, including the amounts and other details thereof. Neither Final Acceptance, nor final payment, shall release Contractor or its sureties from any obligations of these Contract Documents or the Public Works Bond, or constitute a waiver of any claims by Owner arising from Contractor's failure to perform the Work in accordance with the Contract Documents. I I I I I C. Acceptance of final payment by Contractor, or any Subcontractor, shall constitute a waiver and release to Owner of all claims by Contractor, or any such Subcontractor, for an increase in the Contract Sum or the Contract Time, and for every act or omission of Owner relating to or arising out of the Work, except for those Claims made in accordance with the procedures, including the time limits, set forth in part 8. I I I Part 6 I March 20, 2003 00700 - page 24 I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I PART 7 - CHANGES I 7.01 CHANGE IN THE WORK I A. Owner may, at any time and without notice to Contractor's surety, order additions, deletions, revisions, or other changes in the Work. These changes in the Work shall be incorporated into the Contract Documents through the execution of Change Orders. If any change in the Work ordered by Owner causes an increase or decrease in the Contract Sum or the Contract Time, an equitable adjustment shall be made as provided in section 7.02 or 7.03, respectively, and such adjustment{s) shall be incorporated into a Change Order. I I I B. If Owner desires to order a change in the Work, it may request a written Change Order proposal from Contractor. Contractor shall submit a Change Order proposal within 14 days of the request from Owner, or within such other period as mutually agreed. Contractor's Change Order proposal shall be full compensation for implementing the proposed change in the Work, including any adjustment in the Contract Sum or Contract Time, and including compensation for all delays in connection with such change in the Work and for any expense or inconvenience, disruption of schedule, or loss of efficiency or productivity occasioned by the change in the Work. I I I I C. Upon receipt of the Change Order proposal, or a request for equitable adjustment in the Contract Sum or Contract Time, or both, as provided in sections 7.02 and 7.03, Owner may accept or reject the proposal, request further documentation, or negotiate acceptable terms with Contractor. Pending agreement on the terms of the Change Order, Owner may direct Contractor to proceed immediately with the Change Order Work. Contractor shall not proceed with any change in the Work until it has obtained Owner's approval. All Work done pursuant to any Owner-directed change in the Work shall be executed in accordance with the Contract Documents. I I I I I D. If Owner and Contractor reach agreement on the terms of any change in the Work, including any adjustment in the Contract Sum or Contract Time, such agreement shall be incorporated in a I Part 7 I March 20, 2003 00700 - page 25 Change Order. The Change Order shall constitute full payment and final settlement of all claims for time and for direct, indirect, and consequential costs, including costs of delays, inconvenience, disruption of schedule, or loss of efficiency or productivity, related to any Work either covered or affected by the Change Order, or related to the events giving rise to the request for equitable adjustment. E. If Owner and Contractor are unable to reach agreement on the terms of any change in the Work, including any adjustment in the Contract Sum or Contract Time, Contractor may at any time in writing, request a final otfer from Owner. Owner shall provide Contractor with its written response within 30 days of Contractor's request. Owner may also provide Contractor with a final offer at any time. If Contractor rejects Owner's final offer, or the parties are otherwise unable to reach agreement, Contractor's only remedy shall be to file a Claim as provided in part 8. 7.02 CHANGE IN THE CONTRACT SUM A. General Application 1. The Contract Sum shall only be changed by a Change Order. Contractor shall include any request for a change in the Contract Sum in its Change Order proposal. 2. If the cost of Contractor's performance is changed due to the fault or negligence of Owner, or anyone for whose acts Owner is responsible, Contractor shall be entitled to make a request for an equitable adjustment in the Contract Sum in accordance with the following procedure. No change in the Contract Sum shall be allowed to the extent: Contractor's changed cost of performance is due to the fault or negligence of Contractor, or anyone for whose acts Contractor is responsible; the change is concurrently caused by Contractor and Owner; or the change is caused by an act of Force Majeure as defined in Section 3.05. a. A request for an equitable adjustment in the Contract Sum shall be based on written notice delivered to Owner within 7 days of the occurrence of the event March 20, 2003 GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I giving rise to the request. For purposes of this part, "occurrence" means when Contractor knew, or in its diligent prosecution of the Work should have known, of the event giving rise to the request. If Contractor believes it is entitled to an adjustment in the Contract Sum, Contractor shall immediately notify Owner and begin to keep and maintain complete, accurate, and specific daily records. Contractor shall give Owner access to any such records and, if requested shall promptly furnish copies of such records to Owner. b. Contractor shall not be entitled to any adjustment in the Contract Sum for any occurrence of events or costs that occurred more than 7 days before Contractor's written notice to Owner. The written notice shall set forth, at a minimum, a description of: the event giving rise to the request for an equitable adjustment in the Contract Sum; the nature of the impacts to Contractor and its Subcontractors of any tier, if any; and to the extent possible the amount of the adjustment in Contract Sum requested. Failure to properly give such written notice shall, to the extent Owner's interests are prejudiced, constitute a waiver of Contractor's right to an equitable adjustment. c. Within 30 days of the occurrence of the event giving rise to the request, unless Owner agrees in writing to allow an additional period of time to ascertain more accurate data, Contractor shall supplement the written notice provided in accordance with subparagraph a. above with additional supporting data. Such additional data shall include, at a minimum: the amount of compensation requested, itemized in accordance with the procedure set forth herein; specific facts, circumstances, and analysis that confirms not only that Contractor suffered the damages claimed, but that the damages claimed were actually a result of the act, event, or condition complained of and that the Contract Part 7 00700 - page 26 I Documents provide entitlement to an equitable adjustment to Contractor for such act, event, or condition; and documentation sufficiently detailed to permit an informed analysis of the request by Owner. When the request for compensation relates to a delay, or other change in Contract Time, Contractor shall demonstrate the impact on the critical path, in accordance with section 7.03C. Failure to provide such additional information and documentation within the time allowed or within the format required shall, to the extent Owner's interests are-prejudiced, constitute a waiver of Contractor's right to an equitable adjustment. I I I I I d. Pending final resolution of any request made in accordance with this paragraph, unless otherwise agreed in writing, Contractor shall proceed diligently with performance of the Work. I I e. Any requests by Contractor for an equitable adjustment in the Contract Sum and in the Contract Time that arise out of the same event(s) shall be submitted together. I I 3. The value of any Work covered by a Change Order, or of any request for an equitable adjustment in the Contract Sum, shall be determined by one of the following methods: I I a. On the basis of a fixed price as determined in paragraph 7.02B. b. By application of unit prices to the quantities of the items involved as determined in paragraph 7.02C. I I c. On the basis of time and material as determined in paragraph 7.02D. I 4. When Owner has requested Contractor to submit a Change Order proposal, Owner may direct Contractor as to which method in subparagraph 3. above to use when submitting I I I 1--- II I I I I I I I I I I I I I I I I I -I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION its proposal. Otherwise, Contractor shall determine the value of the Work, or of a request for an equitable adjustment, on the basis of the fixed price method. 6. If the total cost of the change in the Work or request for equitable adjustment is between $1,000 and $2,500, Contractor may submit a breakdown in the following level of detail if the description of the change in the Work or if the request for equitable adjustment is sufficiently definitive to permit the Owner to determine fair value: B. Change Order Pricing -- Fixed Price When the fixed price method is used to determine the value of any Work covered by a Change Order, or of a request for an equitable adjustment in the Contract Sum, the following procedures shall apply: a. lump sum labor; b. lump sum material; I. Contractor's Change Order proposal, or request for adjustment in the Contract Sum, shall be accompanied by a complete itemization of the costs, including labor, material, subcontractor costs, and overhead and profit. The costs shall be itemized in the manner set forth below, and shall be submitted on breakdown sheets in a form approved by Owner. c. lump sum equipment usage; d. overhead and profit as set forth below; and e. insurance and bond costs as set forth below. 7. Any request for adjustment of Contract Sum based upon the fixed price method shall include only the following items: 2. All costs shall be calculated based upon appropriate industry standard methods of calculating labor, material quantities, and equipment costs. a. Craft labor costs: These are the labor costs determined by multiplying the estimated or actual additional number of craft hours needed to perform the change in the Work by the hourly labor costs. Craft hours should cover direct labor, as well as indirect labor due to trade inefficiencies. The hourly costs shall be based on the following: 3. If any of Contractor's pricing assumptions are contingent upon anticipated actions of Owner, Contractor shall clearly state them in the proposal or request for an equitable adjustment. 4. The cost of any additive or deductive changes in the Work shall be calculated as set forth below, except that overhead and profit shall not be included on deductive changes in the Work. Where a change in the Work involves additive and deductive work by the same Contractor or Subcontractor, small tools, overhead, profit, bond and insurance markups will apply to the net difference. ( I) Basic wages and benefits: Hourly rates and benefits as stated on the Department of Labor and Industries approved "statement of intent to pay prevailing wages." Direct supervision shall be a reasonable percentage not to exceed 15% of the cost of direct labor. No supervision markup shall be allowed for a working supervisor's hours. 5. If the total cost of the change in the Work or request for equitable adjustment does not exceed $1,000, Contractor shall not be required to submit a breakdown if the description of the change in the Work or request for equitable adjustment is sufficiently definitive for Owner to determine fair value. (2) Worker's insurance: Direct contributions to the state of Washington for industrial Part 7 insurance; medical aid; and supplemental pension, by the March 20, 2003 00700 - page 27 March 20, 2003 GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I class and rates established by the Department of Labor and Industries. (3) Federal insurance: Direct contributions required by the Federal Insurance Compensation Act; Federal Unemployment Tax Act; and the State Unemployment Compensation Act. (4) Travel allowance: Travel allowance and/or subsistence, if applicable, not exceeding those allowances established by regional labor union agreements, which are itemized and identified separately. (5) Safety: Cost incurred due to the Washington Industrial Safety and Health Act, which shall be a reasonable percentage not to exceed 2% of the sum of the amounts calculated in (1), (2), and (3) above. b. Material costs: This is an itemization of the quantity and cost of materials needed to perform the change in the Work. Material costs shall be developed first from actual known costs, second from supplier quotations or if these are not available, from standard industry pricing guides. Material costs shall consider all available discounts. Freight costs, express charges, or special delivery charges, shall be itemized. c. Equipment costs: This is an itemization of the type of equipment and the estimated or actual length of time the construction equipment appropriate for the Work is or will be used on the change in the Work. Costs will be allowed for construction equipment only if used solely for the changed Work, or for additional rental costs actually incurred by the Contractor. Equipment charges shall be e. Part 7 00700 - page 28 I computed on the basis of actual invoice costs or if owned, from the current edition of one of the following sources: I (l) Associated General Contractors - Washington State Department of Transportation (AGC WSDOT) Equipment Rental Agreement; 1987 edition. I I (2) The state of Washington Utilities and Transportation Commission for trucks used on highways. I (3) The National Electrical Contractors Association for equipment used on electrical work. I I (4) The Mechanical Contractors Association of America for equipment used on mechanical work. I The Data Quest Rental Rate (Blue Book) shall be used as a basis for establishing rental rates of equipment not listed in the above sources. The maximum rate for standby equipment shall not exceed that shown in the AGC WSDOT Equipment Rental Agreement, 1987 edition. I I d. I Allowance for small tools, expendables & consumable supplies: Small tools consist of tools which cost $250 or less and are normally furnished by the performing contractor. The maximum rate for small tools shall not exceed the following: I (l) For Contractor, 3% of direct labor costs. I (2) For Subcontractors, 5% of direct labor costs. I Expendables and consumable supplies directly associated with the change in Work must be itemized. I Subcontractor costs: This is defined as payments Contractor makes to Subcontractors for changed Work performed by Subcontractors of any tier. The Subcontractors' cost of Work shall be I I I I I I f. I I I I I I (1). I I I I I I I I I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION calculated and itemized in the same manner as prescribed herein for Contractor. (d) For each Subcontractor, for any Work performed by its Subcontractor(s) of any lower tier, 4% of the first $50,000 of the amount due the sub- Subcontractor, and 2% of the remaining amount if any. Allowance for overhead: This is defined as costs of any kind attributable to direct and indirect delay, acceleration, or impact, added to the total cost to Owner of any change in the Contract Sum but not to the cost of any change in the Contract Time for which contractor has been compensated pursuant to the conditions set forth in Section 7.03. This allowance shall compensate Contractor for all noncraft labor, temporary construction facilities, field engineering, schedule updating, as-built drawings, home office cost, B&O taxes, office engineering, estimating costs, additional overhead because of extended time, and any other cost incidental to the change in the Work. It shall be strictly limited in all cases to a reasonable amount, mutually acceptable, or if none can be agreed upon to an amount not to exceed the rates below: (e) The cost to which overhead is to be applied shall be determined in accordance with subparagraphs a.-e. above. (2). For projects where the Contract Award Amount is equal to or exceeds $3 million, the following shall apply: (a) For Contractor, for any Work actually performed by Contractor's own forces,] 2% of the first $50,000 of the cost, and 4% of the remaining cost, if any. For projects where the Contract Award Amount is under $3 million, the following shall apply: (b) For each Subcontractor (including lower tier subcontractors), for any Work actually performed by its own forces, 12% of the first $50,000 of the cost, and 4% of the remaining cost, if any. (a) For Contractor, for any Work actually performed by Contractor's own forces, 16% of the first $50,000 of the cost, and 4% of the remaining cost, if any. (c) For Contractor, for any Work performed by its Subcontractor(s), 4% of the first $50,000 of the amount due each Subcontractor, and 2% of the remaining amount if any. (b) For each Subcontractor (including lower tier subcontractors), for any Work actually performed by its own forces, 16% of the first $50,000 of the cost, and 4% of the remaining cost, if any. (d) For each Subcontractor, for any Work performed by its Subcontractor(s) of any lower tier, 4% of the first $50,000 of the amount due the sub- Subcontractor, and 2% of the remaining amount if any. (c) F or Contractor, for any work performed by its Subcontractor(s), 6% of the first $50,000 of the amount due each Subcontractor, and 4% of the remaining amount if any. (e) The cost to which overhead is to be applied shall be determined in accordance with subparagraphs a.- e. above. Part 7 g. Allowance for profit: This is an amount to be added to the cost of any change in March 20, 2003 00700 - page 29 GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I contract sum, but not to the cost of change in Contract Time for which contractor has been compensated pursuant to the conditions set forth in section 7.03. It shall be limited to a reasonable amount, mutually acceptable, or if none can be agreed upon, to an amount not to exceed the rates below: (I) For Contractor or Subcontractor of any tier for work performed by their forces, 6% of the cost developed in accordance with 7.02 b. 7a.- e. above. (2) For Contractor or Subcontractor of any tier for work performed by a subcontractor of a lower tier, 4% of the Subcontractor cost developed in accordance with 7.02 b. 7a. - h. h. Cost of change in insurance or bond premium: This is defined as: (I) Contractor's liability insurance: The cost of any changes in Contractor's liability insurance arising directly from execution of the Change Order; and (2) Public works bond: The cost of the additional premium for Contractor's bond arising directly from the changed Work. The costs of any change in insurance or bond premium shall be added after overhead and allowance for profit are calculated in accordance with subparagraph f. and g. above. c. Change Order Pricing -- Unit Prices I. Whenever Owner authorizes Contractor to perform Work on a unit-price basis, Owner's authorization shall clearly state: a. Scope of work to be performed; b. Type of reimbursement including pre- agreed rates for material quantities; and Part 7 March 20, 2003 00700 - page 30 I c. Cost limit of reimbursement. 2. Contractor shall: I a. Cooperate with Owner and assist in monitoring the Work being performed. As requested by Owner, Contractor shall identify workers assigned to the Change Order Work and areas in which they are working; I I b. Leave access as appropriate for quantity measurement; and I c. Not exceed any cost limit(s) without Owner's prior written approval. I 3. Contractor shall submit costs in accordance with paragraph 7.028. and satisfy the following requirements: I a. Unit prices shall include reimbursement for all direct and indirect costs of the Work, including overhead and profit, and bond and insurance costs; and I I b. Quantities must be supported by field measurement statements signed by Owner. D. I Change Order Pricing -- Time-and-Material Prices I. Whenever Owner authorizes Contractor to perform Work on a time-and-material basis, Owner's authorization shall clearly state: I a. Scope of Work to be perfonned; I b. Type of reimbursement including pre- agreed rates, if any, for material quantities or labor; and I c. Cost limit of reimbursement. I 2. Contractor shall: a. Cooperate with Owner and assist in monitoring the Work being performed. As requested by Owner, identify workers assigned to the Change Order Work and areas in which they are working; I I b. Identify on daily time sheets all labor performed in accordance with this authorization. Submit copies of daily time I I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I sheets within 2 working days for Owner's review; I c. Leave access as appropriate for quantity measurement; d. Perform all Work in accordance with this section as efficiently as possible; and I e. Not exceed any cost limit(s) without Owner's prior written approval. I 3. Contractor shall submit costs in accordance with paragraph 7.028 and additional verification supported by: I I a. Labor detailed on daily time sheets; and b. Invoices for material. I 7.03 CHANGE IN THE CONTRACT TIME I A. The Contract Time shall only be changed by a Change Order. Contractor shall include any request for a change in the Contract Time in its Change Order proposal. I B. If the time of Contractor's performance is changed due to an act of Force Majeure, or due to the fault or negligence of Owner or anyone for whose acts Owner is responsible, Contractor shall be entitled to make a request for an equitable adjustment in the Contract Time in accordance with the following procedure. No adjustment in the Contract Time shall be allowed to the extent Contractor's changed time of performance is due to the fault or negligence of Contractor, or anyone for whose acts Contractor is responsible. I I I I I. A request for an equitable adjustment in the Contract Time shall be based on written notice delivered within 7 days of the occurrence of the event giving rise to the request. If Contractor believes it is entitled to adjustment of Contract Time, Contractor shall immediately notify Owner and begin to keep and maintain complete, accurate, and specific daily records. Contractor shall give Owner access to any such record and if requested, I I I Part 7 1- March 20, 2003 00700 - page 31 shall promptly furnish copies of such record to Owner. 2. Contractor shall not be entitled to an adjustment in the Contract Time for any events that occurred more than 7 days before Contractor's written notice to Owner. The written notice shall set forth, at a minimum, a description of: the event giving rise to the request for an equitable adjustment in the Contract Time; the nature of the impacts to Contractor and its Subcontractors of any tier, if any; and to the extent possible the amount of the adjustment in Contract Time requested. Failure to properly give such written notice shall, to the extent Owner's interests are prejudiced, constitute a waiver of Contractor's right to an equitable adjustment. 3. Within 30 days of the occurrence of the event giving rise to the request, unless Owner agrees in writing to allow an additional period of time to ascertain more accurate data, Contractor shall supplement the written notice provided in accordance with subparagraph 7.03B.2 with additional supporting data. Such additional data shall include, at a minimum: the amount of delay claimed, itemized in accordance with the procedure set forth herein; specific facts, circumstances, and analysis that confirms not only that Contractor suffered the delay claimed, but that the delay claimed was actually a result of the act, event, or condition complained of, and that the Contract Documents provide entitlement to an equitable adjustment in Contract Time for such act, event, or condition; and supporting documentation sufficiently detailed to permit an informed analysis of the request by Owner. Failure to provide such additional information and documentation within the time allowed or within the format required shall, to the extent Owner's interests are prejudiced, constitute a waiver of Contractor's right to an equitable adjustment. 4. Pending final resolution of any request in accordance with this paragraph, unless otherwise agreed in writing, Contractor shall proceed diligently with performance of the Work. c. Any change in the Contract Time covered by a Change Order, or based on a request for an GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I equitable adjustment in the Contract Time, shall be limited to the change in the critical path of Contractor's schedule attributable to the change of Work or event(s) giving rise to the request for equitable adjustment. Any Change Order proposal or request for an adjustment in the Contract Time shall demonstrate the impact on the critical path of the schedule. Contractor shall be responsible for showing clearly on the Progress Schedule that the change or event: had a specific impact on the critical path, and except in case of concurrent delay, was the sole cause of such impact; and could not have been avoided by resequencing of the Work or other reasonable alternatives. o. Contractor may request compensation for the cost of a change in Contract Time in accordance with this paragraph, 7.030, subject to the following conditions: I. The change in Contract Time shall solely be caused by the fault or negligence of Owner or AlE; 2. Compensation under this paragraph is limited to changes in Contract Time for which Contractor is not entitled to be compensated under section 7.02; 3. Contractor shall follow the procedure set forth in paragraph 7.038; 4. Contractor shall establish the extent of the change in Contract Time in accordance with paragraph 7.03C; and 5. The daily cost of any change in Contract Time shall be limited to the items below, less funds that may have been paid pursuant to a change in the Contract Sum that contributed to this change in Contract Time: a. cost of nonproductive field supervision or labor extended because of the delay; b. cost of weekly meetings or similar indirect activities extended because of the c. cost of temporary facilities or equipment rental extended because of the delay; Part 7 March 20, 2003 00700 - page 32 delay; I d. cost of insurance extended because of the delay; I e. general and administrative overhead in an amount to be agreed upon, but not to exceed 3% of Contract Sum divided by the Contract Time for each day of the delay. I I I I I I I I I I I I I I I I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I PART 8 - CLAIMS AND DISPUTE RESOLUTION I 8.01 CLAIMS PROCEDURE I A. If the parties fail to reach agreement on the terms of any Change Order for Owner-directed Work as provided in section 7.0 I, or on the resolution of any request for an equitable adjustment in the Contract Sum as provided in section 7.02 or the Contract Time as provided in section 7.03, Contractor's only remedy shall be to file a Claim with Owner as provided in this section. I I B. Contractor shall file its Claim within the earlier of: 120 days from Owner's final offer in accordance with either paragraph 7.0 I E or the date of Final Acceptance. I I C. The Claim shall be deemed to cover all changes in cost and time (including direct, indirect, impact, and consequential) to which Contractor may be entitled. It shall be fully substantiated and documented. At a minimum, the Claim shall contain the following information: I I I. A detailed factual statement of the Claim for additional compensation and time, if any, providing all necessary dates, locations, and items of Work affected by the Claim; I 2. The date on which facts arose which gave rise to the Claim I 3. The name of each employee of Owner or AlE knowledgeable about the Claim; I 4. The specific provisions of the Contract Documents which support the Claim; I 5. The identification of any documents and the substance of any oral communications that support the Claim; I 6. Copies of any identified documents, other than the Contract Documents, that support the Claim; I 7. If an adjustment in the Contract Time is sought: the specific days and dates for which it is sought; the specific reasons Contractor believes an extension in the Contract Time I I March 20, 2003 00700 - page 33 Part 8 should be granted; and Contractor's analysis of its Progress Schedule to demonstrate the reason for the extension in Contract Time; 8. If an adjustment in the Contract Sum is sought, the exact amount sought and a breakdown of that amount into the categories set forth in, and in the detail required by, section 7.02; and 9. A statement certifying, under penalty of perjury, that the Claim is made in good faith, that the supporting cost and pricing data are true and accurate to the best of Contractor's knowledge and belief, that the Claim is fully supported by the accompanying data, and that the amount requested accurately reflects the adjustment in the Contract Sum or Contract Time for which Contractor believes Owner is liable. D. After Contractor has submitted a fully documented Claim that complies with all applicable provisions of parts 7 and 8, Owner shall respond, in writing, to Contractor as follows: I. If the Claim amount is less than $50,000, with a decision within 60 days from the date the Claim is received; or 2. If the Claim amount is $50,000 or more, with a decision within 60 days from the date the Claim is received, or with notice to Contractor of the date by which it will render its decision. Owner will then respond with a written decision in such additional time. E. To assist in the review of Contractor's Claim, Owner may visit the Project site, or request additional information, in order to fully evaluate the issues raised by the Claim. Contractor shall proceed with performance of the Work pending final resolution of any Claim. Owner's written decision as set forth above shall be final and conclusive as to all matters set forth in the Claim, unless Contractor follows the procedure set forth in section 8.02. F. Any Claim of the Contractor against the Owner for damages, additional compensation, or additional time, shall be conclusively deemed to have been GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I waived by the Contractor unless timely made in accordance with the requirements of this section. 8.02 ARBITRATION A. If Contractor disagrees with Owner's decision rendered in accordance with paragraph 8.01D, Contractor shalJ provide Owner with a written demand for arbitration. No demand for arbitration of any such Claim shalJ be made later than 30 days after the date of Owner's decision on such Claim; failure to demand arbitration within said 30 day period shalJ result in Owner's decision being final and binding upon Contractor and its Subcontractors. B. Notice of the demand for arbitration shall be filed with the American Arbitration Association (AAA), with a copy provided to Owner. The parties shalJ negotiate or mediate under the Voluntary Construction Mediation Rules of the AAA, or mutualJy acceptable service, before seeking arbitration in accordance with the Construction Industry Arbitration Rules of AAA as folJows: I. Disputes involving $30,000 or less shalJ be conducted in accordance with the Northwest Region Expedited Commercial Arbitration Rules; or 2. Disputes over $30,000 shall be conducted in accordance with the Construction Industry Arbitration Rules of the AAA, unless the parties agree to use the expedited rules. c. AlJ Claims arising out of the Work shall be resolved by arbitration. The judgment upon the arbitration award may be entered, or review of the award may occur, in the superior court having jurisdiction thereof. No independent legal action relating to or arising from the Work shall be maintained. D. Claims between Owner and Contractor, Contractor and its Subcontractors, Contractor and AlE, and Owner and AlE shall, upon demand by Owner, be submitted in the same arbitration or mediation. E. If the parties resolve the Claim prior to arbitration judgment, the terms of the resolution shalJ be incorporated in a Change Order. The Change Part 8 March 20, 2003 I Order shalJ constitute fulJ payment and final settlement of the Claim, including all claims for time and for direct, indirect, or consequential costs, including costs of delays, inconvenience, disruption of schedule, or loss of efficiency or productivity. I I 8.03 CLAIMS AUDITS A. All Claims filed against Owner shall be subject to audit at any time following the filing of the Claim. Failure of Contractor, or Subcontractors of any tier, to maintain and retain sufficient records to allow Owner to verify all or a portion of the Claim or to permit Owner access to the books and records of Contractor, or Subcontractors of any tier, shall constitute a waiver of the Claim and shalJ bar any recovery. I I I B. In support of Owner audit of any Claim, Contractor shall, upon request, promptly make available to Owner the following documents: I 1. Daily time sheets and supervisor's daily reports; I 2. COlJective bargaining agreements; I 3. Insurance, welfare, and benefits records; I 4. Payroll registers; 5. Earnings records; I 6. Payroll tax forms; 7. Material invoices, requisitions, and delivery confirmations; I 8. Material cost distribution worksheet; I 9. Equipment records (list of company equipment, rates, etc.); I 10. Vendors', rental agencies', Subcontractors', and agents' invoices; I II. Contracts between Contractor and each of its Subcontractors, and alJ lower-tier Subcontractor contracts and supplier contracts; I 12. Subcontractors' and agents' payment certificates; I 13. CancelJed checks (payrolJ and vendors); I 00700 - page 34 , I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I I ]4. Job cost report, including monthly totals; shall make a good faith effort to cooperate with Owner's auditors. 15. Job payroll ledger; I 16. Planned resource loading schedules and summarIes; I 17. General ledger; ] 8. Cash disbursements journal; I I 19. Financial statements for all years reflecting the operations on the Work. In addition, the Owner may require, if it deems it appropriate, additional tinancial statements for 3 years preceding execution of the Work; I 20. Depreciation records on all company equipment whether these records are maintained by the company involved, its accountant, or others; I I 21. If a source other than depreciation records is used to develop costs for Contractor's internal purposes in establishing the actual cost of owning and operating equipment, all such other source documents; I I 22. All nonprivileged documents which relate to each and every Claim together with all documents which support the amount of any adjustment in Contract Sum or Contract Time sought by each Claim; I I 23. Work sheets or software used to prepare the Claim establishing the cost components for items of the Claim including but not limited to labor, benefits and insurance, materials, equipment, Subcontractors, all documents which establish the time periods, individuals involved, the hours for the individuals, and the rates for the individuals; and I I 24. Work sheets, software, and all other documents used by Contractor to prepare its bid. I c. The audit may be performed by employees of Owner or a representative of Owner. Contractor, and its Subcontractors, shall provide adequate facilities acceptable to Owner, for the audit during normal business hours. Contractor, and all Subcontractors, Part 8 I I March 20, 2003 00700 - page 35 I II GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION PART 9 - TERMINATION OF THE WORK 9.01 TERMINATION BY OWNER FOR CAUSE A. Owner may, upon 7 days written notice to Contractor and to its surety, terminate (without prejudice to any right or remedy of Owner) the Work, or any part of it, for cause upon the occurrence of anyone or more of the following events: 1. Contractor fails to prosecute the Work or any portion thereof with sufficient diligence to ensure Substantial Completion of the Work within the Contract Time; 2. Contractor is adjudged bankrupt, makes a general assignment for the benefit of its creditors, or a receiver is appointed on account of its insolvency; 3. Contractor fails in a material way to replace or correct Work not in conformance with the Contract Documents; 4. Contractor repeatedly fails to supply skilled workers or proper materials or equipment; 5. Contractor repeatedly fails to make prompt payment due to Subcontractors or for labor; 6. Contractor materially disregards or fails to comply with laws, ordinances, rules, regulations, or orders of any public authority having jurisdiction; or 7. Contractor is otherwise in material breach of any provision of the Contract Documents. B. Upon termination, Owner may at its option: 1. Take possession of the Project site and take possession of or use all materials, equipment, tools, and construction equipment and machinery thereon owned by Contractor to maintain the orderly progress of, and to finish, the Work; 2. Accept assignment of subcontracts pursuant to section 5.21; and March 20, 2003 00700 - page 36 Part 9 3. Finish the Work by whatever other reasonable method it deems expedient. I c. I Owner's rights and duties upon termination are subject to the prior rights and duties of the surety, if any, obligated under any bond provided in accordance with the Contract Documents. I D. When Owner terminates the Work in accordance with this section, Contractor shall take the actions set forth in paragraph 9.02B, and shall not be entitled to receive further payment until the Work is accepted. I I E. If the unpaid balance of the Contract Sum exceeds the cost of finishing the Work, including compensation for NE's services and expenses made necessary thereby and any other extra costs or damages incurred by Owner in completing the Work, or as a result of Contractor's actions, such excess shall be paid to Contractor. If such costs exceed the unpaid balance, Contractor shall pay the difference to Owner. These obligations for payment shall survive termination. I I I F. Termination of the Work in accordance with this section shall not relieve Contractor or its surety of any responsibilities for Work performed. I G. If Owner terminates Contractor for cause, and it is later determined that none of the circumstances set forth in paragraph 9.0 I A exist, then such termination shall be deemed a termination for convenience pursuant to section 9.02. I I 9.02 TERMINATION BY OWNER FOR CONVENIENCE I A. Owner may, upon written notice, terminate (without prejudice to any right or remedy of Owner) the Work, or any part of it, for the convenience of Owner. I B. Unless Owner directs otherwise, after receipt of a written notice of termination for either cause or convenience, Contractor shall promptly: I I. Stop performing Work on the date and as specified in the notice of termination; I 2. Place no further orders or subcontracts for materials, equipment, services or facilities, I I I I I I I I I I I I I I I I I I I I I GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION except as may be necessary for completion of such portion 0 f the Work as is not terminated; 3. Cancel all orders and subcontracts, upon terms acceptable to Owner, to the extent that they relate to the performance of Work terminated; 4. Assign to Owner all of the right, title, and interest of Contractor in all orders and subcontracts; 5. Take such action as may be necessary or as directed by Owner to preserve and protect the Work, Project site, and any other property related to this Project in the possession of Contractor in which Owner has an interest; and 6. Continue performance only to the extent not tenninated. c. If Owner terminates the Work or any portion thereof for convenience, Contractor shall be entitled to make a request for an equitable adjustment for its reasonable direct costs incurred prior to the effective date of the termination, plus a reasonable allowance for overhead and profit on Work performed prior to termination, plus the reasonable administrative costs of the termination, but shall not be entitled to any other costs or damages, whatsoever, provided however, the total sum payable upon termination shall not exceed the Contract Sum reduced by prior payments. Contractor shall be required to make its request in accordance with the provisions of part 7. D. If Owner terminates the Work or any portion thereof for convenience, the Contract Time shall be adjusted as determined by Owner. Part 9 March 20, 2003 00700 - page 37 GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION I PART 10 - MISCELLANEOUS PROVISIONS 10.01 GOVERNING LAW The Contract Documents and the rights of the parties herein shall be governed by the laws of the state of Washington. Venue shall be in the county in which Owner's principal place of business is located, unless otherwise specified. 10.02 SUCCESSORS AND ASSIGNS Owner and Contractor respectively bind themselves, their partners, successors, assigns, and legal representatives to the other party hereto and to partners, successors, assigns, and legal representatives of such other party in respect to covenants, agreements, and obligations contained in the Contract Documents. Neither party shall assign the Work without written consent of the other, except that Contractor may assign the Work for security purposes, to a bank or lending institution authorized to do business in the state of Washington. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations set forth in the Contract Documents. 10.03 MEANING OF WORDS Unless otherwise stated in the Contract Documents, words which have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. Reference to standard specifications, manuals, or codes of any technical society, organization, or association, or to the code of any govenunental authority, whether such reference be specific or by implication, shall be to the latest standard specification, manual, or code in effect on the date for submission of bids, except as may be otherwise specifically stated. Wherever in these Drawings and Specifications an article, device, or piece of equipment is referred to in the singular manner, such reference shall apply to as many such articles as are shown on the drawings, or required to complete the installation. 10.04 RIGHTS AND REMEDIES No action or failure to act by Owner or AlE shall constitute a waiver of a right or duty afforded them under the Contract Documents, nor shall such action or failure Part 10 March 20, 2003 I to act constitute approval of an acquiescence in a breach therein, except as may be specifically agreed in writing. I 10.05 CONTRACTOR REGISTRATION Pursuant to RCW 39.06, Contractor shall be registered or licensed as required by the laws of the State of Washington, including but not limited to RCW 18.27. I 10.06 TIME COMPUTATIONS I When computing any period of time, the day of the event from which the period of time begins shall not be counted. The last day is counted unless it falls on a weekend or legal holiday, in which event the period runs until the end of the next day that is not a weekend or holiday. When the period of time allowed is less than 7 days, intermediate Saturdays, Sundays, and legal holidays are excluded from the computation. I I I 10.07 RECORDS RETENTION The wage, payroll, and cost records of Contractor, and its Subcontractors, and all records subject to audit in accordance with section 8.03, shall be retained for a period of not less than 6 years after the date of Final Acceptance. I I 10.08 THIRD-PARTY AGREEMENTS I The Contract Documents shall not be construed to create a contractual relationship of any kind between: AlE and Contractor; Owner and any Subcontractor; or any persons other than Owner and Contractor. I 10.09 ANTITRUST ASSIGNMENT I Owner and Contractor recognize that in actual economic practice, overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, Contractor hereby assigns to Owner any and all claims for such overcharges as to goods, materials, and equipment purchased in connection with the Work performed in accordance with the Contract Documents, except as to overcharges which result from antitrust violations commencing after the Contract Sum is established and which are not passed on to Owner under a Change Order. Contractor shall put a similar clause in its Subcontracts, and require a similar clause in its sub-Subcontracts, such that all claims for such overcharges on the Work are passed to Owner by Contractor. I I I I I 00700 - page 38 I r I I I I I I I I I I I I I I I I I I I 2.01 2.02 SUPPLEMENTAL CONDITIONS FOR WASHINGTON STATE FACILITIES CONSTRUCTION (Paragraphs keyed to the State's General Conditions) CONTRACTORS LIABILITY INSURANCE - Replaces Section 2.01 A.I. 1. General liability on the CGL OO.oI 1001 form or its equivalent which will include: a. Completed operations/products liability; b. Explosion, collapse, and underground; and c. Employer's liability coverage. Replaces Section 2.02 - COVERAGE LIMITS INSURANCE COVERAGE CERTIFICATES A. Insurance Coverage Certificates The Contractor shall furnish acceptable proof of insurance coverage on the State of Washington Certificate of Insurance form SF500A, dated 07/02/92 or ACORD form. B. . Required Coverages 1. For a contract less than $100,000.00, the coverage required is: a. Comprehensive General Liability Insurance - The Contractor shall at all times during the term of this contract, at its cost and expense, carry and maintain general public liability insurance, including contractual liability, against claims for bodily injury, personal injury, death or property damage occurring or arising out of services provided under this contract. This insurance shall cover claims caused by any act, omission, or negligence of the Contractor or its officers, agents, representatives, assigns or servants. The limits of liability insurance, which may be increased as deemed necessary by the contracting parties, shall be: Each Occurrence General Aggregate Limits (other than products - commercial operations) Products - Commercial Operations Limit Personal and Advertising Injury Limit Fire Damage Limit (anyone fire) Medical Expense Limit (anyone person) $1,000,000.00 $1,000,000.00 $1,000,000.00 $1,000,000.00 $50,000.00 $5,000.00 b. If the contract is for underground utility work, then the Contractor shall provide proof of insurance for that above in the form of Explosion, Collapse and Underground (XCU) coverage. Supplemental Conditions . Page 1 of9 - November 9, 2j)05 c. Employers Liability on an occurrence basis 10 an amount not less than $1,000,000.00 per occurrence. 2. For contracts over $100,000.00 but less than $5,000,000.00 the contractor shall obtain the coverage limits as listed for contracts below $100,000.00 and General Aggregate and Products - Commercial Operations Limit of not less than $2,000,000.00. 3. Coverage for Comprehensive General Bodily Injury Liability Insurance for a contract over $5,000,000.00 is: Each Occurrence General Aggregate Limits (other than products - commercial operations) Products - Commercial Operations limit Personal and Advertising Injury Limit Fire Damage Limit (anyone fire) Medical Expense Limit (anyone Person) $2,000,000.00 $4,000,000.00 $4,000,000.00 $2,000,000.00 $50,000.00 $5,000.00 4. For all Contracts - Automobile Liability: in the event that services delivered pursuant to this contract involve the use of vehicles or the transportation of clients, automobile liability insurance shall be required. If Contractor-owned personal vehicles are used, a Business Automobile Policy covering at a minimum Code 2 "owned autos only" must be secured. If Contractor employee's vehicles are used, the Contractor must also include under the Business Automobile Policy Code 9, coverage for non-owned autos. The minimum limits for automobile liability is: $1,000,000.00 per occurrence, using a combined single limit for bodily injury and property damage. 5. For Contracts for Hazardous Substance Removal (Asbestos Abatement, PCB Abatement, etc.) a. In addition to providing insurance coverage for the project as outlined above, the Contractor shall provide Pollution Liability insurance for the hazardous substance removal as follows: EACH OCCURRENCE $500,000.00 AGGREGATE $1,000,000.00 or $1,000,000.00 each occurrence/aggregate bodily injury and property damage combined single limit. I) Insurance certificate must state that the insurer is covering hazardous substance removal. 2) Should this insurance be secured on a "claims made" basis, the coverage must be . continuously maintained for one year following the project's "final completion" through official completion of the project, plus one year following. Supplemental Conditions Page 2 of 9 - November 9~ 2005 ~ I I I I I I I I I I I I I I I I I I I ,I I I I I I I I I I I I I I I I I I I I b. For Contracts where hazardous substance removal is a subcomponent of contracted work, the general contractor shall provide to the Owner a certificate of insurance for coverage as defined in Sa. above. The State of Washington must be listed as an additional insured. This certificate of insurance must be provided to the Owner prior to commencing work. 2.04 AlA Payment Bond and Performance Bond forms A312 are required by the Owner for the work ofthis contract. These forms must be obtained from the Contractor's bonding company. The Payment Bond shall cover payment to laborers and mechanics, including payments to Employee Benefit Funds, and payments to subcontractors, material suppliers, and persons who shall supply such person or persons, or subcontractors with materials and supplies. 2.05 Add New Paragraph C. - ADDITIONAL BOND SECURITY "Contractor shall promptly furnish proof of additional security (bond rider) to protect Owner and persons supplying labor or materials required by the Contract Documents if" C. The contract amount is increased by 15% or more. 2.06 Builder's Risk - Add the following at the end of paragraph 2.06 A: "For projects not involving New Building Construction, 'Installation Floater' is an acceptable substitute for the Builder's Risk Insurance." 3.02 Replaces Section 3.02 B - CONSTRUCTION SCHEDULE B. The Progress Schedule shall be in the form of a Critical Path Method (CPM) logic network or, with the approval of the Owner, a bar chart schedule may be submitted. The scheduling of construction is the responsibility of the Contractor and is included in the contract to assure adequate planning and execution of the work. The schedule will be used to evaluate progress of the work for payment based on the Schedule of Values. The schedule shall show the Contractor's planned order and interdependence of activities, and sequence of work. As a minimum the schedule shall include: · Date of Notice to Proceed; · Activities (resources, durations, individual responsible for activity, early starts, late starts, early finishes, late finishes, etc.); . Utility Shutdowns; · Interrelationships and dependence of activities; · Planned vs. actual status for each activity; · Substantial completion; . Punch list; · Final inspection; · Final completion, and · Float time Supplemental Conditions P_age 3 of9 - November 9, 2005 The Schedule Duration shall be based on the Contract Time of Completion listed on the Bid Proposal form. The Owner shall not be obligated to accept any Early Completion Schedule suggested by the Contractor. The Contract Time for Completion shall establish the Schedule Completion Date. If the Contractor feels that the work can be completed in less than the Specified Contract Time, then the Surplus Time shall be considered Project Float. This Float time shall be shown on the Project Schedule. It shall be available to accommodate changes in the work and unforeseen conditions. Neither the Contractor nor the Owner have exclusive right to this Float Time. It belongs to the project. 3.06 Replaces Section 3.05 A.6 - DELAY Unusually severe weather, in excess of weather conditions experienced within the area any time in the preceding ten years: A. Monthly rainfall in excess of the highest monthly rainfall experienced for the same month. B. Annual rainfall in excess of the highest annual rainfall experienced. C. Monthly snowfall in excess of the highest monthly snowfall experienced for the same month. D. Annual snowfall in excess of the highest annual snowfall experienced. E. Average high temperatures, for the summer months, in excess of the highest temperatures experienced. F. A verage low temperatures for the winter months, lower than the lowest average temperatures experienced. 5.02 Replace Section 5.02 B - PERMITS, FEES AND NOTICES B. The actual cost of the general building permit (only) and the public utility hook-up fees will be a direct reimbursement to the Contractor or paid directly to the permitting agency by the Owner. Fees for these permits should not be included by the Contractor in his bid amount Add New Section 5.02 D - PERMITS, FEES, AND NOTICES D. The General Contractor Shall submit copies of each valid permit required on the project to the Owner's representative. Nothing in this part shall be construed as imposing a duty upon the Owner or AlE to secure pennits. 5.04 Add New Paragraph F - PREY AILING WAGES Copies of approved Intents to Pay Prevailing Wages for the Contractor and all subcontractors shall be submitted with the Contractor's first application for payment. As additional Supplemental Conditions Page 4 of9 - Nov~mber 9,2005 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I subcontractors perform work on the project, their approved Intent forms shall be submitted with the Contractor's next application for payment. The Contractor and all subcontractors shall promptly submit to the Owner certified payroll copies if requested. 5.07 Replaces 5.07, Section A - SAFETY PRECAUTIONS A. In performing this contract, the Contractor shall provide for protecting the lives and health of employees and other persons; preventing damage to property, materials, supplies, and equipment; and avoid work interruptions. For these purposes, the Contractor shall: 1. Follow Washington Industrial Safety and Health Act (WISHA) regional directives and provide a site-specific safety program that will require an accident prevention and hazard analysis plan for the contractor and each subcontractor on the work site. The Contractor shall submit a site-specific safety plan to the Owner's representative prior to the initial scheduled construction meeting. 2. Provide adequate safety devices and measures including, but not limited to, the appropriate safety literature, notice, training, permits, placement and use of barricades, signs, signal lights, ladders, scaffolding, staging, runways, hoist, construction elevators, shoring, temporary lighting, grounded outlets, wiring, hazardous materials, vehicles, construction processes, and equipment required by Chapter 19.27 RCW, State Building Code (Uniform Building, Electrical, Mechanical, Fire, and Plumbing Codes); Chapter 212-12 WAC, Fire Marshal Standards, Chapter 49.17 RCW, WISHA; Chapter 296-155 WAC, Safety Standards for Construction Work; Chapter 296-65 WAC; WISHA Asbestos Standard; WAC 296-62-071, Respirator Standard; WAC 296-62, General Occupation Health Standards, WAC 296-24, General Safety and Health Standards, WAC 296-24, General Safety and Health Standards, Chapter 49.70 RCW, and Right to Know Act. 3. Comply with the State Environmental Policy Act (SEP A), Clean Air Act, Shoreline Management Act, and other applicable federal, state, and local statutes and regulations dealing with the prevention of environmental pollution and the preservation of public natural resources. 4. Post all permits, notices, and/or approvals in a conspicuous location at the construction site. 5. Provide any additional measures that the Owner determines to be reasonable and necessary for ensuring a safe environment in areas open to the public. Nothing in this part shall be construed as imposing a duty upon the Owner or AlE to prescribe safety conditions relating to employees, public, or agents of the Contractors. Supplemental Conditions Page 5 of9 - November 9,2005 5.20 Replace Paragraph A - SUBCONTRACTORS AND SUPPLIERS A. Prior to submitting the third Application for Payment, Contractor shall furnish in writing to Owner on Owner provided form(s) the names, addresses, telephone numbers, and Tax Identification Numbers (TIN) of all subcontractors, as well as suppliers providing materials in excess of $2,500.00. The Contractor shall designate all subcontractor and supplier participants which they believe to be MBE or WBE owned businesses, or have identified themselves to the Contractor as MBE or WBE, or are Washington State OMWBE cert~fied. The Contractor shall indicate the anticipated dollar value of each MWBE subcontract. Contractor shall utilize subcontractors and suppliers, which are experienced and qualified, and meet the requirements of the Contract Documents, if any. Contractor shall not utilize any subcontractor or supplier to whom the Owner has a reasonable objection, and shall obtain Owner's written consent before making any substitutions or additions. 7.01 Add Paragraph F - CHANGE IN THE WORK F. 1. The Field Authorization (FA) is executed as a directive to proceed with work when the processing time for an approved change order would impact the project. 2. A scope of work must be defined, a maximum not to exceed cost agreed upon, and any estimated modification to the contract completion time determined. The method of final cost verification must be noted and supporting cost data must be submitted in accordance with the requirements of Part 7 of the General Conditions. Upon satisfactory submittal and approval of supporting cost data, the completed FA will be processed into a change order. No payment will be made to the Contractor for FA work until that FA is converted to a Change Order. 10.10 Add Part 10.10 - MINORITY AND .WOMEN'S BUSINESS ENTERPRISES (MWBE) P ARTICIP A TION In Accordance with the legislative findings and policies set forth in Chapter 39.19 RCW the State of Washington encourages participation in all of its contracts by MWBE firms certified by the Office of Minority and Women's Business Enterprises (OMWBE). Participation may be either on a direct basis in response to this solicitation or as a subcontractor to a Bidder. Any affirmative action requirements set forth in federal regulations or statutes included or referenced in the contract documents will apply. Bidders may contact OMWBE to obtain information on certified firms for potential subcontractors/suppliers. - A. When referred to in this Contract, the terms Minority Business Enterprise (MBE) and Women's Business Enterprise (WBE) will be as defined by OMWBE, WAC 326-02-030. B. The OMWBE has compiled a directory of certified firms. Copies of this directory may be obtained through the OMWBE. For information regarding the certification process or the certification status of a particular firm, contact: Supplemental Conditions Page 6 of9 - November 9,2005 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I The OMWBE, 406 South Water, P.O. Box 41160, Olympia, Washington 98504-1160, telephone (360) 753-9693. C. Eligible MWBEs or M/W firms MWBE firms utilized for this project for voluntary MWBE goals may be certified by Washington State OMWBE or self identified as minority or women owned (M/W firm). D. MWBE Voluntary Goals The Owner has established voluntary goals for MWBE participation for this project. The voluntary goals are set forth in the Advertisement for Bids. E. If any part of the contract, including the supply of materials and equipment, is anticipated to be subcontracted, then prior to receipt of the first payment, Contractor shall submit, pursuant to Section 5.20 A, a list of all subcontractors/suppliers it intends to use, designate whether any of the subcontractors/suppliers are MWBE firms, indicate the anticipated dollar value of each MWBE subcontract, and provide Tax Identification Number (TIN). F. If any part of the contract, including the supply of materials and equipment is actually subcontracted during completion of the work, then prior to final acceptance or completion of the contract or as otherwise indicated in the contract documents, the Contractor shall submit a statement of participation indicating what MWBEs were used and the dollar value of their subcontracts. G. The provisions of this section are not intended to replace or otherwise change the requirements of RCW 39.30.060. If said statute is applicable to this contract then the failure to comply with RCW 39.30.060 will still render a bid non-responsive. H. The Contractor shall maintain, for at least three years after completion of this contract, relevant records and information necessary to document the level of utilization of MWBEs and other businesses as subcontractors and suppliers in this contract, as well as any efforts the Contractor makes to increase the participation of MWBEs as listed in section I below. The Contractor shall also maintain, for at least three years after completion of this contract, a record of all quotes, bids, estimates, or proposals submitted to the Contractor by all businesses seeking to participate as subcontractors or suppliers in this contract. The state shall have the right to inspect and copy such records. If this contract involves federal funds, Contractor shall comply with all record keeping requirements set forth in any federal rules, regulations or statutes included or referenced in the contract documents. I. Bidders shall advertise opportunities for subcontractors or suppliers in a manner reasonably designed to provide MWBEs capable of performing the work with timely notice of such opportunities, and all advertisements shall include a provision encouraging participation by MWBE firms. Advertising may be done through general advertisements (e.g. newspapers, journals, etc.) or by soliciting bids directly from MWBEs. Bidders shall provide MWBEs Supplemental Conditions Eage 7 of9 - November 9, 2005 that express interest with adequate and timely information about plans, specifications, and requirements of the contract. J. Contractors shall not create barriers to open and fair opportunities for all businesses including MWBEs to participate in all State contracts and to obtain or compete for contracts and subcontracts as sources of supplies, equipment, construction and services. In considering offers from and doing business with subcontractors and suppliers, the Contractor shall not discriminate on the basis of race, color, creed, religion, sex, age, nationality, marital status, or the presence of any mental or physical disability in an otherwise qualified disabled person. K. Any violation of the mandatory requirements of this part of the contract shall be a material breach of contract for which the Contractor may be subject to a requirement of specific performance, or damages and sanctions provided by contract, by RCW 39.19.090, or by other applicable laws. 10.11 MINIMUM LEVELS OF APPRENTICESHIP PARTICIPATION In accordance with RCW 39.04.320 the State of Washington requires 15% apprenticeship participation for projects estimated to cost one million dollars or more. A. Apprentice participation, under this contract, may be counted towards the required percentage (%) only if the apprentices are from an apprenticeship program registered and approved by the Washington State Apprenticeship and Training Council (RCW 49.04 and WAC 296-04). B. Bidders may contact the Department of Labor and Industries, Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, W A 98504-4530 by phone at (360) 902-5320, and e-mail at thum235@lni.wa.gov , to obtain information on available apprenticeship programs. C. For each project that has apprentice requirements, the contractor shall submit a "Statement of Apprentice/Journeyman Participation" on forms provided by the Department of General Administration, with every request for progress payment. The Contractor shall submit consolidated and cumulative data collected by the Contractor and collected from all subcontractors by the Contractor. The data to be collected and submitted includes the following: 1. Contractor name and address 2. Contract number 3. Project name 4. Contract value 5. Reporting period "Notice to Proceed" through "Invoicing Date" 6. Name and registration number of each apprentice 7. Total number of apprentices and labor hours worked by them, categorized by trade or craft. Supplemental Conditions Page 8 of 9_- November 9,2005 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I 8. Total number of journeymen and labor hours worked by them, categorized by trade or craft. 9. Cumulative combined total of apprentice and journeymen labor hours. 10. Total percentage of apprentice hours worked D. No changes to the required percentage (%) of apprentice participation shall be allowed without written approval of the Owner. In any request for the change the Contractor shall clearly demonstrate a good faith effort to comply with the requirements for apprentice participation. E. Any substantive violation of the mandatory requirements of this part, of the contract may be a material breach of the contract by the Contractor. The Owner may withhold payment pursuant to Part 6.05, stop the work for cause pursuant to Part 3.04, and tenninate the contract for cause pursuant to Part 9.01. Supplemental Conditions/Reference Documents Supplemental Conditions . Page 9 of9 - November 9,21205 I I I I I I I I I I I I I I I I I I I 2.02 SUPPLEMENTAL CONDITIONS FOR WASHINGTON STATE FACILITIES CONSTRUCTION (Paragraphs keyed to the State's General Conditions) Replaces Section 2.02 - COVERAGE LIMITS INSURANCE COVERAGE CERTIFICATES A. Insurance Coverage Certificates The Contractor shall furnish acceptable proof of insurance coverage on the State of Washington Certificate ofInsurance form SF500A, dated 07/02/92. B. Required Coverages 1. For a contract less than $100,000.00, the coverage required is: a. Public Liability Insurance - The Contractor shall at all times during the term of this contract, at its cost and expense, carry and maintain general public liability insurance, including contractual liability, against claims for bodily injury, personal injury, death or property damage occurring or arising out of services provided under this contract. This insurance shall cover claims caused by any act, omission, or negligence of the Contractor or its officers, agents, representatives, assigns or servants. The limits of liability insurance, which may be increased as deemed necessary by the contracting parties, shall be: Each Occurrence General Aggregate Limits (other than products - commercial operations) Products - Commercial Operations Limit Personal and Advertising Injury Limit Fire Damage Limit (anyone fire) Medical Expense Limit (anyone person) $1,000,000.00 $1,000,000.00 $1,000,000.00 $1,000,000.00 $50,000.00 $5,000.00 b. If the contract is for underground utility work, then the Contractor shall provide proof of insurance for that above in the form of Explosion, Collapse and Underground (XCU) coverage. c. Employers Liability on an occurrence basis in an amount not less than $1,000,000.00 per occurrence. 2. For contracts over $100,000.00 but less than $5,000,000.00 the contractor shall obtain the coverage limits as listed for contracts below $100,000.00 and General Aggregate and Products - Commercial Operations Limit of not less than $2,000,000.00. 3. Coverage for Comprehensive General Bodily Injury Liability Insurance for a contract over $5,000,000.00 is: Each Occurrence General Aggregate Limits (other than products - commercial operations) $2,500,000.00 $5,000,000.00 Supplemental Conditions Page 1 of9 - March 20, 2003 , ~- Products - Commercial Operations limit Personal and Advertising Injury Limit Fire Damage Limit (anyone fire) Medical Expense Limit (anyone Person) $5,000,000.00 $2,500,000.00 $50,000.00 $5,000.00 I I I I I I I I I I I I~ I I I I I I -I 4. For all Contracts - Automobile Liability: in the event that services delivered pursuant to this contract involve the use of vehicles or the transportation of clients, automobile liability insurance shall be required. If Contractor-owned personal vehicles are used, a Business Automobile Policy covering at a minimum Code 2 "owned autos only" must be secured. If Contractor employee's vehicles are used, the Contractor must also include under the Business Automobile Policy Code 9, coverage for non-owned autos. The minimum limits for automobile liability is: $1,000,000.00 per occurrence, using a combined single limit for bodily injury and property damage. 5. For Contracts for Hazardous Substance Removal (Asbestos Abatement, PCB Abatement, etc.) a. In addition to providing insurance coverage for the project as outlined above, the Contractor shall provide Environmental Impairment Liability insurance for the hazardous substance removal as follows: EACH OCCURRENCE $500,000.00 AGGREGA TE $1,000,000.00 or $1,000,000.00 each occurrence/aggregate bodily injury and property damage combined single limit. 1) Insurance certificate must state that the insurer is covenng hazardous substance removal. 2) Should this insurance be secured on a "claims made" basis, the coverage must be continuously maintained for one year following the project's "final completion" through official completion of the project, plus one year following. b. For Contracts where hazardous substance removal is a subcomponent of contracted work, the general contractor shall provide to the Owner a certificate of insurance for coverage as defined in 5a. above. The State of Washington must be listed as an additional insured. This certificate of insurance must be provided to the Owner prior to commencing work. 2.04 AlA Payment Bond and Performance Bond fonns A312 are required by the Owner for the work of this contract. These forms must be obtained from the Contractor's bonding company. The Payment Bond shall cover payment to laborers and mechanics, including payments to Employee Benefit Funds, and payments to subcontractors, material suppliers, and persons who shall supply such person or persons, or subcontractors with materials and supplies. 2.06 Builder's Risk - Add the following at the end of paragraph 2.06 A: "For projects not involving New Building Construction, 'Installation Floater' is an acceptable substitute for the Builder's Risk Insurance. " Supplemental Conditions Page 2 of 9 - March 20, 2003 I I I I I I I I I I I I I I I I I I I State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates For Public Works.Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. CLALLAM COUNTY Effective 03-02-08 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $36.24 1H 5D BOILERMAKERS JOURNEY LEVEL $50.33 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $43.75 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $14.67 CARPENTERS ACOUSTICAL WORKER $43.91 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $43.75 1M 5D CARPENTER $43.75 1M 5D CREOSOTED MATERIAL $43.85 1M 5D DRYWALL APPLICATOR $43.79 1M 5D FLOOR FINISHER $43.75 1M 5D FLOOR LAYER $43.75 1M 5D FLOOR SANDER $43.75 1M 5D MILLWRIGHT AND MACHINE ERECTORS $44.75 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $43.95 1M 5D SAWFILER $43.75 1M 5D SHINGLER $43.75 1M 5D STATIONARY POWER SAW OPERATOR $43.75 1M 5D STATIONARY WOODWORKING TOOLS $43.75 1M 5D CEMENT MASONS JOURNEY LEVEL $36.24 1H 5D DIVERS & TENDERS DIVER $85.75 1M 5D 8A DIVER TENDER $44.22 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $44.59 1T 5D 8L ASSISTANT MATE (DECKHAND) $44.08 1T 5D 8L BOATMEN $44.59 1T 5D 8L ENGINEER WELDER $44.64 1T 5D 8L LEVERMAN, HYDRAULIC $46.21 1T 5D 8L MAINTENANCE $44.08 1T 5D 8L MATES $44.59 1T 5D 8L OILER $44.21 1T 5D 8L DRYWALL TAPERS JOURNEY LEVEL $43.59 1E 5P ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $9.37 Page 1 . ----.- _____u___ I CLALLAM COUNTY I Effective 03-02-08 ********************************************************************************************************** (See Benefit Code Key) Over I PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS - INSIDE I I CABLE SPLICER $55.05 1E 5A CABLE SPLICER (TUNNEL) $58.86 1E 5A CERTIFIED WELDER $53.16 1E 5A I CERTIFIED WELDER (TUNNEL) $57.15 1E 5A CONSTRUCTION STOCK PERSON $28.83 1E 5A JOURNEY LEVEL $51.25 1E 5A JOURNEY LEVEL (TUNNEL) $55.05 1E 5A I ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 5C JOURNEY LEVEL $14.69 2A 5C I ELECTRICIANS - POWERLlNE CONSTRUCTION CABLE SPLICER $56.53 4A 5A CERTIFIED LINE WELDER $51.64 4A 5A GROUNDPERSON $37.15 4A 5A I HEADGROUNDPERSON $39.19 4A 5A HEAVY LINE EQUIPMENT OPERATOR $51.64 4A 5A JACKHAMMER OPERATOR $39.19 4A 5A I JOURNEY LEVEL LINE PERSON $51.64 4A 5A LINE EQUIPMENT OPERATOR $43.83 4A 5A POLE SPRAYER $51.64 4A 5A POWDERPERSON $39.19 4A 5A I ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $12.07 ELEVATOR CONSTRUCTORS I MECHANIC $60.85 4A 5Q MECHANIC IN CHARGE $66.25 4A 5Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $13.50 I FENCE ERECTORS FENCE ERECTOR $13.80 FENCE LABORER $11.60 I FLAGGERS JOURNEY LEVEL $31.01 1H 5D GLAZIERS JOURNEY LEVEL $43.76 1H 5G I HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $46.59 1S 5J HEATING EQUIPMENT MECHANICS I MECHANIC $16.00 HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $36.75 1H 50 INDUSTRIAL ENGINE AND MACHINE MECHANICS I MECHANIC $15.65 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.24 I INLAND BOATMEN CAPTAIN $59.22 COOK $34.81 DECKHAND $34.52 I ENGINEER/DECKHAND $58.62 MATE, LAUNCH OPERATOR $50.20 Page 2 I I CLALLAM COUNTY I Effective 03-02-08 ********************************************************************************************************** (See Benefit Code Key) Over I PREVAILING Time Holiday Note Classification WAGE Code Code Code INSPECTION/CLEANING/SEALING OF SEWER & WATER SYSTEMS BY I REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 GROUT TRUCK OPERATOR $11 .48 I HEAD OPERATOR $12.78 TECHNICIAN $8.07 TV TRUCK OPERATOR $10.53 INSULATION APPLICATORS I JOURNEY LEVEL $20.50 IRONWORKERS JOURNEY LEVEL $47.92 10 5A I LABORERS ASPHAL T RAKER $36.75 1H 5D BALLAST REGULATOR MACHINE $36.24 1H 5D BATCH WEIGHMAN $31.01 1H 5D I BRUSH CUTTER $36.24 1H 5D BRUSH HOG FEEDER $36.24 1H 5D BURNERS $36.24 1H 5D I CARPENTER TENDER $36.24 1H 5D CASSION WORKER $37.20 1H 5D CEMENT DUMPER/PAVING $36.75 1H 5D CEMENT FINISHER TENDER $36.24 1H 5D I CHANGE-HOUSE MAN OR DRY SHACKMAN $36.24 1H 5D CHIPPING GUN (OVER 30 LBS) $36.75 1H 5D CHIPPING GUN (UNDER 30 LBS) $36.24 1H 5D I CHOKER SETTER $36.24 1H 5D CHUCK TENDER $36.24 1H 5D CLEAN-UP LABORER $36.24 1H 5D CONCRETE DUMPER/CHUTE OPERATOR $36.75 1H 5D I CONCRETE FORM STRIPPER $36.24 1H 5D CONCRETE SAW OPERATOR $36.75 1H 5D CRUSHER FEEDER $31.01 1H 5D CURING LABORER $36.24 1H 5D I DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED MATERIALS) $36.24 1H 5D DITCH DIGGER $36.24 1H 5D DIVER $37.20 1H 5D I DRILL OPERATOR (HYDRAULIC, DIAMOND) $36.75 1H 5D DRILL OPERATOR, AIRTRAC $37.20 1H 5D DUMPMAN $36.24 1H 5D EPOXY TECHNICIAN $36.24 1H 5D I EROSION CONTROL WORKER $36.24 1H 5D FALLER/BUCKER, CHAIN SAW $36.75 1H 5D FINAL DETAIL CLEANUP (i.e., dusting, vacuuming, window cleaning; NOT $28.45 1H 5D I construction debris cleanup) FINE GRADERS $36.24 1H 5D FIRE WATCH $31.01 1H 5D FORM SETTER $36.24 1H 5D I GAB ION BASKET BUILDER $36.24 1H 5D GENERAL LABORER $36.24 1H 5D GRADE CHECKER & TRANSIT PERSON $36.75 1H 5D I GRINDERS $36.24 1H 5D GROUT MACHINE TENDER $36.24 1H 5D Page 3 I I CLALLAM COUNTY I Effective 03-02-08 ********************************************************************************************************** (See Benefit Code Key) Over I PREVAILING Time Holiday Note Classification WAGE Code Code Code GUARDRAIL ERECTOR $36.24 1H 50 I HAZARDOUS WASTE WORKER LEVEL A $37.20 1H 50 HAZARDOUS WASTE WORKER LEVEL B $36.75 1H 50 HAZARDOUS WASTE WORKER LEVEL C $36.24 1H 50 I HIGH SCALER $37.20 1H 50 HOD CARRIERlMORTARMAN $36.75 1H 50 JACKHAMMER $36.75 1H 50 LASER BEAM OPERATOR $36.75 1H 50 I MANHOLE BUILOER-MUOMAN $36.75 1H 50 MATERIAL YARDMAN $36.24 1H 50 MINER $37.20 1H 50 I NOZlLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $36.75 1H 50 PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $36.75 1H 50 I PILOT CAR $31.01 1H 50 PIPE POT TENDER $36.75 1H 50 PIPE RELlNER (NOT INSERT TYPE) $36.75 1H 50 PIPELAYER & CAULKER $36.75 1H 50 I PIPELAYER & CAULKER (LEAD) $37.20 1H 50 PIPEWRAPPER $36.75 1H 50 POT TENDER $36.24 1H 50 I POWOERMAN $37.20 1H 50 POWOERMAN HELPER $36.24 1H 50 POWERJACKS $36.75 1H 50 RAILROAD SPIKE PULLER (POWER) $36.75 1H 50 I RE-TIMBERMAN $37.20 1H 50 RIPRAP MAN $36.24 1H 50 ROOOER $36.75 1H 50 I SCAFFOLD ERECTOR $36.24 1H 50 SCALE PERSON $36.24 1H 50 SIGNALMAN $36.24 1H 50 SLOPER (OVER 20") $36.75 1H 50 I SLOPER SPRAYMAN $36.24 1H 50 SPREADER (CLARY POWER OR SIMILAR TYPES) $36.75 1H 50 SPREADER (CONCRETE) $36.75 1H 50 I STAKE HOPPER $36.24 1H 50 STOCKPILER $36.24 1H 50 TAMPER & SIMILAR ELECTRIC, AIR & GAS $36.75 1H 50 TAMPER (MULTIPLE & SELF PROPELLED) $36.75 1H 50 I TOOLROOM MAN (AT JOB SITE) $36.24 1H 50 TOPPER-TAILER $36.24 1H 50 TRACK LABORER $36.24 1H 50 I TRACK LINER (POWER) $36.75 1H 50 TRUCK SPOTTER $36.24 1H 50 TUGGER OPERATOR $36.75 1H 50 VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $36.24 1H 50 I VIBRATOR $36.75 1H 50 VINYL SEAMER $36.24 1H 50 WELDER $36.24 1H 50 I WELL-POINT LABORER $36.75 1H 50 Page 4 I ---- --- ------ I CLALLAM COUNTY I Effective 03-02-08 ********************************************************************************************************** (See Benefit Code Key) Over I PREVAILING Time Holiday Note Classification WAGE Code Code Code LABORERS - UNDERGROUND SEWER & WATER I GENERAL LABORER $36.24 1H 5D PIPE LAYER $36.75 1H 5D LANDSCAPE CONSTRUCTION I IRRIGATION OR LAWN SPRINKLER INSTALLERS $12.89 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $12.89 LANDSCAPING OR PLANTING LABORERS $12.89 LATHERS I JOURNEY LEVEL $43.79 1M 5D METAL FABRICATION (IN SHOP) FITTERJWELDER $15.16 I LABORER $11.13 MACHINE OPERATOR $10.66 PAINTER $11.41 PAINTERS I JOURNEY LEVEL $33.94 2B SA PLASTERERS JOURNEY LEVEL $25.83 I PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.07 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $57.34 1G SA I POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $42.14 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $44.92 1T 5D 8L I BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $45.41 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ATTACHMENTS) $45.96 1T 5D 8L BACKHOES, (75 HP & UNDER) $44.50 1T 5D 8L BACKHOES, (OVER 75 HP) $44.92 1T 5D 8L I BARRIER MACHINE (ZIPPER) $44.92 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $44.92 1T 5D 8L BELT LOADERS (ELEVATING TYPE) $44.50 1T 5D 8L I BOBCAT (SKID STEER) $42.14 1T 5D 8L BROOMS $42.14 1T 5D 8L BUMP CUTTER $44.92 1T 5D 8L CABLEWAYS $45.41 1T 5D 8L , I CHIPPER $44.92 1T 5D 8L COMPRESSORS $42.14 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $42.14 1T 5D 8L I CONCRETE PUMPS $44.50 1T 5D 8L CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $44.92 1T 50 8L CONVEYORS $44.50 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $44.50 1T 5D 8L I CRANES, 20 - 44 TONS, WITH ATTACHMENTS $44.92 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $45.41 1T 5D 8L WITH ATACHMENTS) CRANES, 100 TONS -199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $45.96 1T 5D 8L I WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $46.53 1T 5D 8L WITH ATTACHMENTS) CRANES, A-FRAME, 10 TON AND UNDER $42.14 1T 5D 8L I CRANES, A-FRAME, OVER 10 TON $44.50 1T 5D 8L Page 5 I I ---- I CLALLAM COUNTY I Effective 03-02-08 ********************************************************************************************************** (See Benefit Code Key) Over I PREVAILING Time Holiday Note Classification WAGE Code Code Code CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $47.09 1T 50 8L I ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE ( 20 - 44 TONS) $44.92 1T 50 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $45.41 1T 50 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $45.96 1T 50 8L I CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $45.96 1T 50 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $46.53 1T 50 8L CRUSHERS $44.92 1T 50 8L I DECK ENGINEER/DECK WINCHES (POWER) $44.92 1T 50 8L DERRICK, BUILDING $45.41 1T 50 8L DOZERS, 0-9 & UNDER $44.50 1T 50 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $44.50 1T 50 8L I DRILLING MACHINE $44.92 1T 50 8L ELEVATOR AND MANLlFT, PERMANENT AND SHAFT-TYPE $42.14 1T 50 8L EQUIPMENT SERVICE ENGINEER (OILER) $44.50 1T 50 8L I FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $44.92 1T 50 8L FORK LIFTS, (3000 LBS AND OVER) $44.50 1T 50 8L FORK LIFTS, (UNDER 3000 LBS) $42.14 1T 50 8L GRADE ENGINEER $44.50 1T 50 8L I GRADECHECKER AND STAKEMAN $42.14 1T 50 8L GUARDRAIL PUNCH $44.92 1T 50 8L HOISTS, OUTSIDE (ELEVATORS AND MANLlFTS), AIR TUGGERS $44.50 1T 50 8L I HORIZONTAUDIRECTIONAL DRILL LOCATOR $44.50 1T 50 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $44.92 1T 50 8L HYDRALlFTS/BOOM TRUCKS (10 TON & UNDER) $42.14 1T 50 8L HYDRALlFTS/BOOM TRUCKS (OVER 10 TON) $44.50 1T 50 8L I LOADERS, OVERHEAD (6 YO UP TO 8 YO) $45.41 1T 50 8L LOADERS, OVERHEAD (8 YO & OVER) $45.96 1T 50 8L LOADERS, OVERHEAD (UNDER 6 YO), PLANT FEED $44.92 1T 50 8L I LOCOMOTIVES, ALL $44.92 1T 50 8L MECHANICS, ALL $45.41 1T 50 8L MIXERS, ASPHALT PLANT $44.92 1T 50 8L MOTOR PATROL GRADER (FINISHING) $44.92 1T 50 8L I MOTOR PATROL GRADER (NON-FINISHING) $44.50 1T 50 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $45.41 1T 50 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $42.14 1T 50 8L I OPERATOR PAVEMENT BREAKER $42.14 1T 50 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $44.92 1T 50 8L PLANT OILER (ASPHALT, CRUSHER) $44.50 1T 50 8L I POSTHOLE DIGGER, MECHANICAL $42.14 1T 50 8L POWER PLANT $42.14 1T 50 8L PUMPS, WATER $42.14 1T 50 8L QUAD 9,0-10, AND HD-41 $45.41 1T 50 8L I REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $45.41 1T 50 8L EQUIP RIGGER AND BELLMAN $42.14 1T 50 8L I ROLLAGON $45.41 1T 50 8L ROLLER, OTHER THAN PLANT ROAD MIX $42.14 1T 50 8L ROLLERS, PLANTMIX OR MUL TILlFT MATERIALS $44.50 1T 50 8L ROTO-MILL, ROTO-GRINDER $44.92 1T 50 8L I SAWS, CONCRETE $44.50 1T 50 8L Page 6 I I CLALLAM COUNTY I Effective 03-02-08 ********************************************************************************************************** (See Benefit Code Key) Over I PREVAILING Time Holiday Note Classification WAGE Code Code Code SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $44.92 1T 50 8L I OFF-ROAD EQUIPMENT ( UNDER 45 YO) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $45.41 1T 50 8L OFF-ROAD EQUIPMENT (45 YO AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $44.50 1T 50 8L I SCREED MAN $44.92 1T 50 8L SHOTCRETE GUNITE $42.14 1T 50 8L SLlPFORM PAVERS $45.41 1T 50 8L I SPREADER, TOPSIDE OPERATOR - BLAW KNOX $44.92 1T 50 8L SUBGRADE TRIMMER $44.92 1T 50 8L TOWER BUCKET ELEVATORS $44.50 1T 50 8L TRACTORS, (75 HP & UNDER) $44.50 1T 50 8L I TRACTORS, (OVER 75 HP) $44.92 1T 50 8L TRANSFER MATERIAL SERVICE MACHINE $44.92 1T 50 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $45.41 1T 50 8L I TRENCHING MACHINES $44.50 1T 50 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $44.50 1T 50 8L TRUCK CRANE OILER/DRIVER (100 TON & OVER) $44.92 1T 50 8L TRUCK MOUNT PORTABLE CONVEYER $44.92 . 1T 50 8L I WHEEL TRACTORS, FARMALL TYPE $42.14 1T 50 8L YO YO PAY DOZER $44.92 1T 50 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER I (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $37.61 4A SA SPRAY PERSON $35.73 4A SA I TREE EQUIPMENT OPERATOR $36.19 4A SA TREE TRIMMER $33.68 4A SA TREE TRIMMER GROUNDPERSON $25.43 4A SA I REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $27.68 RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL $43.75 1M SA I RESIDENTIAL CARPENTERS JOURNEY LEVEL $17.85 RESIDENTIAL CEMENT MASONS I JOURNEY LEVEL $25.63 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $18.00 RESIDENTIAL ELECTRICIANS I JOURNEY LEVEL $27.78 RESIDENTIAL GLAZIERS JOURNEY LEVEL $21.36 I RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $9.86 RESIDENTIAL LABORERS JOURNEY LEVEL $18.08 I RESIDENTIAL PAINTERS JOURNEY LEVEL $15.97 RESIDENTIAL PLUMBERS & PIPEFITTERS I JOURNEY LEVEL $14.60 Page 7 I I CLALLAM COUNTY I Effective 03-02-08 ********************************************************************************************************** (See Benefit Code Key) Over I PREVAILING Time Holiday Note Classification WAGE Code Code Code I RESIDENTIAL REFRIGERATION & AIR CONDITIONING MECHANICS JOURNEY LEVEL $55.41 1G SA RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $33.04 1E 6L I RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $10.88 RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) I JOURNEY LEVEL $19.67 ROOFERS JOURNEY LEVEL $36.78 1R SA USING IRRITABLE BITUMINOUS MATERIALS $39.78 1R SA I SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $51.97 1E 6L SHIPBUILDING & SHIP REPAIR BOILERMAKER $31 .46 1H 6W I HEAT & FROST INSULATOR $46.59 1S SJ LABORER $12.16 1 MACHINIST $17.16 1 I SHIPFITTER $14.66 1 WELDER/BURNER $14.66 1 SIGN MAKERS & INSTALLERS (ELECTRICAL) JOURNEY LEVEL $19.29 I SIGN MAKERS & INSTALLERS (NON-ELECTRICAL) JOURNEY LEVEL $12.15 SOFT FLOOR LAYERS I JOURNEY LEVEL $36.08 1B SA SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $10.31 1B SO SPRINKLER FITTERS (FIRE PROTECTION) I JOURNEY LEVEL $19.67 STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 I SURVEYORS CHAIN PERSON $9.35 INSTRUMENT PERSON $11.40 PARTY CHIEF $13.40 I TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $32.34 1E SA TELEPHONE LINE CONSTRUCTION - OUTSIDE I CABLE SPLICER $30.66 2B SA HOLE DIGGER/GROUND PERSON $17.19 2B SA INSTALLER (REPAIRER) $29.41 2B SA JOURNEY LEVEL TELEPHONE L1NEPERSON $28.53 2B SA I SPECIAL APPARATUS INSTALLER I $30.66 2B SA SPECIAL APPARATUS INSTALLER II $30.05 2B SA TELEPHONE EQUIPMENT OPERATOR (HEAVY) $30.66 2B SA I TELEPHONE EQUIPMENT OPERATOR (LIGHT) $28.53 2B SA TELEVISION GROUND PERSON $16.31 2B SA TELEVISION L1NEPERSON/lNSTALLER $21.68 2B SA TELEVISION SYSTEM TECHNICIAN $35.78 2B SA I TELEVISION TECHNICIAN $23.19 2B SA TREE TRIMMER $28.53 2B SA Page 8 I I I I I II I I I I I I I I I I I I I I CLALLAM COUNTY Effective 03-02-08 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $41.96 1M 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $35.79 1B 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $36.40 1K 5A TRUCK DRIVERS ASPHALT MIX (TO 16 YARDS) $41.19 1T 50 8L ASPHALT MIX (OVER 16 YARDS) $41.90 1T 50 8L DUMP TRUCK $20.23 1 DUMP TRUCK & TRAILER $20.23 1 OTHER TRUCKS $41.90 1T 50 8L TRANSIT MIXER $23.73 1 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.60 OILER $9.45 WELL DRILLER $11.60 Page 9 I I I I I I I I I I I I SECTION 011000 - SUMMARY PART 1 - GENERAL 1.1 SUMMARY OF WORK A. Work covered by Contract Documents comprises construction of new acoustical ceilings within existing Science and Technology Center and reconfiguration of existing lighting, ductork, sprinklers, and other services to suit new ceiling configuration. B. Project is located in Southwest corner of the Peninsula College Campus, Port Angeles, Washington; refer to vicinity map on the Drawings. C. Work consists of providing labor, materials, equipment, services, and administrative services required in conjunction with or incidental to Project Construction, including work provided under other contracts or indicated as 'FOIC'. D. Provide items required for complete operating systems, including items not necessarily specified or shown in these documents, but that can be reasonably inferred as being necessary. E. Project Information: Refer to Project Directory, for Owner, Architect and Consultant contacts. 1.2 CONSTRUCTION CONTRACT AND RELATED WORK A. Construct Project under single stipulated sum contract as incorporated in the Owner-Contractor Agreement. Refer to Section 012300 - Alternates for separate prices for Work which may be incorporated into the Construction at Owner's option. I I I I I I B. For Installation by Contractor: Certain items listed in the Equipment list, the Specifications or designated on the drawings by the abbreviation "FOIC", meaning "Furnished by Owner but Installed by Contractor" will be delivered to the job site receiving area for consignment to the Contractor for installation. 1. The Contractor shall assume custody and responsibility for same after inspecting and determining that they are complete and in acceptable condition for installation. 2. Installation of such items includes uncrating, setting in place, building in, leveling and attaching to building construction as required, making any connections to building services, and leaving same completely installed and in operable condition satisfactory to the Owner's Representative at time of acceptance of the Work. C. For Installation by Owner or Others: Items listed in the Specifications or designated on the drawings by the abbreviation "FOIO", "FOIV", or "NIC", meaning "Furnished and Installed by the Owner", "Furnished by the Owner but Installed by the Vendor", and "Not in this Contract", respectively, will be furnished and installed by the Owner using his own forces or by means outside of the scope of this Contract. The Contractor shall coordinate its work with the Owner's installation forces. D. Work to be Performed Later: Wherever an item is shown on the drawings or referenced in the specifications as "Future", it is to be considered as included in work of another and later contract. I Science & Technology Building - New Ceiling Peninsula College 011000 - 1 Summary Construction Documents @LMNArchitects 1.3 1.4 1.5 I CONTRACTOR RESPONSIBILITIES I I I A. Contractor's Duties: In addition to duties specified throughout the Contract Documents, the Contractor's duties include the following: 1. Construction Costs: Except as specifically noted, provide and pay for labor, materials and equipment, tools, construction equipment and machinery, water, heat, electrical power and light, utilities required for construction, and other facilities and services necessary for the proper execution and completion of the Work. Refer to Section 015000 - Temporary Facilities and Controls, for detailed requirements. 2. Taxes: Pay legally required sales, consumer, business, excise, and use taxes. 3. Permits and Fees: Secure and pay for government fees, licensed, and permits, except as specifically noted in the Contract Documents. 4. Regulations and Notices: Comply with Codes, ordinances, rules, regulations, and other requirements of public authorities which pertain to the completion of the Work and give all required notices, including written notice to the Architect of any observed variances in the Contract Documents with legal requirements. It is not the Contractor's responsibility to make certain that the Contract Documents comply with codes and regulations, except where expressing written into individual sections of the specifications. Refer to Section 014000 - Quality Requirements, for additional requirements. 5. Coordination: Coordinate work of the various trades and subcontractors to assure efficient and orderly sequencing and installation of construction elements, including provisions for accommodation items to be installed by Owner under separate contracts, or as tenant improvements, installed at a later time. Refer to Section 013100 - Project Management and Coordination, for detailed requirements. I I I I I I I PROTECTION OF LABORATORY CASEWORK, FURNITURE AND EQUIPMENT: A. Provide protective coverings, devices, signs, or other procedures to protect laboratory casework, furniture, and equipment - especially fume hoods and digital projectors. 1. If, despite such protection, equipment becomes damaged, engage equipment manufacturer's authorized service representative to repair damage so no evidence remains of correction work. 2. Return items that cannot be repaired in field to the shop, make required repairs and refinish entire unit, or provide new units as required. I I I I B. Owner will remove the following items prior to commencement of construction and reinstall after substantial completion. 1. Clocks. 2. Loudspeakers. 3. Small furniture items. OWNER'S OCCUPANCY REQUIREMENTS A. Full Owner Occupancy: Owner will occupy site and adjacent building during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits, unless otherwise indicated. 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. I I I Science & Technology Building - New Ceiling Peninsula College 011000 - 2 Summary Construction Documents @LMNArchitects I I I I I I I I I I I I I I I I I I I I 2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. B. Owner Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed areas of building, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work. 1. Architect will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied before Owner occupancy. 2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner occupancy. 3. Before partial Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of building. 4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of building. 1.6 WORK RESTRICTIONS A. Contractor Use Of Premises: 1. General: Confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents. Allow no materials or equipment to unreasonably encumber the site. 2. Contractor shall have full use of premises for construction operations, including use of site within the construction limits. However since the premises adjoin, both public right- of-ways and private property, the Contractor's operations shall be governed by maintaining continuous use of all normal access on streets and driveways. 3. Where Contractors use of site includes existing streets, sidewalks or right-of-way, the Contractor shall obtain approval and pay for use of such areas in accordance with requirements of the City of Longview. 4. Refer to Section 015000 - Temporary Facilities and Controls, for additional requirements for site utilization, traffic control and dust control. 5. Hot Work on The Premises: Hot Work at the project site will be restricted to the fabrication of structural components indicated on the Contract Documents. Provide Fire Watch procedures during all welding, cutting and other hot-work operations in strict compliance with International Fire Code and all other requirements of governing authorities, including restrictions and limitations by the Owner. B. Hours of Operation: Contractor's operations on the project site are limited to the hours from 7:00 am to 8:00 pm, Monday through Friday, and from 9:00 am to 8:00 pm on Saturdays. C. Hours Restricted for Hauling: Contractor's operations for hauling to routes approved by the governing authority and are limited to the hours from 8:30 am to 3:30 pm, Monday through Friday. D. Site: The Contractor is the custodian of the site and is responsible to provide access, storage, and work space for Contractor's work force. Due to site limitations the Contractor shall be responsible to provide off site storage for materials, parking and transportation as may be required to maintain the scheduling of the Work. Science & Technology Building - New Ceiling Peninsula College 011000 - 3 Summary Construction Documents @LMNArchitects E. I I I I I I I I Existing Improvements, Hardscape and Utilities: 1. General: Protect existing structures, sidewalks, curbs, streets, landscaping, utilities and work of any kind, which is to remain, from damage defacement, or interruption of service, except as may be specially directed or authorized by the Architect. All damage shall be repaired to approximate original condition within the Contract Sum. 2. Existing Trees: Trees to remain shall be protected and maintained throughout the Construction period. Trees designated to be removed and replanted shall be stored offsite and maintained by a qualified landscaper or NAA certified arborist whose work shall result in the successful re-establishment of all trees. 3. Utilities: Protect and maintain existing utilities from damage or interruption, except as required to make service connections. Verify locations of all utilities and coordinate interruption and relocation with respective utility company. 4. Hardscape: Where curbs and sidewalks are to remain, protect from settlement and Contractors operations. Site improvements which cannot be salvaged or which become damaged shall be replaced to City of San Diego Standard Specifications and as required by the Contract Documents. F. Assume responsibility for protection and safekeeping of products stored on and off site under this Contract. G. Conduct operations to ensure least inconvenience to public and the Owner. H. Obtain and pay for use of additional storage or staging areas needed for operations. I I I I I I I I. Do not load structure with weight that would jeopardize its safety. PART2-PRODUCTS-NOTUSED PART 3 - EXECUTION - NOT USED END OF SECTION Science & Technology Building - New Ceiling Peninsula College 011000 - 4 Summary Construction Documents @LMNArs;hitects I I I I I I I I I I I I I I I I I I I I SECTION 012300 - ALTERNATES PART 1 - GENERAL 1.1 ALTERNATE REQUIREMENTS A. Definition: Alternate is defined portion of Work which is priced separately to be included in the Work at Owner's option. B. This Section identifies each Alternate by number, and describes the basic changes to be incorporated into the Work, only when that Alternate is made part of the Work by stipulated provisions in the Owner-Contractor Agreement in writing by the Owner. C. Coordination: 1. Include as part of each alternate, devices, appurtenances, accessories and similar items incidental to or necessary for complete installation. 2. Coordinate alternate with adjacent Work and modify or adjust as necessary to ensure full integration. 3. Costs for each alternate shall be submitted on separate Form of Proposal on the Bid Form. 1.2 PROCEDURES A. Alternate Proposals: Include all costs for labor, materials, and equipment necessary for a complete working system, assembly, or component as applicable to Alternate specified, including costs to modify adjacent materials and/or assemblies affected by the Alternate. 1. All indirect costs shall be included in each Alternate Proposal. 2. Indicated whether Alternate is additive or deductive cost to the base bid. 3. Include as part of each Alternate, miscellaneous devices, appurtenances, and similar items incidental to or required for a complete installation, whether or not mentioned as part of the Alternate. 4. Alternates may be selected by the Owner in any order. 5. Execute accepted alternates under the same conditions as other Work of this Contract. B. Notification: Following award, the Contractor shall notify each party involved, in writing, of the status of each alternate. Indicate whether alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. 1.3 ALTERNATE DESCRIPTIONS A. Alternate 1: New Ceiling in Room 116: 1. Base Bid: No work required in this room. 2. Alternate: Provide new ceiling and accompanying modifications as shown on the drawings. I B. Alternate 1: New Ceiling in Room 216: 1. Base Bid: No work required in this room. I II I Science & Technology Building - New Ceiling Peninsula College 012300 - 1 ALTERNATES Construction Documents . @LMNArchitects END OF SECTION I I I I I I I I I I 2. Alternate: Provide new ceiling and accompanying modifications as shown on the drawings. C. Alternate 1: New Ceiling in Room 214: 1. Base Bid: No work required in this room. 2. Alternate: Provide new ceiling and accompanying modifications as shown on the drawings. D. Alternate 1: New Ceiling in Room 219: 1. Base Bid: No work required in this room. 2. Alternate: Provide new ceiling and accompanying modifications as shown on the drawings. PART2-PRODUCTS-NOTUSED PART 3 - EXECUTION - NOT USED I I I I I I I I Science & Technology Building - New Ceiling Peninsula College 012300 - 2 ALTERNATES Construction Documents @LMNArchitects I I I I I I I I SECTION 012500 - PRODUCT SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Administrative procedures for handling requests for substitutions made before and after award of Contract. B. Related Sections: 1. 016000 - Product Requirements: Product options which require a substitution request. 2. Individual Technical Sections: Expressed restrictions related to substitutions. 1.2 PRODUCT SUBSTITUTIONS I I I I I I I I I A. General: If the proposer or Contractor desires approval of some material or product other than that specified, it must submit a written request for approval of the substitute item in accordance with the following requirements: 1. Requests for approval of equals or substitutions must be made in writing and received by the Architect at least ten (10) working days prior to scheduled time for receipt of bids. Requests for substitution will not be considered after Notice to Proceed, except under one or more of the conditions stated in paragraph 1.3, below. 2. All such requests must be made on the Substitution Request Form following this Section. 3. Any approval of the proposed equals or substitutions will be made by Addendum prior to receipt of bids, and by duly executed Change Order after receipt of bids. Proposers shall not rely upon any approval not incorporated into the Contract Documents in this matter. 4. Requests received after this time will not be reviewed or considered. No request for approval will be considered unless submitted in accordance with this Section. 5. Final decision as to whether an item is an equal or satisfactory substitution rests with the Architect. 6. Clearly mark manufacturer's literature to indicate equality in performance and appearance. I I B. Substitution Requests: Every substitution request must state whether the item offered is an equal or equivalent to the specified product. The substitute material or product must be accompanied by its reference in the Contract Documents and complete catalog, technical and other information, as appropriate. In addition to requirements indicated on the Substitution Request Form, comply with following: 1. As required, include samples showing comparison of physical and other pertinent characteristics as required to establish equivalence of acceptability for the proposed application. 2. Where specific test results are required by the Contract Documents, the comparison data for the proposed item shall be based upon the same test methods as those specified, or they shall be correlated to clearly demonstrate comparability. 3. The same guarantee/warranty described for the specified product is required for the substitution. 4. Coordination information, including a list of changes or modifications needed to other parts of the Work that will become necessary to accommodate the proposed substitution. I Science & Technology Building - New Ceiling Peninsula College 012500 - 1 Product Substitution Procedures Construction Documents @LMNArchitects ,--- 1.3 1.4 I 5. Cost information, including net change, if any. 6. Contractor shall accompany any request for substitution with such drawings, specifications, samples, manufacturer's literature, performance data, and other information necessary to describe and evaluate the proposed substitution completely. The burden of proof shall be on the Contractor. 7. As required, provide references of three (3) similar projects where proposed substitute product has been used successfully, on a separate sheet, include names, addresses, date of installation and contact name of Owner of facilities manager. I I I I I I I I I C. Coordination and Redesign: In making request for approval of substitute materials, the Contractor must represent that it has investigated the proposed product and, in its opinion, it is equal or equivalent in all respects to that specified. Also, Contractor will coordinate all trades including changes thereto as may be required, that it waives all claims for additional costs or time extension for Completion which subsequently become apparent as a consequence of the substitution and that it will bear all costs related hereto, including costs of Architect's services for redesign if deemed necessary. 1. If any substitution will affect a correlated function, adjacent construction, or the work of other trades or contractors, the necessary changes and modifications to the affected work shall be considered as an essential part of the proposed substitution, to be accomplished by the Contractor without additional expense to the Owner if and when accepted. D. Substitutions will not be considered if they are indicated or implied on Shop Drawings or other project data submittals, without proper notice. SUBSTITUTIONS AFTER TIMES STATED ABOVE A. Request for Approval: Substitution requests for approval of substitute materials will not be considered after the time period stated above, except if one or more of the following conditions exists. With its request, the Contractor shall indicate which condition it believes applies. 1. Unavailability: A substitution is required because the specified item is not available, due to factors beyond the control of the Contractor or Subcontractor. The request will not be considered if the product or method cannot be provided as a result of failure to pursue the work promptly or coordinate activities properly. 2. Unsuitability: Subsequent information or changes disclose inability of the specified item to perform as intended, and where the Contractor certifies that the proposed substitution will overcome such non-performance. 3. Regulatory Requirements: Final interpretation of Code, regulatory requirements, safety requirements, or insurance requirements necessitate a change due to inability of the specified item to meet those requirements, and the proposed substitution can be approved. 4. Warranty: Manufacturer or fabricator cannot certify or warrant performance of specified item as required, and where the Contractor certifies that the proposed substitution will provide the required warranty. 5. Owner's Benefit: Acceptance of the proposed substitution is clearly in the Owner's best interest because of cost, quality, or other consideration. In requesting a substitution under this clause, the Contractor shall furnish substantiation of any such reason. I I I I I I ARCHITECT'S REVIEW I A. Architect will review requests for proposed substitutions on Substitution Request Form with reasonable promptness. I Science & Technology Building - New Ceiling Peninsula College 012500 - 2 Product Substitution Procedures Construction Documents @LMNArchitects I I I I I I I I I I I I I I I I I I I :1 I B. Considerations for acceptance will be based on conformance with Contract Documents, including following as applicable: 1. Physical dimension and clearance requirements to satisfy space limitations. 2. Static and dynamic weight limitations; structural properties. 3. Audible noise levels. 4. Vibration generation. 5. Interchangeability of parts or components. 6. Accessibility for maintenance to allow possible removal or replacement. 7. Design aesthetics. 8. Colors, textures, and finishes. 9. Compatibility with other materials, products, assemblies, and components. C. Architect's decision to accept or reject requested substitution will be final. END OF SECTION Science & Technology Building - New Ceiling Peninsula College 012500 - 3 Product Substitution Procedures Construction Documents @LMNArchitects I I Substitution Request Form = Forward To: Rich Johnson LMN Architects 801 Second Avenue, Suite 501 Seattle, Washington 98104 Phone: 206.682.3460 Fax: 206.343.9388 Project: Science & Technology Building - New Ceiling Peninsula College Port Angeles W A Name Address City/State I I The undersigned request for consideration, the following product instead of the specified item for above Project: I SECTION PARAGRAPH SPECIFIED ITEM I Proposed Substitution: I Reason for Substitution: I REQUIREMENTS FOR REQUEST TO BE CONSIDERED - To support the substitution, provide product data, dimensional data, photographs, samples, performance and test data, and project references as necessary to evaluate the substitution request. In addition, a side-by-side matrix must be included of the specified criteria comparing it to the proposed substitution. I CERTIFICATION OF EQUAL PERFORMANCE AND ASSUMPTION OF LIABILITY I The undersigned certifies that the following paragraphs, unless modified by attachments, are correct: 1. The function, appearance and quality of the proposed substitution are equivalent or superior to the specified item. 2. The proposed substitution does not affect dimensions shown on Drawings. 3. The undersigned will pay for changes to the building design, including engineering design, detailing and construction costs caused by the requested substitution. 4. The proposed substitution will have no adverse affect to: other trades, cost to Owner, the construction schedule or specified warranty requirements, and is acceptable to the jurisdiction having authority. For LEED projects, substitution meets criteria to achieve Credit Point(s) as indicated. 5. Maintenance and service parts will be locally available for the proposed substitution. 6. This submittal includes all necessary substantiating data to provide equal quality, performance, and appearance to that specified, including references for three projects where substitution has been successfully installed per Section 01630. I I I Submitted by Contractor: Action by the AlE: I Signature o ACCEPTED 0 ACCEPTED AS NOTED Name o NOT ACCEPTED 0 RECEIVED TOO LATE I Firm By I Address Date I City, State, Zip Remarks: Date I Phone, Fax I Substitution Reauest Form @LMNArchitects I I I I I SECTION 012600 - CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY I I I I I A. Work Includes: Administrative and procedural requirements for handling and processing Contract modifications and changes in the Project. The requirements of this Section are in addition to those stated in the "General Conditions". In general, this Section includes the following: 1. Architect's Supplemental Instructions. 2. Proposal Request. 3. Change Order Request. 4. Change Order. 5. Construction Change directive. I I I I I I I B. Related Sections: 1. 012900 - Payment Procedures. 2. 013300 - Submittal Procedures. 3. 016000 - Product Requirements. 4. 016300 - Product Substftution Procedures. 5. 017700 - Closeout Procedures. 1.2 SUBMITTALS A. General: 1. Submit names of individuals authorized to receive Contract modification documents. 2. Submit names of individuals responsible for informing Contractor's employees and affected subcontractors of Contract clarifications and modifications. 1.3 CHANGE PROCEDURES A. General: Change procedures are written instructions issued after execution of Contract Agreement. B. Minor Changes in the Work: 1. Form: Architect's Supplemental Instructions, attached. 2. Description: Written instructions, clarifications, or interpretations of Contract Documents not involving adjustment to Contract Sum or Contract Time. Instructions or interpretations are binding on Owner and Contractor. 3. Procedure: Document is prepared and signed by Architect and distributed to Owner and Contractor. Architect's Supplemental Instructions are effective upon receipt. C. Proposal Request: 1. Form: Change Proposal Form, attached I Science & Technology Building - New Ceiling Peninsula College 012600 - 1 Contract Modification Procedures Construction Documents @LMNArchitects I 2. Description: Written proposed change of Work within Contract scope consisting of additions, deletions, and other revisions. Proposal Request is for information only and does not authorize changes in Contract Sum or Contract Time. Contractor evaluates proposal for pricing and scheduling impact. 3. Procedure: a. Document is prepared and signed by Architect. Copies are sent to Owner and Contractor. b. Contractor shall review Proposal Request and submit Change Order Request and Proposal Worksheet Detail and Summary Forms with proposed changes in Contract Sum and Contract Time. c. Prepare and submit Change Order Request and Proposal Worksheet Detail and Summary Forms Architect within 20 days of Proposal Request receipt. Proposed Contract Sum and Contract Time changes quoted by Contractor shall remain valid for 30 days from receipt by Architect. I I I I I I I I D. Change Order Request (COR): 1. Attached Forms: a. Change Order Request: Describes and summarizes Contractor's proposed changes. Indicates changes in Contract Sum and Contract Time. b. Proposal Worksheet Summary: Summarizes labor, materials, overhead and profit, bonds, insurance, and tax of proposed Contract additions and deductions. c. Proposal Worksheet Detail: Summarizes labor and material costs of each subcontractor involved in proposed change. 2. Description: Written proposed change of Work consisting of additions, deletions, and other revisions. Submit Change Order Request to Architect for conditions which require Contract Document modifications. Include proposed changes in Contract Sum and Contract Time. 3. Procedure: a. Proposed changes are documented by Contractor on Change Order Request, Proposal Worksheet Summary, and Proposal Worksheet Detail forms. Documents include description of proposed changes and summary of changes in Contract Sum and Contract Time are prepared and signed by Contractor. Send copies to Owner and Architect. b. Comply with requirements of Section 016300 - Product Substitution Procedures for proposed changes in Work which include products or systems not contained in Contract Documents. c. Architect and Owner will review Change Order Request and evaluate proposed changes. Architect and Owner may accept or reject Change Order Request. Upon acceptance Architect will prepare Change Order to document Contract change. I I I I I I I E. Change Order: 1. Form: Change Order, AlA Document G701, 1997 Edition. 2. Description: Written change of Work within Contract scope consisting of additions, deletions, and other revisions, including proposed basis for adjustment to Contract Sum and Contract Time. Change Orders are signed by Owner, Contractor, and Architect. Owner's signature authorizes change. 3. Procedure: Document is prepared and signed by Architect; sent to Contractor for acceptance and signature; approved and signed by Owner; distributed to Architect and Contractor. Contractor shall perform changes upon receipt. I I I F. . Construction Change Directive: Science & Technology Building - New Ceiling Peninsula College 012600 - 2 Contract Modification Procedures Construction Documents @LMNArchitects I ~--- I I I I I 1. Form: Construction Change Directive, AlA Document G714, Latest Edition. 2. Description: Written change of Work within Contract scope consisting of additions, deletions, and other revisions, including a proposed basis for adjustment to Contract Sum and Contract Time. Document is used in absence of agreement on terms of Change Orders. 3. Procedure: a. Document is prepared and signed by Architect and Owner. Contractor shall perform changes upon receipt. b. Adjustments to Contract Sum should be one of following: 1) Lump sum. 2) Unit price. 3) Mutually accepted method. 4) As provided in AlA Document A201 Subparagraph 7.3.6; maintain detailed records on time and material basis of Construction Change Directive Work. c. Architect will determine proposed method, time, and amount of Contract adjustment based on reasonable expenditures, and allowance for overhead, profit, and time. d. Contractor's signing of Construction Change Directive acknowledges agreement with proposed method for adjusting Contract Sum and Contract Time and is recorded as Change Order. e. Contractor disagreement or no response to proposed method for adjusting Contract Sum or Contract Time does not relieve Contractor from responsibility to perform Work. f. Payment for Construction Change Directives will be made in accordance with AlA Document A201 Subparagraph 9.3. I I I I I I PART2-PRODUCTS-NOTUSED PART 3 - EXECUTION - NOT USED END OF SECTION I I I I I I I I Science & Technology Building - New Ceiling Peninsula College 012600 - 3 Contract Modification Procedures Construction Documents @LMNArchitects ,------ I I I I Architect's Supplemental Instructions I [Project Name] Suppl. Instr. Date No. I To Contractor: (Name) Owner: Phone: I I I From Architect: LMN Architects 801 Second Avenue, Suite 501 Seattle, WA 98104 o Architectural 0 Civil o Structural o Mechanical 0 Electrical o Other I These instructions are issued for the purpose of clarifying the Contract Documents based on an interpretation reasonably inferable from the Contract Documents, and therefore has no effect on the Contract Sum and/or Contract Time. I Commencement of the Work described in these instructions indicates Contractor's acceptance with no change in the Contract Sum and/or Contract Time. Contractor must submit written notification to the Owner within twenty-one (21) calendar days of receipt of these instructions if the clarification causes any change to the Contract Sum and/or Contract Time. I Description: I I I I I I I I o Attachments (List attached documents that support description.) Issued By: Architect's Representative Date Architect's Supplementary Instructions Form @LMNArchitects I I I I I I I I I I I '- (j) ~ .D o E . . t5 :J Qj ~ Z L.: ..0....... .......0 E6 ~LL :JU "Ot5 Z~ '-co O::EQjo....= o 2-ro!:!; 6 ULL 0 <l..U I I I :::J <C lI) o 0.. o 0:: 0.. l- ll) W ~ o w 0:: 0:: w Cl 0:: o w C) z t5 <C -*- :1:,- 0 w U 0..._ I- 0:: I I I I I (j) :S E en c o ~ u ~ -0 o E -0 (j) en o 0. o '- 0. 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(/) Q) ..0 Z E ~ ... ::J 0 L.:Z n:: .0 Q)~ <( ra I ..0 Q) ~ ....I E Q) ::J..c ~ z(/) 0 0:: 'cu Qj Z (/) (/) OaimO w w I l) l) 0000 (/) n:: n:: n; a. a. .~ !:: !:: Q) - Z Z ra "<t I :J :J ~ Q) OJ ro CL >. I ~ - l: ra ::J ai 0 I Q) ..c ~ (/) ~ ro 0 E S E I ::J C (/) 0 ai .... Q) Q) ..0 ..c E (/) I ::J ~ C .... ....I 0 l: en c S <i: 0 E 0 ~ :;:; - c W c.. .... c.. 0 I c .~ Q) .~ 0 0 c .... en (.) (.) Q) ~ .... (/) w (/) ..0 W Q) Q) Q) E w CL 0 CiJ 0 ::J J: t5 E (5 E c E I (/) " CiJ Q) ~ Q) en .... ~ Q)~ ~ I ~ E 0 E ~ ..0 LL n:: ::J 0 L.:~S2 (/) <U 3: ..Q)....Cv (/) en 0 0 I ....I Q)..o 0..0 (/) Z Z c.. <( EEt5E 0 0 CiJ ::J CiJ ::J Z ....: ..... (/) zz~z 0 Q) i= CL 0 ~_c E n:: l) Q) a. U U 0 Q) :J OJ 0 Q) Q) U C 0 0 C I .~ '~..o 0 ro n:: 22::J..c 0 w ..c a. CLCL(/)CL <( 0 0 I I, I I I I I I SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 GENERAL COORDINATION PROVISIONS , I I I I I I I I I I I I A. Carefully study and compare Contract Documents before proceeding with fabrication and installation of Work. Promptly advise Architect of any error, inconsistency, omission, or apparent discrepancy discovered. B. Allot time in construction scheduling for liaison with Architect; establish procedures for handling queries and clarifications. Use "Request for Interpretation" form for requesting information. Copy of form is included in Section 006000 - Forms. Remove form for making additional copies or request an original copy from Architect. 1. Architect's response to such requests will be made in writing within any time limits agreed upon with the Owner and Contractor or otherwise with reasonable promptness. 2. If no agreement is made concerning the time within which interpretations required of the Architect shall be furnished, then delay shall not be recognized on account of failure by the architect to furnish such interpretations until 15 days after written request is made for them. If Architect is able to respond to a request for interpretation by making specific reference to Drawing sheet or Specification Section, Contractor shall reimburse Owner for charges of Architect and Architect's Consultants for performing review services for the Contractor. 3. C. In addition to other specified meetings, hold coordination meetings and preconstruction conferences with personnel and subcontractors to ensure coordination of Work. D. Coordinate scheduling, submittals, and Work of various Specification sections to avoid conflicts and ensure efficient and orderly sequence of installation of interdependent construction elements. E. Coordinate Work of various Specification sections having interdependent responsibilities for installation, connection, and operation. F. Where Bidder-Design systems and building elements are indicated, incorporate documentation of bidder's design into the submittal process and provide all substantiating documentation in a timely manner, including, but not limited to shop drawings and informational submittals as required by the individual techn{cal sections. G. Verify that characteristics of operating equipment are compatible with building utilities and services. H. Except as otherwise indicated, conceal pipes, ducts, conduit, and wiring in construction. Coordinate locations of fixtures and outlets with finish elements. I. Make provision to accommodate items scheduled for later installation. J. Coordinate and utilize Project Record Documents as itemized in Section 017800 - Closeout Submittals. Science & Technology Building - New Ceiling Peninsula College 013100 - 1 Project Management and Coordination Construction Documents @LMNArchitects 1.2 COORDINATION DRAWINGS AND LAYOUTS A. General: Prepare coordination drawing? where indicated in the individual specification sections. Include following as applicable to fully incorporate requirements of each fabricator, and installation contractor. 1. Coordination drawings are not shop drawings and are not to be submitted to Architect for approval. 2. Coordination drawings show relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in space provided or to function as intended. 3. Except as otherwise specified, prepare composite coordination drawings to scale of 1/4"=1' -0" or larger; detailing major elements, components, and systems between trade contractors and materials in relationship with each other, installations, and building components. Include dimensions. 4. Provide coordination drawings utilizing different colors to illustrate work of separate trades. 5. Indicate locations where space is limited for installation and access and where sequencing and coordination of installations are of importance to efficient flow of Work affecting one or more trades. 6. Indicate scheduling, sequencing, movement, and positioning of large equipment into building during construction. 7. Prepare floor plans, elevations, and details to indicate penetrations in beams, floors, walls, and ceilings, etc., and their relationship to other penetrations and installations. 8. Show interrelationship of components to be shown on separate Shop Drawings. 9. Indicate required installation sequences. 10. Coordinate locations of drilled inserts and anchors to avoid structural reinforcements, prestressed steel tendons. etc., and maintain clearances as required by the Structural Drawings. B. Ceiling Coordination Drawings: 1. General Requirements: Contractor and Subcontractors shall prepare and submit coordinated ceiling shop drawings. Prepare shop drawings at a scale not less than 1/4" = 1'-0." Clearly show how the work is to be 'installed or constructed in relation to the work of other Subcontractors. a. Contractor shall layout the reflected ceiling plans, indicating ceiling heights, and locations of bracing, beams, soffit elevations, slab openings, and other items required for coordination. b. H.V.A.C. Subcontractor shall prepare overlay drawings indicating location, size, and elevation of ductwork, grilles, registers, equipment, and access doors in ceilings. c. Plumbing Subcontractor shall prepare overlay drawings indicating location and elevation of piping, valves, cleanouts, seismic bracing locations, access doors, and fixtures. d. Fire Protection System Subcontractor shall prepare overlay drawings showing the layout of the complete sprinkler system including hangers, seismic bracing locations, pipe runs including branch lines and risers. Indicate on a separate overlay plan the location of sprinkler heads. e. Electrical Subcontractor shall prepare overlay drawings showing the layout of fixtures, large conduit runs, clearances, pull boxes, junction boxes, sound system speakers, cable tray, electrical equipment, and panels. Science & Technology Building - New Ceiling Peninsula College 013100 - 2 Project Management and Coordination Construction Documents @LMNArchitects . I I I I I I I I I I I I I I I I I I I I I. I I I I I I I I I I I I I I I C. D. E. F. G. H. 2. Contractor's Responsibility: Contractor shall hold meetings with the Subcontractors to resolve any apparent conflicts on the shop drawings. Right-of-Way Priority: a. Light fixtures shall have right-of-way over piping, conduit and ducts. b. Lines which pitch shall have the right-of-way over conduit and EMT raceways. c. Lines whose elevations cannot be changed shall have the right of way over conduit and EMT raceways whose elevations can be changed. d. Offsets and changes in direction of pipes, ducts and raceways shall be made as required to maintain proper headroom and clearances whether or not indicated on the drawings. Provide all traps, vents, fittings, junction boxes, connectors, etc., as required to accomplish these offsets and change in direction. Upon resolution of the conflicts, and when the shop drawings have been coordinated to the satisfaction of Subcontractors and Contractor, each Subcontractor and Contractor shall sign and date a certification indicating that all related conditions have been checked with all trades. a. Where no apparent conflict exists, the requirements of the contract documents have been complied with; and all elements of a complete installation are included. b. Maintain and submit the coordinated shop drawings prior to commencement of Work of above-mentioned Subcontractors. as required below. 3. 4. Coordinate in field with affected trades for proper relationship to Work based on Project conditions. Notify Architect of conflicts and other coordination issues requiring resolution prior to commencing construction in each affected area. Submit Contractor's certification to Architect that coordination documents have been completed and coordination issues have been identified and resolved prior to commencing construction in each affected area. Make coordination documents available in field office for review by Architect and Owner during entire period of construction. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings and pre-installation conferences. 5. Project Close-out activities. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. Prepare similar memoranda for the Owner's Representative and separate contractors where coordination of their Work is required. 1.3 SUBMITTALS: I I A. Coordination Drawings: Submit coordination drawings as specified. I Science & Technology Building - New Ceiling Peninsula College 013100 - 3 Project Management and Coordination Construction Documents @LMNArchitects 1.4 1.5 I B. I Staff Names: Submit a list of the Contractor's principal staff assignments within 14 calendar days of the execution of the Construction Agreement. Identify individuals and their duties and responsibilities; list their addresses and telephone numbers. List shall include the following: 1. Project Superintendents; 2. Project Managers; 3. Scheduler (person responsible for Construction Schedules and Schedule of Values); 4. Person(s) authorized to direct and approve changes in the Work; 5. Contractor's Surveyor; 6. Contractor's site Structural Engineer's; 7. Person(s) responsible for shop drawing and product data review. I I I COORDINATION OF SPACE I I A. Coordinate use of Project space and sequence of installation of plumbing, fire protection, mechanical and electrical Work and as required by Ceiling Coordination Drawings, above. Follow routings shown for pipes, ducts, and conduits as closely as practicable, with due allowance for available physical space; make runs parallel with building lines. Utilize space efficiency to maximize accessibility for other installations, for maintenance, and for repairs. I B. Layout of plumbing, fire protection, mechanical, and electrical systems, equipment, fixtures, piping, ductwork, conduit, specialty items, and accessories indicated on Drawings is diagrammatic. Variations in alignment, elevation, and details required to avoid interference and satisfy architectural and structural limitations are not necessarily shown. I C. Prior to installation of material and equipment, review and coordinate Work with Architectural and Structural Drawings to establish exact space conditions. Where available space is inadequate or where reasonable modifications are not possible, request information from Architect before proceeding. I I D. Coordinate installation to prevent conflicts and cooperate in making, without extra charge, reasonable modifications in layout as needed. E. I I I Provide clear access to control points, valves, strainers, control devices, and specialty items of every nature related to such systems and equipment to obtain maximum head room. Provide adequate clearances as necessary for operation and maintenance. COORDINATION OF CONTRACT CLOSEOUT A. Coordinate completion and clean up of Work in preparation for Substantial Completion. B. To minimize disruption of Owner's activities after occupancy of premises, coordinate access to site by various trades for correction of defective Work and for correction of Work not in accordance with Contract Documents. I I 1.6 GENERAL MEETING REQUIREMENTS A. Schedule meetings and conferences throughout progress of Work; each session scheduled, administered, and presided by entity indicated. Requirements for meetings and conferences include: 1. Prepare agenda for each conference and meeting. 2. Distribute written notice to participants 7 days in advance of scheduled date. I I Science & Technology Building - New Ceiling Peninsula College 013100 - 4 Project Management and Coordination Construction Documents @LMNArchitects I I I I 3. Make physical arrangements. 4. Record minutes and attendees; include significant proceedings and decisions. 5. Reproduce and distribute copies of minutes within 5 days after each meeting. 6. Distribute one copy of minutes to each participant and to entities affected by decisions made at meeting. 7. Distribute one copy of minutes to Architect and Owner. 8. Maintain in field office one copy of agenda and minutes for each conference and meeting. . I I B. Representatives attending meetings shall be qualified and authorized to act on behalf of entity each represents. I I C. Architect and professional consultants may attend meetings to ascertain that Work is consistent with Contract Documents. D. Owner may be present at meetings and may propose agenda items. 1.7 PRECONSTRUCTION CONFERENCES I I I A. Schedule preconstruction conferences no later than 7 days prior to commencement of Work. Convene at Project site. Provide a preconstruction conference for each building systems and assembly indicated in the individual technical sections, and where ever multiple trades are involved in sequencing the Work. I I I I I I B. Attendees: 1. Architect and professional consultants; Contractor presides over meeting and is responsible for minutes. 2. Owner. 3. Major subcontractors. 4. Others as appropriate. I '1 I C. Minimum Agenda: 1. Administrative and procedural issues: a. Designation of key personnel. b. Review and clarify responsibilities of parties to contract. c. Communications procedures. d. Review of proposed subcontractors, materials, equipment, and products. e. Application for payment procedures; schedule of values, proposal requests, change orders. f. Critical work sequencing; long lead time items and scheduling of full size mock- ups. g. Submittal and construction progress schedules. h. Submittal requirements; complete, correct, and timely submittals; scheduled dates. i. Procedures for submitting product data, shop drawings, samples, and other submittals. j. Product options and substitutions procedures to extent indicated in other Sections. k. Procedures for requests for interpretations (RFI), minor changes, field decisions, construction change directives, proposal requests, change orders, and filing claims. I. Procedures for testing and inspection, including timely notification, including review of preliminary testing at time of meeting. Science & Technology Building - New Ceiling Peninsula College 013100 - 5 Project Management and Coordination Construction Documents @LMNArchitects I 1.8 PROGRESS MEETINGS I I I I m. Responsibilities and limitations of authority of testing laboratories; distribution of reports. n. Procedures for maintaining Project Record Documents. o. Schedule for progress meetings. 2. Site mobilization and utilization: a. Use of premises; office and storage areas, including Owner's requirements. b. Temporary utilities and services. 3. Renovation project requirements. a. [Insert List of Project-Specific Agenda IterrHfHere] A. Schedule weekly meetings as necessary by progress of Work; day, location, and time to be determined. Convene at Project site. I I B. Attendees: 1. Contractor; presides over meeting and is responsible for minutes. 2. Subcontractors as appropriate. 3. Owner, Architect, and professional consultants may attend as appropriate. 4. Others as appropriate to agenda. C. Minimum Agenda: 1. Approval of minutes of previous meeting. 2. Work progress since previous meeting: a. Current activities. b. Critical activities. c. Deviations from schedule. Field observations, problems, conflicts, and decisions. I I I 3. 4. I Deficiencies: a. Identification of items. b. Status of correction. Requests for Interpretations (RFls): a. Status of clarification. b. Status of proposal requests. Changes and modifications: a. Status of change orders. b. Pending changes. c. Pending claims and disputes. d. Clarification decisions of Architect or Owner. 7. Problems and conflicts which impede planned progress. 8. Construction Progress and Submittal Schedules: a. Off-site fabrication and delivery schedules. b. Effect of proposed changes on construction progress schedule and coordination. c. Submittal schedules, status of submittals, and effect on construction progress schedule. d. Corrective measures to regain projected schedule. 5. I I I 6. Science & Technology Building - New Ceiling Peninsula College 013100 - 6 Project Management and Coordination Construction Documents @LMNArchitects I I I I 9. Planned progress during succeeding Work period. 10. Adequacy of work forces. I I 'I I I I I I I I I 1.9 I I I I I I I I 11. Coordination between elements of Work. 12. Maintenance of Project Record Documents. 13. Other business relating to progress of Work. D. Meeting Minutes: 1. Include column to indicate who is required to take action and date action is to be completed. Each of these items requiring action will be carried in subsequent minutes of meeting as "old business" until noted as "resolved." 2. As minimum, separate into following categories: a. Old business. b. New business. c. Work progress. d. Deficiencies. e. RFls. f. Proposed changes. g. Schedules. h. Submittals. i. Other business, including events to be accomplished by next meeting. PREINSTALLATION CONFERENCES A. Schedule preinstallation conferences required in individual Specification sections. Convene at Project site prior to commencing Work of the section. B. Attendees: 1. Project superintendent; presides over meeting and is responsible for minutes. 2. Subcontractor (installer, applicator, or erector). 3. Material or equipment supplier. 4. Manufacturers' representative. 5. Others directly affecting, or affected by the work. 6. Testing agency (if necessary). 7. Subcontractors as appropriate. 8. Owner, Architect, and professional consultants may attend as appropriate. 9. Others as appropriate to agenda. C. Minimum Agenda: 1. Access to work and conditions of proper installation. 2. Conditions of installation, such as substrates, existing and surrounding conditions, and environmental conditions. 3. Conditions detrimental to installation. 4. Preparation procedures, including protection of adjacent work. 5. Verify installers' receipt and understanding of installation instructions. 6. Review submittals, installation procedures, and sequence. 7. Review coordination with other work. 8. Evaluate delivery schedule and Construction Progress Schedule. Science & Technology Building - New Ceiling Peninsula College 013100 - 7 I Project Management and Coordination Construction Documents _ @LMNArchitects Minimum Agenda: 1. Start-up of facilities and systems. 2. Testing, adjusting, and balancing. 3. System demonstration and observation. 4. Operation and maintenance instructions for the owner's personnel. 5. Contractor's inspection of work. 6. Contractor's preparation of an initial "punch list." 7. Procedure to request Architect inspection to determine date of substantial completion. 8. Completion time for correcting deficiencies. 9. Inspections by authorities having jurisdiction. 10. Certificate of occupancy and transfer of insurance responsibilities. 11. Partial release of retainage. 12. Preparation for final inspection. 13. Closeout submittals: a. Project Record Documents. b. Operating and maintenance documents. c. Operating and maintenance materials. d. Warranties and bonds. e. Affidavits. 14. Final application for payment. 15. Final cleaning. 16. Contractor's demobilization of site. 17. Maintenance. 9. Observe sample installation. 10. Required protection procedures. 11. Observe actual installation areas. 1.10 CLOSEOUT CONFERENCE A. Schedule Project Closeout conference prior to requesting Substantial Completion. B. Attendees: 1. Contractor; presides over meeting and is responsible for minutes. 2. Major subcontractors. 3. Owner, Architect, and professional consultants may attend as appropriate. 4. Others as appropriate to agenda. C. PART2-PRODUCTS-NOTUSED PART 3 - EXECUTION - NOT USED END OF SECTION Science & Technology Building - New Ceiling Peninsula College 013100 - 8 I I I I I I I I I I I I I I I I I I Project Management and Coordination Construction Documents @LMNArchitects _ I I I I I I I I I I -:;; I en ::I I:T en c:r: I I I I I en en c:: 0 0.. en OJ c:r: I I I I Request for Interpretation I Date I Peninsula College Science & Technology Building - New Ceiling To Architect: From Contractor: LMN Architects 801 Second Avenue, Suite 501 Seattle, WA 98104 Attn: (Name) Phone: From: o Architectural 0 Civil o Structural Request / Recommended Solution: o Attachments Date Required For Response: Architect's Response: o Attachments Response By: Owner: I RFt Number Document Reference: I (Drawing Sheet, Detail No. / Spec. Section) o Mechanical 0 Electrical 0 Other Initiated By: Firm: (Name) (Firm) Date: NOTE: This is not an authorization to proceed with work involving additional cost and/or time. Notification must be given in accordance with the Contract Documents if any response causes any change to the Contract Sum and/or Contract lime. Copies: 0 Owner 0 Consultants 0 RFI Form - Pagel o o o File @LMNArchitects 2006 I I I I SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 CONSTRUCTION PROGRESS SCHEDULE I I I I I I I A. Submit initial preliminary schedule within 7 days after issuance of the Notice to Proceed for coordination with Owner's requirements. After return of reviewed submittal, submit detailed schedule modified to accommodate revisions recommended by Owner and Architect as required by the Conditions of the Contract. B. Prepare detailed CPM schedule indicating working schedule used to plan, organize, and execute the work, record and report actual performance and progress through updates, and show how the Contractor plans to complete all remaining work. The Construction Progress Schedule and subsequent monthly updates shall include an activity-oriented precedence network diagram. C. The Construction Progress Schedule shall be constructed to show the order in which the Contractor proposes to carry out the work and to indicate the availability and use of manpower, materials, and equipment, including all activities of subcontractors, equipment vendors, and suppliers. The Contractor shall prepare the schedule in sufficient detail and in consideration of the following factors: D. Content: 1. Show complete sequence of construction by activity, with dates for beginning and completion of each major element of construction, including individual work elements projected into each proceeding week showing work accomplished between progress meetings. 2. Identify Work of separate stages or phases, separate floors, or other logically grouped activities. I I I I I I 3. Show accumulated percentage of completion of each item, and total percentage of Work completed as of first day of each month. 4. Provide sub-schedules to define critical portions of entire schedule. E. Submittal Schedule: 1. Provide separate sub-schedule to construction progress schedule indicating submittal dates for shop drawings, product data, samples and other similar products identified under allowances. 2. Indicate dates reviewed submittals will be required from Architect taking into consideration the quantity of days specified for Architect's review. 3. Allow sufficient time in schedule for resubmittal of disapproved submittals without causing construction delay. 4. Indicate decision dates for selection of finishes and colors. 5. Provide three (3) week look-ahead schedule in bar chart format. F. Progress Revisions: 1. Identify activities modified since previous submittal, major changes in scope, changes in dates, and other identifiable changes. I I Science & Technology Building - New Ceiling Peninsula College 013200 - 1 Construction Progress Documentation Construction Documents _@LMNArchitects I 2. 3. Provide narrative report as necessary to define problem areas, anticipated delays, and impact on schedule. Report corrective action taken, or proposed, and its effect. I G. I I Progress Submittals: Comply with the Conditions of the Contract. H. Distribute copies of reviewed schedule to project site file, subcontractors, suppliers, and other concerned parties. I. Architect will review construction progress schedules and submittal schedules, and return within 10 working days of receipt. I 1.2 PROPOSED PRODUCTS LIST A. I I I General: 1. Submit at least 15 days prior to submitting first Application for Payment. 2. Submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. C. Architect will reply in writing within 15 days stating whether there is reasonable objection to listed items. Failure to object to a listed item shall not constitute waiver of requirements of Contract Documents. I 1.3 PROPOSED SUBCONTRACTORS AND MANUFACTURERS A. General: Comply with requirements of the Conditions of the Contract. After Notice to Proceed, submit in writing, a complete listing of all subcontractors and manufacturers proposed for Project. Follow specification table of contents for subcontractor and manufacturer listing. I I I I I B. Architect will respond in writing within 14 working days stating whether or not Owner or Architect have reasonable objection to any proposed subcontractor or manufacturer. Failure to reply constitutes notice of no reasonable objection; however, failure to reply does not alter Contract Document requirements. PART 2 - PRODUCTS- NOT USED PART 3 - EXECUTION- NOT USED END OF SECTION I I I Construction Progress Documentation Construction Documents @LMNArchitects I Science & Technology Building - New Ceiling Peninsula College 013200 - 2 I i I I. I I SECTION 013300 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY II I I A. Section Includes: Administrative and procedural requirements for submittals required for performance of the Work, including the following: 1. Submittal Schedule. 2. Product data, shop drawings, samples and supporting data as requested in the technical sections. I B. Related Sections: 1. 013100 - Project Management and Coordination: a. Coordination drawings and layouts. 2. 013200 - Construction Progress Documentation: a. Submittal Schedule and Proposed Products List. 3. 017800 - Closeout Submittals: a. Electronic Media Release Form b. Submittals required at final acceptance. I I II I I I I I I 1.2 SUBMITTAL PROCEDURES A. Schedule submittals to expedite Project in accordance with approved Construction Progress Schedules and in such sequence as to cause no delay in the Work or in the activities of Owner or of separate contractors. Clearly identify lead times and routing for "Deferred Submittals". B. Deliver submittals to Architect's office. Submittals accepted only from Contractor. C. Submit product data, shop drawings, samples, calculations, certificates, manufacturer's instructions, and other items requested within each specification section. D. Transmit each submittal using form attached to this Section. Number submittals using Specification section number and unique numeric reference number. Number resubmittals with a lower case letter in alphabetic sequence for subsequent submittals. 1. For example, Submittal "074113-02": Specification Section - 074113; Reference Number -02. Resubmittal "074113-02b": second resubmittal for this item. E. Marking Data Sheets: Identify each data sheet by Project, Contractor, subcontractor or supplier, pertinent Drawing sheets and detail numbers, and Specification section number, including respective referenced paragraph(s), item name(s) (or TECHNOMS) as applicable, and system type or assembly as appropriate. F. Example of submittal review stamp is appended to end of this section for information. G. Apply Contractor's stamp, sign or initial and date certifying that review, verification of products, field dimensions, adjacent construction Work, and coordination of information, is in accordance with requirements of Work and Contract Documents. I I H. Submittals will be returned without processing if they have not been reviewed and stamped by Contractor for coordination of work and conformance with the Drawings and Specifications prior Science & Technology Building - New Ceiling Peninsula College 013300 - 1 Submittal Procedures Construction Documents @LMNArchitects to submission to Architect, if they are not initialed or signed by authorized person, if they are not dated, or if it becomes evident that they have not been properly reviewed. Resultant delays are not the responsibility of Architect. I. Maintain in field office a copy of submittal schedule, the log of submittals indicating current status of each item, including a complete set of approved submittals for use by Architect and Owner. Approved submittals may be incorporated into Project Record Document files to be submitted to Owner at Project Closeouts, if maintained in an archival condition. 1.3 SUBMITTAL SCHEDULE 1.4 A. B. 1.5 A. B. C. A. General: Submit the Submittal Schedule prior to first Application for Payment. 1. Coordination: Coordinate each submittal with fabrication, purchasing, testing, required visual and performance mock-ups, delivery, other submittals and related activities that require sequential activity; coordinate with construction activities as delineated in the Contractor's Construction Schedule. 2. Preparation: Prepare the schedule in chronological order. Provide the following information in the Submittal Schedule: a. Schedule date for the first submittal. b. Related Section number. c. Submittal category (shop drawing, product data, or samples). d. Name of Subcontractor. e. Description of the part of the Work covered. f. Scheduled date for resubmittal. g. Scheduled date for the Consultant's final release or approval. B. Distribution: Print and distribute copies according to distribution at end of Section. Post copies in the Project meeting room and field office. 1. When revisions are made, distribute to the same parties and post in the same locations. 2. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities. C. Scheduling Up-Dating: Revise the schedule after each meeting or activity where revisions have been recognized or made. Issue the up-dated schedule concurrently with the report of each meeting. PRODUCT DATA Submit quantity of copies required by Contractor, plus 2 copies to be retained by Architect. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to Project. Delete inapplicable data. SHOP DRAWINGS Submit one reproducible and 2 copies. Only reproducible will be returned to Contractor. Bind in complete sets. Transmit reproducible transparencies in roll form to eliminate folding. Folding of prints is acceptable. Present in clear and thorough manner. Title each drawing with Project name and number; identify each element of drawings by reference to sheet number and detail, schedule, or room number of Contract Documents. Science & Technology Building - New Ceiling Peninsula College 013300 - 2 Submittal Procedures Construction Documents @LMNArchitects I I I I I I I I I I I I I I I I I I I - I I I I I I I I G. H. 1.6 A. B. C. D. E. I I I I 1.7 I I I I I I I D. Check and coordinate shop drawings of any section or trade with requirements of other sections or trades and as necessary for proper coordination and complete installation of Work. E. Do not use Contract Drawings for shop drawings. Provide original shop drawings with changes from Contract Drawings clearly indicated. F. Show layout, details, materials, dimensions, thicknesses, methods of assembly, attachments, relation to adjoining Work, wiring diagrams, rough-in requirements, and other pertinent data and information. Verify dimensions and field conditions. Clearly indicate field dimensions and field conditions. Submit detail drawings of special accessory components not included in manufacturer's product data. SAMPLES Submit quantity required by Contractor, plus 1 set, except where indicated otherwise in Specification sections, to be retained by Architect. Include identification on each sample with full Project information. Submit samples to illustrate functional and aesthetic characteristics of product, including integral parts and attachment devices. Coordinate sample submittals for interfacing Work. Except where specified otherwise, submit samples from full range of manufacturer's standard colors illustrating textures, patterns, and finishes for Architect selection. Where custom colors are specified, submit samples illustrating colors, textures, patterns, and finishes for Architect's review. Architect will advise colors required or furnish samples for color matching. INFORMATIONAL SUBMITTALS A. Informational submittals upon which Architect is not expected to take responsive action may be so identified in Contract Documents. When professional certification of performance criteria of materials, systems, or equipment is required by Contract Documents, Architect shall be entitled to rely upon accuracy and completeness of such certifications. B. Types of Informational Submittals: 1. Design data: Submit with shop drawings. 2. Test reports: Submit within two weeks of testing. 3. Certifications: a. Submit certifications when specified in individual Specification sections. b. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. c. Certifications may be recent or previous test results on material or product, but must be acceptable to Architect. d. Submit welder certifications with shop drawings. e. Submit manufacturer or fabricator certifications with product data. 1. Submit copy of Contractor-obtained 'Hot-Work' permits. g. Submit certificates of compliance within two weeks following approval or acceptance by authority having jurisdiction. I Science & Technology Building - New Ceiling Peninsula College 013300 - 3 Submittal Procedures Construction Documents @LMNArchitects _ 1.8 1.9 I Submit installation certifications within two weeks following completion of product installation. 4. Engineering Certifications: a. Submit certified statement, signed and sealed by professional structural engineer responsible for design attesting to the following: 1) Conformity to applicable governing codes. 2) Conformity to criteria il) Contract Documents. 3) Component parts were designed or selected for locale and application intended. 4) State of origin within jurisdiction of project. b. Submit with shop drawings. Submit prior to fabrication if shop drawings are not required by individual specification sections. 5. Qualification Data: a. When specified in individual Sections, submit manufacturer's, fabricator's, and installer's qualifications verifying years of experience. b. Include list of completed projects having similar scope of Work identified by name, location, date, reference names, and phone numbers. c. Submit manufacturer qualification data with proposed products list. d. Submit fabricator or installer qualification data with list of subcontractors at least 15 days prior to submitting first Application for Payment. I h. I I I I I I 6. Manufacturer's Instructions: a. Refer to Section 016000 and 017300 for requirements. b. When specified in individual Specification sections, submit manufacturer's printed instructions for delivery, storage, assembly, installation, adjusting, finishing, and other pertinent data. c. Identify conflicts between manufacturer's instructions and Contract Documents. d. Submit with product data. 7. Manufacturer's Field Reports: a. Refer to Section 014000 for requirements. b. When specified in individual Specification sections, submit written results and findings of manufacturer's field services specified as part of Field Quality Control. c. Submit within two weeks following completion of field services covered in individual reports. I I I I I I C. Quantity: Submit in quantities specified for product data. INCOMPLETE AND PARTIAL SUBMITTALS A. Incomplete Submittal: Submittal not complying with specified submittal requirements. B. Partial Submittal: Submittal subdivided into components as indicated in submittal schedule and each component submitted separately. C. Architect will not review incomplete submittals. Complete submittals for each item are required. Submittal will not be considered official until it is complete in every respect. Delays resulting from incomplete submittals are not responsibility of Architect. I CONTRACTOR REVIEW I I A. Review and approve submittals prior to transmittal to Architect. By approving and submitting shop drawings, product data and samples, Contractor represents that he has determined and verified all materials, field measurements, and field construction criteria related thereto, and that he has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. I Science & Technology Building - New Ceiling Peninsula College 013300 - 4 Submittal Procedures Construction Documents @LMNArchitects I I I I I B. Coordinate submittals with requirements of Work and of Contract Documents. C. Stamp, sign or initial, and date each submittal to certify compliance with requirements of Contract Documents. Contractor's stamp shall bear the words as follows: REVIEWED AND APPROVED FOR COORDINATION AND CONFORMANCE WITH CONTRACT DOCUMENTS. D. Do not fabricate products or begin Work which require submittals until approved submittals have been received from Architect. 1.10 ARCHITECT REVIEW I I I I I I I I I I I I I I A. General: Architect's Review of Submittals: The Architect will review submittals only for conformance with the design concept of the Project and general compliance with the information given in the Contract Documents. The Architect's approval of such submittals shall not relieve the Contractor from the following: 1. Responsibility for confirming and correlating dimensions at job site for tolerances, clearances, quantities, and fabrication processes; 2. For information that pertains solely to the means, methods, techniques, sequences, and procedures of construction, which should not be submitted; 3. For deviations from drawings or specifications, unless he has in writing specifically called the Architect's attention to such deviations at the time of submission, and secured his written approval; 4. For coordination of the Work with other trades; 5. For installation of the Work in full compliance with the Construction Documents, and responsibility for providing work not indicated on the shop drawings, but otherwise required for the completion of the Work. B. Architect will review construction progress schedules, submittal schedules, product lists, shop drawings, product data, and samples and return within 30 working days of receipt. 1. Consultants' reviews will occur within scheduled time period with comments coordinated by Architect, prior to Architect's action stamp and return to Contractor. C. Do not make "Mass" submittals (6 or more submittals) to Architect at one time. If Mass submittals are received, Architect's review time stated above will be extended as necessary to perform proper review. Architect will review Mass submittals based upon priority determined by Architect after consultation with Owner and Contractor. D. Informational submittals and other similar data are for Architect's information and do not require Architect's responsive action. E. Architect's Review Stamp 1. "No Exception Taken": No corrections or resubmittal required; fabrication may proceed. 2. "Make Corrections Noted": Comply with noted corrections and modifications; resubmittal not required; fabrication may proceed. If for any reason noted corrections and modifications can not be fully complied with, resubmit for review requesting clarification; do not proceed with fabrication. 3. "Rejected/Resubmit": Revise and resubmit for review; do not proceed with fabrication. Disapproved submittals will not be considered valid cause for construction delay F. Submittal approval does not authorize changes to Contract requirements, unless accompanied by a Change Order, Architect's Supplemental Instruction, or Construction Change Directive. I Science & Technology Building - New C,eiling Peninsula College 013300 - 5 Submittal Procedures Construction Documents @LMNArchitects 1.11 1.12 1.13 G. I I After review, the Architect will then forward each reproducible back to the Contractor with copy of transmittal to the Owner. RESUBMITT ALS I I A. Make resubmittals under procedures specified for initial submittals; identify changes made since previous submittal. . B. Architect will record time required to review resubmittals after original submittal and first resubmittal. Contractor shall reimburse Owner for charges of Architect and Architect's Consultants for reviewing submittal more than 2 times. I DISTRIBUTION OF APPROVED SUBMITTALS A. Contractor shall be responsible for all costs for duplicating and distributing reproductions of shop drawings, product data, samples, and other submittals which bear Architect's stamp of approval. 1. Provide copies to Architect, Owners, Consultants, Project site file, Owner, subcontractors, suppliers, other affected contractors, and other entities requiring information. 2. Provide each testing and inspection agency, and governing authority with approved submittals for their exclusive use in providing specified quality control testing and inspection services. 3. Maintain additional set of approved submittals for Project Record Documents file; refer to Section 017800. I I I I I B. Quantities: 1. Owner: 1 copy maintained at jobsite by Contractor. 2. Architect: 1 copy. 3. Testing and Inspection Agencies: 1 copy. 4. Contractor: Copies as required. I I I I USE OF ARCHITECT'S ELECTRONIC MEDIA FOR SHOP DRAWING SUBMITTALS A. Subject to the acceptance of the terms and conditions of the Electronic Media Release Form by the Contractor and affected Subcontractors, appended to the end of Section 017800, the Architect will furnish selected construction drawings, in disk form, for assisting in preparation of shop drawings and interdisciplinary coordination drawings for the project. The transmitted documents are for reference, only, and are not to be used as shop drawings in their transmitted form of development. The transmitted documents will be provided to the Contractor on a one- time, project-specific basis. B. Available Drawings: Upon receipt of signed Electronic Media Release Form from the Contractor, the Architect will furnish, no charge, electronic files to the Contractor, limited to the following drawings: 1. Architectural floor plans. 2. Roof plans, and 3. Reflected ceiling plans. 4. Respective structural, mechanical and electrical plans. I I I I Science & Technology Building - New Ceiling Peninsula College 013300 - 6 Submittal Procedures Construction Documents @LMNArchitects _ I I I I I I I I I I I I I I I I I I I I C. Request for Other Drawings: Contractor request for drawing files other than those listed above will be furnished by approval from Architect upon receipt of signed Electronic media Release Form. D. Drawing Format and Availability: 1. Files will be provided in either the Architect's native Microstation (.dgn), or Architect's translation to AutoCAD (.dwg) only. 2. Files will be available via LMN's Information Exchange website with instructions for use as identified by the Architect. E. Contractor's Responsibility: Distribution of electronic files to Subcontractors shall be the Contractor's responsibility. In advance of receiving files from the Contractor, each Subcontractor who requests such files shall submit a signed Electronic Media Release Form to the Contractor and Architect. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION Science & Technology Building - New Ceiling Peninsula College 013300 - 7 Submittal Procedures Construction Documents @LMNArchitects I I I I I I I I I I I I I I I I I I I LMNARCHITECTS SUBMITTAL TRANSMITTAL NUMBER I TO Contractors Name PROJECT OFFICE Address City, WA. zip ph. FROM DATE STATE PROJECT # 2004-95 I (2-2) Forward to: PROJECT NAME Science & Technology Building New Ceiling Peninsula College Port Angeles. Washington WE TRANSMIT 0 SHOP DRAWINGS 0 PRODUCT DATA 0 SAMPLES 0 OTHER: ACTION CODE KEY A. NO EXCEPTION TAKEN B. MAKE CORRECTIONS NOTED C. REJECTED, RESUBMIT COPIES SECTION DESCRIPTION OR SHEET NUMBERS ACTION # CODE Checking is only for conformance with the design concept of the project and compliance with the information given in the contract documents. Dimensions and quantities have not been checked and responsibility for their accuracy and conformance with actual job conditions remains the responsibility of the contractor. Contractor is responsible for information that solely pertains to fabrication process or to construction techniques and for coordination of the work of all trades. REMARKS: DELIVERED VIA By: 801 SECOND AVENUE, SUITE 501 SEATTLE, WA~HINGTON 98104 206.682.3460 FAX 343.9388 I. I I I SECTION 013516 - COORDINATING ALTERATION WORK PART 1 - GENERAL 1.1 SUMMARY I I I I 1.2 I I I 1.3 I I I I I I C. 1.4 A. B. C. D. E. I I A. Work Includes: B. Related Sections: 1. 011000 - Summary 2. 3. 4. 5. 6. 015000 - Temporary Facilities and Controls 017000 - Execution Requirements 017329 - Cutting and Patching. 017400 - Cleaning 024119 - Selective Demolition OCCUPANCY, ACCESS, AND PROTECTION A. Portions of the existing facilities will be occupied or remain in operation during construction. Cooperate with Owner in scheduling operations to minimize conflict and to permit continuous usage. Exercise precaution to ensure safety and protection for existing facilities, occupants, property, pedestrians, and vehicles. SCHEDULING OF WORK A. Make arrangements with Owner and schedule Work to avoid interference with normal operations of occupied areas. Submit schedule and summary of applicable Work within occupied areas and obtain Owner approval not less than 7 days prior to commencement of such Work. B. Requests for use of existing loading areas [docks], passage ways, and other similar spaces outside limits of construction operations will be limited to day-by-day basis and must be approved in advance by Owner. Coordinate access and scheduling of Work within occupied areas with Owner. TORCH-CUTTING AND WELDING PROCEDURES Notify Owner in advance of torch-cutting and welding operations performed within occupied areas; obtain approval prior to proceeding with such operations. Prior to beginning open-flame torch-cutting, welding or arc-welding, obtain appropriate permit from Fire Marshal or authority having jurisdiction. Keep portable fire extinguisher of appropriate class within reach during welding or torch-cutting operations. Screen arc-welding from vision of passerbys. Maintain "Fire Watch" for minimum of 30 minutes after completion of each torch-cutting and welding operation. Science & Technology Building - New Ceiling Peninsula College 013516 - 1 Coordinating Alteration Work Construction Documents _@LMNArchitects I 1.5 UTILITY SERVICE OUTAGES I I A. Keep interruptions of existing utility and building services to a minimum; coordinate time and duration of outages with Owner; obtain written approval of Owner. B. Requests for outages will not be considered unless they include an identification of areas which will be affected by proposed outage. I C. Make requests for outages minimum of 5 working days in advance of proposed outage. D. Contractor is responsible for investigating utility and service lines to determine effect of outage upon building operations outside of limit of operations. Obtain approval in advance from Owner to execute investigations. 1.6 KEYS I I I A. When necessary to perform Work in existing mechanical/electrical equipment spaces, Owner will issue keys. B. Return keys at end of each work day; request keys on succeeding days as necessary. A. Type and Quality of Existing Products: 1. Use products and systems which exist in structure, as needed to patch, extend, or match existing Work. 2. Generally, Contract Documents do not define products or standards of workmanship present in existing construction. 3. Refer to Section 017329 - Cutting and Patching, for additional requirements. I I I PART 2 - PRODUCTS 2.1 MATERIALS Science & Technology Building - New Ceiling Peninsula College 013516 - 2 Coordinating Alteration Work Construction Documents @LMNArqJ}itects I I I I I I I I B. New Materials: 1. Comply with Specifications for each product involved. 2. Match existing products and work for patching existing work. C. Salvaged Materials: 1. Salvage sufficient quantities of cut or removed material to replace damaged Work of existing construction, when material is not readily obtainable on current market. 2. Store salvaged items in dry, secure place on site. 3. Refer to Section 024119 - Selective Demolition, for additional requirements. PART 3 - EXECUTION 3.1 EXAMINATION A. Comply with provisions of Section 017000 - Execution Requirements. B. Verify that areas are ready for alteration and renovation. I I. I 3.2 I I. I I I I I F. 3.3 A. B. C. D. E. F. I I I I I I 3.4 I I I I PREPARATION A. Cut, move, or remove items as necessary for access to alteration and renovation Work. 1. Some large pieces of furniture (e.g. lab tables) will be left in the work area. These items may be moved by the Contractor as necessary for execution of the work. Return these items to original location prior to Substantial Completion. B. Remove unsuitable material not marked for salvage, such as rotted wood, corroded metals, deteriorated masonry and concrete, and other deteriorated materials. Replace materials as specified for finished Work. C. Remove debris and abandoned items from work area and from concealed spaces. D. Prepare surface and remove surface finishes as necessary to provide suitable substrate for proper installation of new materials and finishes. E. Close openings in exterior surfaces to protect existing building, Work, and salvage items from weather and extremes of temperature and humidity. Insulate ductwork and piping to prevent condensation in exposed areas. Provide temporary barriers and closures to control operations to prevent spread of dust to occupied portions of building; refer to Section 015000 - Temporary Facilities and Controls. INSTAllATION Coordinate alteration and renovation work to expedite completion and to accommodate Owner occupancy. Remove, cut, .and patch Work in manner to minimize damage and to provide means for restoring products and finishes to original condition. Refinish visible existing surfaces to remain in renovated rooms and spaces, to specified condition for each material, with neat transition to adjacent finishes. Install products as specified in individual Specification sections. Where new Work abuts or aligns with existing, perform a smooth and even transition to match existing adjacent surface in texture and appearance. When existing surfaces are cut so that smooth transition with new Work is not possible, terminate existing surface along straight line at natural line of division and request instructions from Architect for making transition. ADJUSTMENTS A. Rework floors, walls, and ceilings to provide smooth plane without breaks, steps, or soffits in areas where removal of partitions or walls results in adjacent spaces becoming one. B. Trim existing doors as necessary to clear new floor finish. Refinish trim as required. C. Fit Work at surface penetrations as specified in Section 017329 - Cutting and Patching. D. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or showing other imperfections. Repair substrate prior to application of finishes. Science & Technology Building - New Ceiling Peninsula College 013516 - 3 Coordinating Alteration Work Construction Documents . @LMNArchitects I 3.5 FINISHES I I I I A. Finish new surfaces as specified in individual Specification sections. B. Finish patches to produce uniform finish and texture over entire area. When finish cannot be matched, refinish entire surface to nearest intersections. 3.6 CLEANING A. Thoroughly clean areas and spaces affected by Work. Completely remove paint, mortar, oils, putty, and items of similar nature. END OF SECTION I I I I I I I B. Clean Owner-occupied areas daily. Clean spillage, overspray, and heavy collection of dust in Owner-occupied areas immediately. C. Refer to Section 017400 additional requirements. I I I I I Science & Technology Building - New Ceiling Peninsula College 013516 - 4 Coordinating Alteration Work Construction Documents @LMNArchitects I I I I I I I I I I I I I I I I I I I I SECTION 014000 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 REGULATORY REQUIREMENTS A. General: Reference to codes, standards or regulatory requirements made on Drawings or in Specifications are considered an integral part of Contract Documents as minimum requirements. Nothing in Contract Documents should be understood to conflict with laws, by- laws, or regulations of municipal, State, Federal, and other authorities having jurisdiction. 1. Effective Dates: Comply with the date in effect as of date of the Contract Documents, for respective codes and reference standards, unless otherwise indicated. B. Applicable Codes: 1. Building: a. 2006 International Building Code (IBC), Washington State Amendments, effective 7/1/05 and 2007 b. Port Angeles Municipal Code, Title 14. 2. Accessibility: ICC A117.1-2003 Accessible and Usable Buildings and Facilities 3. Mechanical: 2006 International Mechanical Code (IMC) 4. Fire: 2006 International Fire Code (IFC) 5. Plumbing: 2006 Uniform Plumbing Code 6. Electrical: National Electrical Code, NFPA 7. Energy: Washington State Non-Residential Energy Code 8. Indoor Air Quality: Washington State Indoor Air Quality Code 9. Other Codes and Ordinances as referenced in technical Sections of Specifications and as required to meet governmental regulations. 10. Other Codes and Ordinances as referenced in technical Sections of Specifications and as required to meet governmental regulations. 1.2 REFERENCE STANDARDS A. Comply with association, trade, federal, commercial, standards generating organization (such as ANSI and ASTM), and other similar standards referenced within Specification sections, except where more explicit or stringent requirements are indicated or required by Specification or applicable codes. B. Reference standards include their associated amendments and supplements. C. Except where a specific date is indicated, date of standard is latest edition in effect at date of Contract Documents, or date of standard required by code. D. Reference standards have same force and effect as if bound into or copied directly into Contract Documents; standards are made a part of Contract Documents by reference. E. Contractual relationship of parties to the Contract shall not be altered from Contract Documents by mention or inference otherwise in reference standards. I I Science & Technology Building - New Ceiling Peninsula College 014000 - 1 Quality Requirements Construction Documents @LMNArchitects 1.3 F. I I I I Names and titles of standards are frequently abbreviated. Where acronyms or abbreviations are used in Specifications, they are defined to mean the recognized name of trade association, standards generating organization, governing authority, or other entity applicable to context of text provision. G. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding. H. When indicated by individual Specification section, obtain copy of standard. Maintain copy at Project site during submittals, planning, and progress of specific work, until Substantial Completion. I I. Units of measurements required by specifications govern regardless of units of measurement used in reference standards. I I PROJECT MANUAL CONTENT A. Language: 1. Imperative mood of sentence structure is generally used which places verb as first word in sentence. Except as otherwise indicated, requirements expressed imperatively are to be performed by Contractor. 2. In certain circumstances, the language of specifications and other contract documents are of abbreviated type. It implies words and meanings that will be appropriately interpreted. Words such as "the," "shall," "shall be," "Contractor shall," "a," "all," "an," "any," and other similar words are eliminated. 3. Singular words will be interpreted as plural and plural words will be interpreted as singular where applicable and where full context of Contract Documents so indicates. 4. The words "shall be" are implied wherever a colon (:) is used within a sentence or phrase. 5. Alpha-Numeric Abbreviations: Abbreviations, in brackets (ACIP-1), or quotation marks 'ACIP-2', and short for (Architectural Cast-In-Place Concrete), denotes material and finish, as both shown on the drawings and described in the respective specification Section. I I I I I I I B. Specialist Assignments: 1. In certain circumstances, Specification text requires or implies that specific elements of Work are to be assigned to specialists who must be engaged to perform that element of Work. Such assignments are special requirements of Contract. 2. Such assignments are intended to establish which party or entity involved in a specific element of Work is considered as being sufficiently experienced in indicated construction processes or operations to be recognized as "expert" in those processes or operations. Nevertheless, ultimate responsibility for fulfilling Contract requirements remains with Contractor. These requirements should not be interpreted to conflict with enforcement of building codes and similar regulations governing the Work. They are also not intended to interfere with local trade union jurisdictional settlements and similar conventions. I: I 3. C. Minimum Quality/Quantity: 1. Quality level or quantity shown or specified is intended to be minimum for Work to be performed or provided. I I I Science & Technology Building - New Ceiling Peninsula College 014000 - 2 Quality Requirements Construction Documents @LMNArchitects I I I I I I I I I I I 1.4 1.5 I I I I I I I I 2. Except as otherwise specifically indicated, actual Work may either comply exactly with that minimum within specified tolerances, or may exceed that minimum within reasonable limits. 3. In complying with these requirements, indicated numeric values are either minimums or maximums as noted, or as appropriate for context of requirements. 4. Refer instances of uncertainty to Architect for decision before proceeding. SYMBOLS A. List of Symbols: # Number. % Percent. F Degrees Fahrenheit. C Degrees Celsius. Feet. Inches. :t Plus to Minus; Plus or Minus. +/- Plus to Minus; Plus or Minus. DEFINITIONS A. Basic Contract definitions are included in Conditions of the Contract. B. AHJ: Authority Having Jurisdiction. Includes city and state building officials and fire marshall. C. And: Conjunction indicating that items in series are to be taken jointly. It may also mean plus or in addition to preceding items in the series. D. Approved: Where used in conjunction with Architect's response or action, meaning will be held to limitations of Architect's responsibilities and duties as specified in General and Supplementary Conditions. In no case will Architect's approval be interpreted as release of Contractor from responsibilities to fulfill requirements of Contract Documents. E. Directed, Requested: Terms such as "directed," "requested," "authorized," "selected," "approved," "required," "accepted," and "permitted" mean "directed by Architect" "requested by Architect," and similar phrases. However, no such implied meaning shall be interpreted to extend Architect's responsibility into area of construction supervision. F. Finish: The manner or method of completion. The final appearance of a surface, including texture, smoothness, sheen, and color, after finishing operations have been performed. Finishing operations include preparation of substrate and application, curing, and protection of specified finish materials. G. Furnish: Means to supply, purchase, procure and deliver complete with related accessories, ready for assembly, application, installation, and similar operations, as applicable in each instance. H. Indicated: Refers to graphic representations, notes, or schedules on Drawings, or other paragraphs or Schedules in Specifications, and similar requirements in Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help reader locate the reference. Location is not limited. I. Install: Means to construct, assemble, erect, mount, anchor, place, connect, apply and similar operations, complete with related accessories, as applicable in each instance. Science & Technology Building - New Ceiling Peninsula College 014000 - 3 Quality Requirements Construction Documents @LMNArchitects J. I I I I I I I Installer: An "Installer" is the Contractor or an entity engaged by the Contractor, either as an employee, subcontractor, or sub-subcontractor, for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. 1. The term "experienced" when used with the term "Installer" means having successful previous experience with projects similar in size and scope to this Project, being familiar with the precautions required, and having complied with requirements of the authority having jurisdiction. 2. Trades: Use of titles such as "carpentry" is not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespersons of the corresponding generic name. K. Or: Used to introduce any of the possibilities in a series. Items in the series are not required to be taken jointly. It does not mean that individual items in the series are optional requirements. L. Product: Includes natural and manufactured materials, components, machinery, fixtures, equipment, devices, furnishings, systems, and their associated accessories to be incorporated into the Work. M. I I Project Site: The space available to the Contractor for performance of construction activities, either exclusively or in conjunction with others performing other work as part of the Project. The extent of the Project Site is shown on the Drawings, and mayor may not be identical with the description of the land upon which the Project is to be built N. Provide: Means to furnish and install, complete and ready for operations and use for purpose intended. I O. Regulations: Includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within construction industry that control performance of the Work. I I I I I I P. Similar: Interpreted in its general sense and not as meaning identical. Elements defined as "similar" shall be coordinated in relationship to their location and connection with other parts of the Work. Q. Testing Agency: A "testing agency" is an independent entity engaged to perform specific inspections or tests, either at the Project Site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests. R. True To Line, Plumb, Level, and Flat: Except as otherwise indicated in individual specification sections, install Work within following tolerances: 1. True to line: Allowed deviation from straight line within plus or minus 1/16 inch in one foot; plus or minus 1/8 inch in 10 feet; plus or minus 1/4 inch in 20 feet; and plus or minus 3/8 inch in lengths over 20 feet. 2. Level: Allowed deviation from horizontal plane within plus or minus 1/16 inch in one foot; plus or minus 1/8 inch in 10 feet; plus or minus 1/4 inch in 20 feet; and plus or minus 1/2 inch in lengths over 20 feet. 3. Plumb: Allowed deviation from vertical plane within plus or minus 1/16 inch in one foot; plus or minus 1/8 inch in 10 feet; plus or minus 1/4 inch in 20 feet; and plus or minus 1/2 inch in lengths over 20 feet. I Quality Requirements Construction Documents @LMNArchitects I Science & Technology Building - New Ceiling Peninsula College 014000 - 4 I I II I I I I I I I I I I I I I I 4. Flat: Allowed deviation from flat plane in any planar direction within plus or minus 1/16 inch in one foot; plus or minus 1/8 inch in 10 feet; plus or minus 1/4 inch in 20 feet; and plus or minus 3/8 inch in lengths over 20 feet. 5. Tolerances are not accumulative. 1.6 QUALITY ASSURANCE A. Supervise performance of Work in such manner and by such means to ensure that Work, whether completed or in progress, will not be subjected to harmful, dangerous, damaging, or otherwise deleterious exposure during construction period. B. Monitor quality control over products, suppliers, manufacturers, services, site conditions, and workmanship to ensure Work complies with Contract Documents. C. Comply with specified reference standards for minimum quality of Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. 1.7 MANUFACTURER'S FIELD SERVICES AND REPORTS A. Submit reports in accordance in accordance with Section 013300. B. Submit qualifications of field observer 30 days in advance of required observations; observer is subject to approval of Architect. C. When specified in individual Specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces, quality of workmanship, and conditions of installation as applicable, and to initiate instructions when necessary. D. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturer's written instructions. E. Submit reports within 7 days of observation. Distribute copies to Architect, Project site file, subcontractor, and other entities requiring information. PART2-PRODUCTS-NOTUSED PART 3 - EXECUTION - NOT USED END OF SECTION I I Science & Technology Building - New Ceiling Peninsula College 014000 - 5 Quality Requirements Construction Documents @LMNArchitects I I I I I I SECTION 014500 - QUALITY CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Testing laboratory services for non-structural elements 1.2 GENERAL REQUIREMENTS: A. Provide inspections, tests, and other services specified in individual specification sections and the Authority Having Jurisdiction (AHJ). I I I I I I I I I I I B. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform Work in accordance with requirements of Contract Documents. C. Where terms "Laboratory," "Inspector," "Inspection Laboratory," "Testing" or "Testing Laboratory" are used, they mean and refer to officially designated and accredited testing laboratory. D. Provide testing laboratory with one set of Contract Documents and relevant approved submittals. 1.3 SELECTION AND PAYMENT: A. Owner will appoint, employ, and pay for services of an independent testing laboratory to perform specified inspections and testing, unless specified otherwise. 1.4 TESTING LABORATORY: A. Laboratory Qualifications: 1. Maintain staff size and qualifications required by testing standards and specification. 2. Maintain instruments and equipment in accordance with testing standards. 3. Authorized to operate in state where Project is located. B. Laboratory Responsibilities: 1. Cooperate with Architect and Contractor; provide qualified personnel after due notice. 2. Perform inspections, sampling, and testing in accordance with specified standards. 3. Ascertain compliance of materials and mixes with requirements of Contract Documents. 4. Provide inspections, tests, and other services specified in individual specification sections. 5. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work or products with Contract Documents. I I I C. Laboratory and inspection personnel are not authorized to: 1. Release, revoke, alter, relax, or enlarge any requirements of Contract Documents. 2. Perform any duties of Contractor. 3. Approve or accept any portion of Work. Science & Technology Building - New Ceiling Peninsula College 014500 - 1 Quality Control Construction Documents .cQLMNArchitecls 4. Stop the Work. I I I I I 1.5 CONTRACTOR RESPONSIBILITIES: A. Cooperate with laboratory personnel, provide access to Work and manufacturer's operations. B. Deliver samples or test mock-ups to testing laboratory prior to being incorporated into Work. C. Furnish copies of product tests or mill test reports as specified or required. D. Furnish incidental labor and facilities: 1. To provide access to Work to be tested. 2. To obtain and handle samples at Project site or at source of product to be tested. 3. To facilitate inspections and tests. 4. For storage and curing of test samples. I I I I I I E. Coordinate and schedule the work for timely performing testing and inspections. F. Notify Architect and laboratory 48 hours prior to expected time for operations requiring inspection and testing services. G. When inspections or tests can not be performed after proper notification and at no fault of laboratory, reimbursement costs for laboratory expenses incurred will be charged to Contractor by deducting charges from Contract Sum. 1.6 SUBMITTALS: A. Laboratory Reports: 1. Include with each report: a. Date issued. b. Project title and number. c. Testing laboratory name, address, and telephone number. d. Record of temperature and weather conditions. e. Names of individuals making tests and inspections. Name and signature of person submitting report. f. Dates, times, and locations of sampling, testing, and inspection. g. Identification of specification section and products. h. Location in Project. i. Type of inspection or test. J. Reference standards used for test. k. Name of material suppliers. I. Results of tests and interpretation of test results. m. Professional opinion of whether tested and inspected Work complies with Contract Documents. n. Certified statement, signed and sealed by testing laboratory attesting to accuracy of testing results. o. Recommendations on retesting. p. Number pages. 2. Submit test reports within 2 weeks of test date. 3. After each inspection and test, promptly submit copies of written reports as follows: a. Owner: 1 copy maintained at jobsite by Contractor. b. Architect: 2 copies. I I I I I Science & Technology Building - New Ceiling Peninsula College 014500 - 2 Quality Control Construction Documents @LMNArchitects I I I I I I c. Longview PFD: 2 copies. d. Testing and Inspection Agencies: 1 copy. e. Contractor: Copies as required. When requested by Architect, provide interpretation of test results and suggested remedies. 4. ,I I I I 1.7 FAILURES AND RETESTING: A. When initial inspections and tests indicate Work does not comply with Contract Documents, subsequent testing will be performed by same Testing Agency and will be done at Contractor's expense and deducted from Contract Sum. B. Removal and replacement of Work necessitated by such non-compliance of Contract Documents shall be at Contractor's expense. PART2-PRODUCTS-NOTUSED PART 3 - EXECUTION I 3.1 REPAIR AND PROTECTION A. Protect construction exposed by testing service activities. I END OF SECTION II I I I I I I I I I Science & Technology Building - New Ceiling Peninsula College 014500 - 3 Quality Control Construction Documents @LMNArchitects I I I I SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1 .1 SUMMARY I I I I I I I I I I I I 1.2 I I I A. Section Included: Provide following items as necessary for execution the Work between trades, including associated costs: 1. Construction aids. 2. Temporary barriers, barricades, covered walkways, fencing, exterior closures, and similar devices as necessary for safety and protection of construction personnel and public. 3. Temporary field offices. 4. Temporary sanitary facilities. 5. Temporary heating and ventilating after enclosure. . 6. Temporary electrical service and distribution system for power and lighting. 7. Temporary telephone service. 8. Temporary fire protection, dust control, erosion and sediment control, water control, noise control, and other necessary temporary controls. 9. Temporary provisions for protection of installed work. 10. Temporary control for security, waste collection and disposal, cleaning, etc., as indicated. B. Costs: Unless otherwise specified in the Contract Documents, all costs for furnishing, installation, operation, maintenance and removal of all temporary utilities shall be borne by the Contractor. Apply for all permits, metered bills will be paid by Owner. 1. Where utility company provides only part of the service, provide the remainder with matching, compatible materials and equipment at no additional cost. 2. Should Owner occupy part of the Project during the construction period, utility costs will be shared proportionally at an agreed upon unit cost. C. Related Sections: 1. 011000 - Summary of Work. 2. 014000 - Quality Requirements: Code authority references. 3. 015800 - Project Identification Signs. 4. 017300 - Execution Requirements: Progress Cleaning. 5. 017400 - Cleaning: Construction and Final Cleaning. SUBMITTALS A. Site Utilization Plan: Submit a mobilization and staging plan to the Architect and Owner for review before starting any work on the site. Include staging for major equipment, material deliveries, parking, temporary structures, and fencing. B. Traffic Control Plan and Construction Traffic Management Plan: Before starting work, develop a traffic control plan showing traffic flow on and off the site and intended haul routes. This traffic plan shall be submitted to the Architect and Owner for review; and then to the City of Longview Science & Technology Building - New Ceiling Peninsula College 015000 - 1 Temporary Facilities and Controls Construction Documents @LMNArchitects I 1.3 I for approval, prior to altering access on any public street traffic. Approval of the traffic plan is required prior to the start of the Work on site. I QUALITY ASSURANCE I A. Codes and Regulations: Comply with applicable laws and regulations of authorities having jurisdiction, Related Sections which supplement the Contractor's us of the site, including following: 1. Building code requirements. 2. Health and safety regulations. 3. Utility company regulations. 4. Police and fire department rules. 5. Environmental protection regulations. I I I I B. Obtain approval from utility companies and authorities having jurisdiction for each temporary utility before use. Obtain required certifications and permits. Pay connection fees. 1.4 SCHEDULING A. I Prepare schedule indicating dates for implementation and termination of each temporary utility. B. At earliest feasible time, when acceptable to Owner, change over from use of temporary utility service to use of permanent utility service. I I C. Notice of Street Closures: Contractor shall be responsible for providing advance notice of any street closures associated with construction of the Project as provided in the approved Construction Traffic Management Plan. D. 24 Hour Contact: Contractor shall designate an employee or agent with a 24-hour phone number for reporting problems associated with the construction to be contacted by residents and businesses in the area. I A. Materials for temporary facilities may be new or used suitable for intended purpose, but of adequate capacity for required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. I I I PART 2 - PRODUCTS 2.1 MATERIALS 2.2 B. Water: Provide potable water approved by local health officials. TEMPORARY FIELD OFFICES I A. Field Office: 1. Structurally sound, weathertight, equipped with heating, air conditioning, ventilation system, electric power outlets, lighting, and telephone. 2. Temporary Building: Portable or mobile buildings may be used. Floor raised above ground. . 3. Size: a. As required for Contractor's operations. I I I Science & Technology Building - New Ceiling Peninsula College 015000 - 2 Temporary Facilities and Controls Construction Documents @LMNArchitects I I I I I 2.3 I I I I II I I 2.4 2.5 I I I I I I I I 4. b. Provide space in field office for project meetings, with table and chairs to accommodate 6 people. c. Provide common or separate space available for Architect and Owner to review Construction Documents with desk and chairs. Equip with telephone (land line or VOIP), internet connection, and fax (facsimile telecopier). CONSTRUCTION AIDS A. Provide scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, chutes, and other devices and equipment necessary to facilitate execution and construction contract administration of Work. B. Provide cranes, hoists, rigging, material lifts, and other conveyances or apparatus as necessary to facilitate execution of Work. C. Provide storage areas and sheds sized to storage requirements for products of individual Sections, allowing for access and orderly provision for maintenance and inspection of products to requirements of Section 016000. VEHICULAR ACCESS AND CONTROLS A. Provide signs, signals, traffic cones and drums, flares and lights, and flag equipment of types required by authority having jurisdiction. TEMPORARY BARRIERS AND ENCLOSURES A. Temporary Project Site Fence: 1. Open mesh fencing: a. Fabric: Hot dip galvanized steel wire woven into 2 inch mesh. b. Framing: Galvanized steel posts or roll-formed sections spaced to support fabric. Equip with top rail and bottom tension wire. 2. Equip with gates and locks. B. Building Enclosures: Provide temporary enclosures to protect Work from exposure to foul weather, water and moisture accumulation, and other construction operations and similar activities. 1. Where heat is needed for regulating relative humidity and drying for materials, and the permanent building enclosure is not complete, provide temporary enclosures where there is no other provision for containment of heat. Coordinate enclosure with ventilating and material drying or curing requirements to avoid dangerous conditions and effects. Refer to requirements under Temporary Heating and Ventilating, below. 2. Install and maintain all required tarpaulins and other temporary forms of enclosures as required. C. Temporary Partitions: Materials are Contractor's options, except as follows performance requirements: 1. Maximum flame spread index of 75 in accordance with ASTM E84. 2. Minimum fire rating: 2 hours. I Science & Technology Building - New Ceiling Peninsula College 015000 - 3 Temporary Facilities and Controls Construction Documents @LMNArchitects I PART 3 - EXECUTION I 3.1 A. B. C. D. 3.2 A. B. C. D. E. F. G. H. 3.3 A. B. C. INSTAllATION Install, maintain, and operate temporary utilities and services to ensure continuous operation. Modify and extend systems as Work progresses. I Install temporary facilities and controls in manner to produce reasonable uniform appearance, structurally adequate for required purposes, and properly maintained. I Modify and relocate temporary facilities and controls as necessary to accommodate progress of Work. I Refer to Related Sections for additional requirements. I I TEMPORARY ELECTRIC POWER AND LIGHTING Provide temporary electrical service required for power and lighting, arrange provisions with utility company, and pay costs for service and energy consumed. Equip service with meter, main disconnect, and over current protection. Complement existing power service capacity and characteristics as required. I Provide branch distribution system from temporary power source with distribution boxes and outlets located so that power and lighting is available throughout active work areas. I Permanent receptacles may not be utilized during construction. Replace receptacle plates and wiring devices damaged during construction. I II Provide lighting to conduct construction operations. Permanent lighting system may be utilized during construction. Restore permanent lighting systems used during construction to original condition. Maintain lighting and provide routine repairs. I TEMPORARY HEATING AND VENTilATING Provide temporary and ventilating system that complies with codes and regulations as necessary to maintain specified conditions during construction. I I Provide and pay for costs of supervision, operation, maintenance, fuel, and energy consumed. Except where indicated otherwise in individual Specification sections, maintain minimum ambient temperature of 50 degrees F in enclosed areas where construction is in progress; maintain humidity levels to within levels required to allow construction to proceed without affecting manufacturer's accepted installation procedures and warranty certification. 1. Incorporate temporary means to prevent moisture accumulation in building assemblies within manufacturer's acceptable limits by use of dehumidification equipment designed for 24 hour operation, complete with monitoring and notification capability similar to Munters Corporation Moisture Control Services. 2. Do not use propane-fired equipment for temporary heating and moisture control. I I I I Science & Technology Building - New Ceiling Peninsula College 015000 - 4 Temporary Facilities and Controls Construction Documents @LMNArchitec1s I I I I I I I I 3.4 I I I 3.5 I I I I I I I 3.6 3.7 I I D. Use of permanent heating/ventilating and associated distribution systems will be permitted only upon meeting following requirements: 1. Verify that installation is approved for operation, equipment is lubricated, and filters are in place. 2. Equipment installed complete with accessories, started-up, maintained, serviced, and operated in strict accordance with manufacturer's instructions. 3. Provide and pay for regular replacement of filters and worn or consumed parts. 4. Operation of permanent systems or any portion thereof to provide temporary heat/ventilation does not constitute acceptance of system or portion of system. 5. Immediately before Substantial Completion, completely clean each permanent unit used,. install new filters, and perform service functions required for placing units in use and qualifying for specified warranties. E. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. TEMPORARY TELEPHONE SERVICE A. Telephone Service: Provide temporary telephone service throughout the construction period for all personnel engaged in construction activities. Install when work is started; maintain until full completion; pay all charges. 1. Provide a wireless telephone for the Superintendent's use. B. FAX Machine: Provide and maintain a FAX machine on-site during the progress of the Work, until completion; pay all charges. TEMPORARY WATER A. General: Install water service and distribution piping of sizes and pressures adequate for construction until permanent water service is in use. Make all temporary connections to existing mains. Provide temporary meter. Extend water service as required. Provide temporary piping, manifolds, booster pumps, double backflow preventer, etc. as required. B. Drinking Water: Furnish drinking water with suitable containers and cups for use by employees. Drinking water dispensers shall be conveniently located in the building where the Work is in progress. C. Permanent Water System: When the permanent water supply and distribution system has been installed, it may be used as a source of water for construction purposes, provided that the Contractor pays costs for operations, maintenance, and restoration of the system including the cost of the water used. TEMPORARY FIELD OFFICE A. Provide temporary field offices at time of project mobilization. Maintain during progress of Work. TEMPORARY SANITARY FACILITIES A. Temporary Toilets: Provide self-contained single-occupant toilet units of the chemical, aerated circulation, or combustion type, properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar nonabsorbent material. Comply with regulations and health codes for the type, number, operation and maintenance of facilities. Science & Technology Building - New Ceiling. Peninsula College 015000 - 5 Temporary Facilities and Controls Construction Documents @LMNArchitects r-- A. Parking Areas: Contractor is responsible for parking of his vehicles and those of his subcontractors and personnel. ~~- -- I I I I I I I I I I 3.8 PARKING AND TRAFFIC REGULATION 3.9 B. Flaggers: Provide trained and equipped flaggers to regulate traffic when construction operations or traffic encroaches on public traffic lanes and as required by the Architect and Owner. C. Warning Lights: Use warning lights during hours of low visibility to delineate traffic lanes and guide traffic. D. Work Zone Traffic Control Devices: Comply with "Manual on Uniform Traffic Control Devices (MUTCD)", latest edition. E. Access Roads and Approaches: 1. Construct and maintain temporary roads and approaches accessing public thoroughfares to serve construction area. 2. Extend and relocate as Work progress requires. Provide detours necessary for unimpeded traffic flow. 3. Provide and maintain access to fire hydrants free of obstructions. 4. Track-equipped vehicles not allowed on paved areas. 5. Provide means of removing mud from vehicle wheels before entering streets. 6. Keep streets, drives, and walks adjacent to site and haul routes clean and free of dirt, debris, and litter caused by construction operations. F. Haul Routes: Consult with authority having jurisdiction, establish public thoroughfares to be used for haul routes and site access. G. I I I I I Traffic Signs and Signals: Comply with requirements of authorities having jurisdiction. TEMPORARY BARRIERS AND ENCLOSURES A. Provide barriers, warning signs, lights, guard railings, etc, to protect the public from hazards and prevent unauthorized entry to construction areas, to allow for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations. Damage caused to Owner's property and existing facilities will replaced by the Contractor to match existing (type and quality) in accordance with Section 011000. B. Provide barricades and covered walkways required by governing authorities for public rights-of-way, for public access to adjacent properties and sidewalks. C. Protect non-owned vehicular traffic, stored materials, on and off-site, and structures from damage. D. Exterior Enclosures: 1. Provide temporary weathertight enclosure at exterior openings to accommodate acceptable working conditions, to prevent damage to existing structures and finishes, to allow for temporary heating and maintenance of required ambient temperatures identified in specification Sections, and to prevent entry of unauthorized persons. 2. Provide access doors with operating hardware and locks. I I Temporary Facilities and Controls Construction Documents @LMNArchitects I Science & Technology Building - New Ceiling Peninsula College 015000 - 6 I I I I I I I I I I I I I I I I I I 3.10 I E. Interior Enclosures: 1. Provide temporary partitions and ceilings to separate construction areas from Owner occupied areas, to prevent penetration of dust and moisture into Owner-occupied areas, to protect existing materials to remain and new Work from damage, and to prevent entry of unauthorized persons into construction areas. 2. Locate partitions in cooperation with Owner. 3. Do not damage existing materials and equipment. 4. Seal air plenums in areas where dust is being generated to prevent dust from spreading beyond construction areas. 5. Enclose interior cutting operations to prevent dust from spreading and to catch debris. 6. Non-Fire-Rated Partitions and Ceilings: Construct of adequate framing; surface with plywood or gypsum board sheet materials having tight joints. [Polyethylene sheeting may be used at certain non-public locations upon approval of Owner and Architect.] 7. Fire-rated assemblies. a. Use when fire-resistive construction is required. b. Construct in accordance with GA-600. c. Tape joints. d. Seal penetrations through fire-rated partitions with firestops tested and rated in accordance ASTM E814 to match partition rating. 8. Seal perimeter joints to preclude dust passage. 9. Provide doors in partitions when required for access. 10. Close openings through floors, roofs, and other horizontal surfaces with load-bearing construction. 11. Paint surfaces exposed to view from occupied areas in colors directed by Architect. F. Temporary Fence: Provide and maintain minimum 8 foot high fence around construction site. Erect barrier along edge of work limits and transit route, prior to mobilizing materials and personnel on the Project Site. G. Tree and Plant Protection: 1. Preserve and protect existing trees and plants designated to remain. 2. Provide 6 - foot high barriers around trees with access for maintenance. 3. Consult with Architect, remove agreed-on roots and branches which interfere with construction. Employ qualified tree surgeon to remove roots and branches, and to treat cuts. 4. Protect areas within drip lines from traffic, parking, storage, dumping, chemically injurious materials and liquids, ponding, and continuous running water. 5. Replace trees and plants damaged by construction operations. H. Duration of Controls: Throughout construction work, 24 hours a day. TEMPORARY CONTROLS A. Fire Protection: 1. Comply with requirements of the Port Angeles Fire Department and with NFPA 10 "Standard for Portable Fire Extinguishers" and NFPA 241 "Standard for Safeguarding I Science & Technology Building - New Ceiling Peninsula College 015000 - 7 Temporary Facilities and Controls Construction Documents @LMfl/Architects r--- i I I Construction, Alterations, and Demolition Operations", including requirements of local fire protection code and governing authorities. 2. Provide and maintain fire protection including, without limitation, fire extinguishers and other appropriate fire-fighting equipment ready for immediate use. 3. Distribute equipment around site, particularly in immediate vicinity of performance of welding or similar hazardous Work. 4. Store gasoline and other flammable liquids in Underwriter's Laboratories listed safety containers in conformance with recommendations of National Board of Fire Underwriters. Do not store gasoline or other flammable liquid within building. 5. Coordination with permanent fire protection systems: a. At earliest feasible date in each area of Project, complete installation of permanent fire protection system, including connected services, and place into operation and use. b. Instruct key construction and Owner personnel on use of systems. I I I I I I B. Dust Control: 1. Contractor shall prevent dust from being generated during construction in compliance with all applicable City, County, State, and Federal regulations. Dust control procedures shall be in accordance with the Dust Control Plan as submitted by the Contractor and approved by local Health Department. Contractor shall be solely responsible for mitigation of dust during construction, and until Final Acceptance of the Project by the Owner. I C. I Pollution Control: Comply with all pollution control regulations in effect at site for all materials, soils, equipment and Work procedures used on the Project. 1. Provide methods, means and facilities required to prevent contamination of soil, water or atmosphere by the discharge of noxious substances from construction operations. Perform emergency measures required to contain spillage, and to remove contaminated soils or liquids. 2. Take measures to prevent harmful substances from entering public sewers. 3. Maintain equipment so that it does not release unnecessary air pollution. 4. Protect indoor air quality by avoiding the release of unnecessary chemicals, volatile organic compounds and pollutants and by avoiding the growth of molds and fungus. I I I D. I I I Water Control: 1. Provide methods to control surface water to prevent damage to site or adjoining properties. 2. Control grading to direct surface drainage away from excavations and other construction areas; and to direct drainage to proper runoff. 3. Protect site from puddling or running water. 4. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. E. Security: 1. Provide security and facilities to protect Work from unauthorized entry, vandalism, and theft. I 2. 3. Conduct operations in manner to avoid risk of loss, theft, or damage by vandalism. Comply with security program or instructions established by Owner. I Temporary Facilities and Controls Construction Documents @LMNArchitects I Science & Technology Building - New Ceiling Peninsula College 015000 - 8 I il I I I I I I I I I I I I I I I I I I 3.11 3.12 I 4. Protect stored materials and equipment, including workmen tools from theft and vandalism. The Owner shall not be held to have incurred any liability for loss of, and damage to, materials, tools and equipment of the Contractor, or of those employed by Contractor, by contract or otherwise. F. Noise Control Intent: The Contractor is alerted to the necessity for maintaining a noise control program during the entire construction period. Control and restrict noise levels to those permitted by City Ordinance, 1. High level noise operations must be performed in accordance with local regulations and must be approved by Owner prior to proceeding. G. Traffic Control: Conduct operations in such a manner to avoid unnecessary interference to existing pedestrian and vehicle traffic. 1. Obtaining permits and inspections necessitated by the use of public streets, sidewalks, curbs, and paving. Post guarantees and bonds that may be required, and repair and make good any damages thereto, acceptable to the authorities having jurisdiction. Pay all fees. 2. Controlling construction traffic within and adjacent to the site. Keep streets adjacent to the site open to vehicular and pedestrian traffic, except as allowed by permits issued by the City. Maintain constant access for police, fire and ambulance service. 3. Mud tracked onto City streets by any activity related to the Project shall be minimized. This shall be done by washing vehicle wheels before they enter the public right-of-ways and by sweeping streets. The streets shall be clear of mud, dust and debris at the end of each days work activities; during the day any built-up of same shall be removed. H. Waste Collection and Disposal: Collect waste from construction areas and elsewhere daily. Dispose of all refuse and waste material off Owner's property. Do not stockpile waste material on site. Immediately clean up any spilled material. 1. Provide on-site containers for collection of waste materials, debris and rubbish. 2. Handle and dispose flammable, hazardous, and toxic waste materials separately from other waste; dispose of material lawfully. TEMPORARY HOISTING, HOISTS, LIFTS AND USE OF ELEVATORS A. General: Provide temporary lifts, hoists and other types of lifting equipment for hoisting materials and employees as required for the completion of the Work; verify requirements of all trades. 1. Number and capacity of lifting equipment is the Contractor's responsibility and no additional time or cost will be allowed by the Owner for the Contractor's lack of planning for vertical hoisting of materials. 2. Contractor may furnish transportation by its own forces, or may require its subcontractors to furnish their own, at its option. 3. Existing building elevators will not be available for use during construction. OPERATION, MAINTENANCE & REMOVAL OF TEMPORARY FACILITIES AND CONTROLS A. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse. B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and similar elements. I Science & Technology Building - New Ceiling Peninsula College 015000 - 9 Temporary Facilities and Controls Construction Documents @LMNArchitects ,- I C. Termination and Removal: Unless the Owner requests that it be maintained longer, remove each temporary facility when the need has ended, when replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facilities. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are the Contractor's property, unless otherwise specified. 2. At Substantial Completion, clean and renovate permanent facilities used during the construction period including, but not limited to, the following: a. Replace air filters and clean inside of ductwork and housings. b. Replace significantly worn parts and parts subject to unusual operating conditions. c. Replace lamps burned out or noticeably dimmed by hours of use. d. Refer to Section 017400 - Cleaning for additional requirements. e. Clean and repair evidence or indication of installation or use of temporary Work. 1. Restore existing facilities and equipment used during construction to original condition. Restore permanent facilities and equipment used during construction to specified condition. I I I I I I I END OF SECTION I I I I I I I I I Temporary Facilities and Controls Construction Documents @LMNArchitects I Science & Technology Building - New Ceiling Peninsula College 015000 - 10 I I I I ; I I I I I I I SECTION 016000 - PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Administrative and procedural requirements: 1. Selection of products for use in Project. 2. Product delivery, storage, and handling. 3. Manufacturers' standard warranties on products. 4. Special warranties. 5. Product substitutions. B. Related Sections: 1. 016300 - Product Substitution Procedures. 2. 017300 - Execution Requirements: Protection of installed work. 1.2 BASIC PRODUCT REQUIREMENTS A. Furnish like products from single manufacturer to greatest extent possible. B. Provide products complete with accessories, trim, finish, safety guards, and other devices and details needed for complete installation and intended use and effect. I C. Product Identifications: Nameplates, trademarks, logos, -and other identifying marks on products are not permitted on surfaces exposed to view in public areas, interior or exterior. Plumbing, mechanical, and electrical equipment not exposed to public view are excluded from foregoing limitation. Required testing laboratory labels (such as UL, FM, or WH) are also excluded from foregoing limitation. 'I I II , I II ,I I 1.3 PRODUCT OPTIONS A. General Product Requirements: Provide products that comply with Construction Documents, that are undamaged and, unless otherwise indicated, unused at the time of installation. 1. Where available, provide standard products of type and manufacture used successfully in similar situations on other projects. B. Product Selection Procedures: Product selection is governed by Construction Documents and governing regulations, not by previous Project experience. Procedures governing product selection include the following: 1. Proprietary Specification Requirements: Where only a single product or manufacturer is named, followed by "no equals, no substitution, or no exceptions" provide the product indicated. 2. Non-Proprietary Specification Requirements: Where the specifications name products or manufacturers of the type and quality, followed by the term "or approved equal" or "other acceptable", or similar language, comply with the requirements in Section 016300 concerning Product Substitutions Procedures to obtain approval for use of an unnamed product, prior to award of contract. I Science & Technology Building - New Ceiling Peninsula College 016000 - 1 Product Requirements Construction Documents @LM/iArchitects 1.4 1.5 a. Descriptive Specification Requirements: Where the specifications describe a product or assembly defining the characteristics required, but with or without use of a brand or trade name, provide products or assemblies that provide the characteristics indicated and otherwise comply with Construction Document requirements. b. Performance Specification Requirements: Where Specifications require compliance with a reference standard for performance requirements, provide products that comply with these requirements, which are recommended by the manufacturer for the application indicated. Submit evidence of compliance at time of product data submittals. c. Visual Matching: Where matching an established sample is required, the Architect's decision will be final. Where there is no product available within the specified product category which matches satisfactorily and also complies with other specified requirements, comply with product substitutions requirements for the selection of a matching product in another product category. d. Visual Selection: Where specified product requirements include the phrase".. .as selected from the manufacturer's standard colors, patterns, textures..." or similar phrases, Architect will select a product from all currently available manufacturer's 'non-custom' choices that comply with the specified requirements. I I I I I I I I I I C. "Basis of Design" Specification: Specifications naming products as the basis of design are not intended to imply preference and should not be construed as restrictive specifications. The product named as basis of design has been investigated by the designer and is deemed suitable for use as indicated in terms of function, size, color, texture, pattern, strength, arrangement, or other appropriate characteristics. 1. Where other manufacturers are named as acceptable, they are deemed to make products of similar function and acceptable quality (generally). There is no implied warranty that standard products of other named manufacturers are suitable for the work without design modification. The Contractor is responsible for assuring coordination of the product as if no "basis of design" had been named. PRODUCT DELIVERY REQUIREMENTS I I I I I I A. Arrange deliveries in accordance with construction progress schedules. Schedule deliveries to allow adequate time for product inspection prior to installation. Schedule shall also take into consideration and allow adequate time for reordering of products damaged during delivery or do not meet Contract requirements. B. Coordinate to avoid conflict with Work and conditions at site. C. Deliver products in undamaged condition, in manufacturer's original unopened containers or packaging, with identifying labels intact and legible. D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. PRODUCT STORAGE, AND HANDLING REQUIREMENTS A. Storage: 1. Store and protect products in accordance with manufacturer's instructions with labels intact and legible. 2. Store environmentally sensitive products in weathertight, climate controlled enclosures. 3. Provide off site storage and protection when site does not permit on site storage. I Science & Technology Building - New Ceiling Peninsula College 016000 - 2 Product Requirements Construction Documents @LMNArchitects.. I I I I I I 4. Protect and cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. 5. Arrange storage to permit access for inspection. Periodically inspect to ensure products are undamaged and are maintained under specified conditions. 6. Store loose granular materials on solid flat surfaces in well-drained area. Prevent contamination with other materials. B. Handling: 1. Handle products in accordance with manufacturer's instructions. 2. Do not load structure during construction by storing products with load greater than structure is calculated to safely support. 3. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. I I I I I I I I. I I I I I I I C. Do not use products in Work which have deteriorated, become damaged, or are otherwise unfit for use. PART2-PRODUCTS-NOTUSED PART 3 - EXECUTION 3.1 PRODUCT INSTAllATION A. Refer to Section 017300 - Execution Requirements. END OF SECTION Science & Technology Building - New Ceiling Peninsula College 016000 - 3 Product Requirements Construction Documents @LMNArchitects _ I ,I I- I- I ,I I I- I I I- I I- I I I I. I .1 SECTION 017300 - EXECUTION REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: General procedural requirements governing execution of the Work including, but not limited to, the following: 1 . Preparing, installing, and protecting the Work. B. Related Sections: 1. Section 014000 - Quality Requirements: For Basis of Tolerances for Finish Work. 2. Section 016000 - Product Requirements: Basic Product Requirements. 3. Section 017400 - Cleaning: Construction and final Cleaning. 1.2 EXAMINATION OF CONDITIONS A. Do not proceed with Work until unsatisfactory conditions have been corrected. B. Commencement of installation constitutes acceptance of conditions and cost of any corrective measures are responsibility of Contractor. 1.3 PREPARATION A. Require compliance with manufacturer's printed installation instructions, including each step in sequence. Do not omit preparatory steps or installation procedures unless specifically modified or exempted by Contract Documents. B. Maintain one set of complete instructions at Project site during installation and until completion. C. Should Project conditions or specified requirements conflict with manufacturer's instructions, request clarification in writing from Architect before proceeding. PART2-PRODUCTS-NOTUSED PART 3 - EXECUTION 3.1 PREPARATION A. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. B. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. Science & Technology Building - New Ceiling Peninsula College 017300 - 1 Execution Requirements Construction Documents @LMNAJ1;hitects 3.2 A. B. C. D. E. J. 3.3 A. B. C. D. E. F. C. I I I I Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Architect. Include a detailed description of concerns encountered, together with recommendations for changing the Contract Documents. PRODUCT EXECUTION Install, erect, connect, condition, use, adjust, and clean products in accordance with manufacturer's instructions and in conformity with specified requirements. Verify and coordinate clearances, dimensions and installation of adjoining construction, equipment, piping, ducts, conduits, or other mechanical or electrical items or apparatus. I 1 I Prior to fabrication, field measure actual existing conditions to ensure proper fit. Inspect each item of material or equipment immediately prior to installation. Reject damaged and defective items. Recheck measurements and dimensions of Work, as an integral step of starting each installation. Whenever stock manufactured products are specified, verify actual space requirements for setting or placing into allotted space. No extra cost will be allowed for adjustment of Work to accommodate particular product. 1 F. Provide attachment and connection devices and methods for securing Work. Secure in place with devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1 G. Allow for expansion of materials and building movement. I H. Isolate each unit of Work from incompatible Work as necessary to prevent deterioration and electrolytic action. I. Clean and perform maintenance on installed Work as frequently as necessary through remainder of construction period. Lubricate operable components to ensure operability without damaging effects. I 1 I I I Adjust operating products and equipment to ensure smooth and unhindered operation. PROTECTION OF INSTALLED WORK Protect installed Work in manner to prevent damage from subsequent construction operations. Provide special protection where specified in individual Specification sections. Provide temporary and removable materials for protection of installed products. Control activity in immediate work area to minimize damage. Ensure materials, systems, and components will be without damage or deterioration at time of Substantial Completion. I Protect finished Work from damage, defacements, stains, scratches, and wear. Protect finished floors, stairs, and other surfaces from traffic dirt, wear, damage, or movement of heavy objects, by protection with durable sheet materials. I Execution Requirements Construction Documents @LMNArchitects I Science & Technology Building - New Ceiling Peninsula College 017300 - 2 -I I I I G. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. END OF SECTION I I I I I I I I I I I I I I J I I Science & Technology Building - New Ceiling Peninsula College 017300 - 3 Execution Requirements Construction Documents @LMNArchitects I I I SECTION 017329 - CUTTING AND PATCHING PART 1 - GENERAL 1.1 SUMMARY I I I I I I I I I I I I I A. Section Includes: The Contractor shall be responsible for all cutting, fitting and patching required to accomplish the Work. This includes: 1. Execute cutting, fitting, or patching of Work required to: a. Make several parts fit properly. b. Uncover work to provide for installation of ill-timed work. c. Remove and replace defective work, prior to completion of work in other sections. d. Remove and replace work not conforming to requirements of Contract Documents. e. Inspect concealed work which requires inspection prior to covering. 2. In addition to Contract Document requirements, upon written instructions of Owner, as required to: a. Uncover work to provide for Architect's or Owner's observation of covered work. b. Remove samples of installed materials for testing. 3. Unless otherwise specified, requirements of this Section apply to all aspects of the Work. Refer to Divisions 21 through 28 for additional requirements and limitations on cutting and patching of mechanical and electrical work. 4. Existing Conditions: Contractor shall be required to replace, or repair existing exposed to view conditions required to maintain fire resistance assemblies, life safety codes, requirements of AHJ, and at the direction of the Architect, including patching and finishing surfaces damaged by demolition and renovation work to match level of finish, or as otherwise required to maintain a water and weathertight envelope as indicated in the respective sections. a. Unless otherwise indicated to limit areas of the work under this category, all existing conditions are defined to mean exposed to view surfaces within the designated Work Limits of the Project. I I B. Related Sections: 1. 013100 - Project Coordination. 2. 013516 - Coordinating Alteration Work. 3. 024119- Selection Demolition: Coordination for elements to removed. 4. 078400 - Firestopping And Smoke Seals. 5. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. 1.2 SUBMITTALS A. Product Data: Submit proposed material data sheets for all replacement materials for approval to the Architect well in advance of the time cutting and patching will be performed caused by cutting or alteration work. B. Written Request: Submit a written request for approval to the Architect well in advance of the time cutting and patching will be performed and request approval to proceed; written request is required for any cutting or alteration which affects: 1 . The work of the Owner or any separate contractor; I Science & Technology Building - New Ceiling Peninsula College 017329 - 1 Cutting and Patching Construction Documents @LMNArchitects r-- 2. 3. The structural value or integrity of any element of the Project; Interruption to active building systems required for existing portions of building, specifically the residential units; Building aesthetic qualities for exterior areas; and The efficiency, operation life, maintenance, or safety of operational systems. 4. 5. C. Cutting and Patching Proposal: Written request shall include the following: 1. List products to be used and firms or entities that will perform the Work. 2. Describe the extent of cutting and patching required. Show how it will be performed and indicate why if cannot be avoided. 3. Describe anticipated results in terms of changes to existing construction. Include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements. 4. Indicate dates when cutting and patching will be performed. 5. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporally out-of-service. Indicate how long service will be disrupted. D. Should conditions of work or schedule indicate change of materials or methods, submit written recommendations to Architect, including: 1. Conditions indicating change. 2. Recommendations for alternative materials or methods. 3. Resubmittal as required for substitution. E. Approval by the Architect to proceed with cutting and patching work does not waive the Architect's right to later require complete removal and replacement of a part of the Work found to be unsatisfactory. 1.3 QUALITY ASSURANCE A. Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operational life or safety. Obtain prior approval from the Architect of the cutting and patching procedures proposed. B. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Architect's opinion, reduce the building's aesthetic qualities. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. 1. If possible retain the original Installer or fabricator to cut and patch exposed Work. If it is impossible to engage the original Installer or fabricator, engage another recognized experienced and specialized firm. 2. Remove and replace construction cut and patched in a visually unsatisfactory manner. 1.4 PAYMENT FOR COSTS A. Contractor shall pay cutting and patching costs caused by ill-timed or defective work, or work not conforming to the Contract Documents, including costs for additional services of the Architect. Science & Technology Building - New Ceiling Peninsula College 017329 - 2 Cutting and Patching Construction Documents @LMNArchitects _ I I I I I 1 1 1 I 1 1 I I I I I I I -I 'I I II I 1.5 WARRANTY A. General: Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any warranties required or existing. PART 2 - PRODUCTS 2.1 MATERIALS I A. General: Wherever available, use materials identical in form and function to the original existing materials, or materials which are compatible and provide the same level of performance. If identical materials are not available, use materials that visually match existing adjacent surfaces to the fullest extent. Use substitute materials whose installed performance will equal or surpass that of original existing materials. 1. Where surfaces are deteriorated beyond level of reparation indicated in respective technical sections, provide additional cleaning and surface preparation as required by the respective patching and repair materials manufacturer to properly install materials. 2. Where supplementary material are indicated to cover existing substrates and assemblies, provide in accordance with best standards of practice and install in manner to match adjacent substrates and finishes as indicated. I I II I I I PART 3 - EXECUTION 3.1 INSPECTION A. Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting. If unsafe or unsatisfactory conditions are encountered, take corrective action before proceeding. B. After uncovering work, inspect conditions affecting installation of new products. 'I I I I I C. Report unsatisfactory or questionable conditions to the Architect in writing and do not proceed with the Work until further instruction is provided. 3.2 PREPARATION PRIOR TO CUTTING A. Temporary Support: Provide shoring, bracing, and support as required to maintain structural integrity of the affected portion of the Work. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations. Coordinate work with Section 024119. C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D. Provide materials and control operations to prevent spread of dust in surrounding area. Provide drop cloths or other suitable barriers. I I I E. Avoid cutting in service pipes, ducts, or conduit until provisions have been made to bypass them. Science & Technology Building - New Ceiling Peninsula College 017329 - 3 Cutting and Patching Construction Documents @LMNArchitects 3.3 PERFORMANCE I I I A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer's recommendations. 1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. I I I I 2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. 3. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill. 4. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting. Execute in manner which does not void required or existing warranties. I I 5. C. Fitting: Perform using skilled craftsmen. 1. Execute fitting and adjustment to produce finished installation complying with specified products, functions, tolerances, and finishes. 2. Fit work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. 3. At penetrations of fire-rated assemblies, completely seal with UL- or WHI-approved Firestopping assemblies. I Science & Technology Building - New Ceiling Peninsula College 017329 - 4 Cutting and Patching Construction Documents @LMNArchitects I I I I I I I I D. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance. 4. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken area containing the patch, after the patched area has received primer and second coat. 5. Patch, repair or rehang existing ceilings as necessary to provide an even plane surface of uniform appearance. .1 1 1 3.4 CLEANING A. General: Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition. 'I 1 END OF SECTION I I I I 1 I I i 1 I I I I I I Science & Technology Building - New Ceiling Peninsula College 017329 - 5 Cutting and Patching Construction Documents @LMNArcbitects I I I I II I I I I I I I I I I I I I SECTION 017400 - CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Construction and final cleaning prior to Certification of Substantial Completion for new and existing surfaces within the Work Area. B. Related Sections: 1. 015000 - Temporary Facilities And Controls: Coordination with removal, cleaning, and restoration requirements. 017000 - Execution Requirements: Protection of installed Work. 024119 - Selective Demolition 028200 - Asbestos Abatement 028300 - Lead-Related Activities 028400 - PCB-Related Activities 2. 3. 4. 5. 6. A. 1.2 SYSTEM DESCRIPTION B. C. Execute cleaning during progress of work and at completion of work as required by this section and the Conditions of the Contract. Hazards Control: 1. Store volatile wastes in covered safety containers. 2. 3. Remove containers from premises daily. Prevent accumulation of waste which creates hazardous conditions. 4. Provide adequate ventilation during use of volatile or noxious substances. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. 1 . 2. Do not burn or bury rubbish and waste materials on Project site. Do not dispose of volatile wastes or hazardous materials such as mineral spirits, oil, or paint thinner in storm or sanitary drains. Do not dispose of wastes into sewers and drainage systems. 3. PART 2 - PRODUCTS 2.1 CLEANING MATERIALS I I A. Use only materials and methods recommended by manufacturer of material being cleaned. B. C. Do not use materials with flammable or harmful vapors, which will damage surfaces, that will negatively impact the indoor air quality during and after construction, or in any way create hazards to health to occupants or property. Provide covered containers for deposit of waste materials, debris, and rubbish I Science & Technology Building - New Ceiling Peninsula College 017400 - 1 Cleaning Construction Documents @LMNArchitects D. I I Do not use Owner's containers for trash generated by cleaning or construction. PART 3 - EXECUTION I 3.1 CLEANING DURING CONSTRUCTION 3.2 A. I Execute periodic cleaning to keep building, site, and adjacent properties free of accumulations of waste materials, debris, rubbish, and wind blown debris resulting from construction operations. B. I Prior to Substantial Completion remove construction tools, scaffolding, equipment, machinery, and surplus materials. C. Broom clean and vacuum interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. I I D. Schedule cleaning operations so that dust and other contaminants will not fall on or adhere to wet or newly-coated surfaces. E. Do not throw materials from heights. F. I Open free-fall chutes not permitted. Terminate closed chutes into appropriate containers with lids. G. I I Collect and remove waste materials, debris, and rubbish from site periodically until execution of final cleaning and dispose off site in lawful manner. FINAL CLEANING A. Comply with manufacturer's instructions. B. I Remove tools, construction equipment, machinery, and surplus material from Project site. C. Cleaning: Employ experienced personnel or professional cleaning firm. 1. Clean exposed exterior and interior hard-surfaced finishes to dirt-free condition, free of stains, films, and similar foreign substances. 2. Remove labels which are not required as permanent labels. 3. Clean glossy materials to polished condition; remove foreign substances. 4. Polish reflective surfaces to clear shine. 5. Glass and glazing: a. Wash and clean both sides of glass. b. Remove putty and other substances which obscure vision. c. Replace chipped, scratched, and broken glass. 6. Clean concrete slabs in all areas and spaces. 7. Clean resilient flooring, stone flooring, tile, pavers, and other similar hard-surface flooring, including associated bases. Refer to individual Specification sections for requirements of sealing, buffing, waxing, and polishing. 8. Clean carpet and similar soft surfaces, removing debris, soil, and excess nap. 9. Clean exposed surfaces of equipment; remove excess lubrication. 10. Clean plumbing fixtures, drinking fountains, and similar equipment to sanitary condition. I I I I I I I Science & Technology Building - New Ceiling Peninsula College 017400 - 2 Cleaning Construction Documents @LMNArchitects I I I I 11. Clean light fixtures and lamps; replace burned-out lamps. D. Heating and Ventilating Systems: 1. Clean airways, blowers, and grilles. I I E. Site: 1. 2. 3. 4. Clean areas disturbed by construction activities, including landscape areas, free of rubbish, litter and foreign substances. Sweep paved areas to broom clean condition. Remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted to even-textured surface. I I I F. Remove waste, foreign matter, and debris. G. Prior to final completion, conduct inspection of sight-exposed interior surfaces, exterior surfaces, and associated work areas to verify that entire Work is clean. H. Maintain cleaning until Project, or portion thereof, is accepted by Owner. I END OF SECTION I I I I I I I I I I I I I Science & Technology Building - New Ceiling Peninsula College 017400 - 3 Cleaning Construction Documents _ @LMNArcbitects I I I SECTION 017700 - CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY I I I I I I 1.2 I I I I I I I I I A. Section Includes: Administrative and procedural requirements for project closeout. The requirements of this Section are in addition to those stated in the General Conditions. This Section includes, but not limited to, the following: 1. Substantial Completion requirements. 2. Final Completion and acceptance requirements. 3. Release of retainage. 4. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 16. B. Related Sections: 1. 2. 017800 - Closeout Submittals. Divisions 21 though 28: Starting, testing, demonstrations, and instruction of Owner's personnel for building services equipment. PREREQUISITES TO SUBSTANTIAL COMPLETION A. Complete items in following paragraphs before requesting Certification of Substantial Completion, either for entire Work or for portions of Work. B. Conduct inspection to substantiate basis for request that Work is substantially complete. Create comprehensive list (initial punch list) indicating items to be completed or corrected, value of incomplete or non-conforming work, reason for being incomplete, and date of anticipated completion for each item. Include copy of list with request for Certificate of Substantial Completion. C. Submit statement showing accounting of changes to Contract Sum. D. Advise Owner of pending insurance change-over requirements at final payment. E. Obtain and submit releases enabling Owner's full, unrestricted use of Project and access to services and utilities. Include certificate of occupancy, operating certificates, and similar releases from authorities having jurisdiction and utility companies. F. Submit project record documents in compliance with Section 017800, maintenance manuals, construction photographs of existing conditions, and other similar final record data. G. Deliver tools, spare parts, extra stocks of materials, and similar physical items to Owner. H. Make final change-over of locks eliminating construction masterkey system and transmit keys directly to Owner. Advise Owner's personnel of change-over in security provisions. I. Comply with requirements of Section 015000 for restoring permanent systems operated prior to Substantial Completion. I Science & Technology Building - New Ceiling Peninsula College 017700 - 1 Closeout Procedures Construction Documents @LMNArchitects 1.3 1.4 J. I I Discontinue and remove temporary facilities and services from Project site, along with construction tools, mock-ups, and similar elements. K. Perform final cleaning in accordance with Section 017400. I L. Touch-up and otherwise repair and restore marred exposed finishes. SUBSTANTIAL COMPLETION REVIEW I I A. When Contractor considers Work to be substantially complete, submit to Architect: 1. Written certificate that Work, or designated portion, is substantially complete. 2. List of items to be completed or corrected (initial punch list). B. I Within 7 days after receipt of request for Substantial Completion, Architect will make site review to determine whether Work or designated portion is substantially complete following procedures indicated in Conditions of the Contract. C. I I Should Architect determine that Work is not substantially complete: 1. Architect will promptly notify Contractor in writing, stating reasons for its opinion. 2. Contractor shall remedy deficiencies in Work and send second written request for Substantial Completion to Architect. 3. Architect will re-perform review of Work. I D. When Architect finds that Work is substantially complete, Architect will: 1. Prepare Certificate of Substantial Completion on AlA Form G704, accompanied by Contractor's list of items to be completed or corrected as verified and amended by Architect and Owner (final punch list). 2. Submit Certificate to Owner and Contractor for their written acceptance of responsibilities assigned to them in the Certificate. I I I I I I E. After Work is substantially complete, Contractor shall: 1. Allow Owner occupancy of Project under provisions stated in Certificate of Substantial Completion (AlA Document G704). 2. Complete work listed for completion or correction within time period stipulated. PREREQUISITES FOR FINAL COMPLETION A. Complete items in following paragraphs before requesting final acceptance and final payment. List known exceptions, if any. in request. B. When Contractor considers Work to be complete, submit written certification that: 1. Contract Documents have been reviewed. 2. Work has been examined for compliance with Contract Documents. 3. Work has been completed in accordance with Contract Documents. 4. Work is completed and ready for final inspection. I I C. Submit final punch list indicating all items have been completed or corrected. Closeout Procedures Construction Documents @LMNArchitects I Science & Technology Building - New Ceiling Peninsula College 017700 - 2 I I I I E. F. G. H. I. 1.5 A. I I II I I I I D. Submit final payment request with final releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required. Submit specified warranties, workmanship/maintenance bonds, maintenance agreements, and other similar documents in accordance with Section 017800. Submit records of training sessions for new building and laboratory equipment in accordance with Related Sections. Submit updated accounting statement for final changes to Contract Sum. Submit consent of surety to final payment. Perform final cleaning for Contractor soiled areas in accordance with Section 017400. FINAL COMPLETION REVIEW Within 7 days after receipt of request for final review, Architect will make site review to determine whether Work or designated portion is complete following procedures indicated in Conditions of the Contract. B. Should Architect consider Work to be incomplete or defective: 1. Architect will promptly notify Contractor, in writing, listing incomplete or defective work. 2. Contractor shall take immediate steps to remedy stated deficiencies and send second written request to Architect that Work is complete. 3. Architect will reinspect Work. 1.6 REVISITS FOR SITE REVIEWS I II I :1 I il I. 1.7 1.8 I I A. Should Architect have to re-perform site reviews due to failure of Work to comply with claims of completion made by Contractor, Owner will reimburse Architect for such additional services and will deduct amount of compensation from final payment to Contractor. EVIDENCE OF PAYMENTS AND RELEASE OF LIENS A. Submit Contractor's affidavit of Payment of Debts and Claims on AlA Document G706. B. Submit Contractor's affidavit of Release of Liens on AlA Document G706A with: 1. Consent of Surety to Final Payment: AlA G707. 2. Contractor's Release or Waiver of Liens. 3. Separate releases or waivers of liens from subcontractors, suppliers and others with lien rights against property of Owner, together with list of those parties. C. Execute submittals before delivery to Owner. FINAL ADJUSTMENT OF ACCOUNTS A. Submit final statement of accounting to Architect. B. Show adjustments to Contract Sum: 1 . Original Contract Sum. I Science & Technology Building - New Ceiling Peninsula College 017700 - 3 Closeout Procedures Construction Documents @LMNArchitef;ts Science & Technology Building - New Ceiling Peninsula College 017700 - 4 Closeout Procedures Construction Documents @LMNArchitects I I I I I I I I I I I I I I I I I I I 2. Additions and deductions resulting from: a. Previous Change Orders. b. Deductions for uncorrected Work. c. Deductions for liquidated damages. d. Deductions for inspection payments. e. Other adjustments. 3. Total Contract Sum as adjusted. 4. Previous payments. 5. Retainage. 6. Sum remaining due. C. Architect will prepare final Change Order reflecting approved adjustments to Contract Sum which are not included in Change Orders previously processed. 1.9 FINAL APPLICATION FOR PAYMENT A. Submit final Application for Payment in accordance with procedures and requirements stated in Conditions of the Contract. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION I I I I I I I I I I I I I I I I I I I SECTION 017800 - CLOSEOUT SUBMITTALS PART 1 - GENERAL 1.1 RECORDING 1.2 A. B. 1.3 A. B. C. 1.4 A. A. Post changes and modifications to record documents as they occur. Do not wait until end of Project. Architect will periodically review record documents to assure compliance with this requirement. B. Related Sections: 1. 014500 - Quality Control: Testing laboratory services reports. SUBMITTAL Deliver closeout submittals and samples to Architect for transmittal to Owner. Include typed list identifying each item submitted as closeout document. SPARE PARTS AND MAINTENANCE MATERIALS Provide tools, spare parts, maintenance and extra stock materials in quantities specified in individual Specification sections. Deliver to Project site and place in locations as directed; obtain receipt from subcontractors and suppliers. Submit letter at time of inspection for Substantial Completion listing items and quantities; attach receipts. RECORD DOCUMENT REQUIREMENTS Maintain at Project site record copy of: 1. Project Manual. 2. Contract Drawings. 3. Addenda. 4. Change Orders, Change Directives, Supplemental Instructions, and other modifications to Contract. 5. Approved shop drawings, product data, samples, and similar required submittals. 6. Approved substitutions. 7. Reports of inspection and testing agencies. 8. Inspection certificates. 9. Manufacturer's certificates, manufacturer's instructions, and reports of manufacturer's field observations. 10. Samples. 11. Other items indicated in various sections within Division 1. Science & Technology Building - New Ceiling Peninsula College 017800 - 1 Closeout Submittals Construction Documents @LMNArchitects 1.5 B. Store record documents and samples in field office apart from documents used for construction. Provide files and racks for secure storage. . I I I C. Label and file documents and samples in accordance with section number listings in Table of Contents of Project Manual. Label each item PROJECT RECORD DOCUMENT in stamped or printed letters in prominent location on each Drawing. D. I I I I Maintain documents and samples in clean, dry, legible condition; do not use for construction purposes. E. Record information concurrently with construction progress. Do not permanently conceal any work until required information has been recorded. F. Make documents available for review by Architect and Owner during construction period. G. Copies and Distribution: Unless otherwise indicated, submit complete list of Project record documents to Architect and including for Owner's Use. Documents shall be organizes into protective containers approved by Owner, labeled PROJECT RECORD DOCUMENT and transmitted in accordance with Architects instructions. CONTRACT DRAWINGS AND SHOP DRAWINGS I A. Legibly mark drawings to record actual construction which varies appreciably from Contract Documents. Give particular attention to information on concealed elements which would be difficult to identify or measure and record later. I I B. Items required to be marked include but are not limited to: 1. Dimensional changes to Drawings. 2. Show inverts and horizontal locations of underground utilities and appurtenances, referenced to permanent surface improvements or building column line. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of construction. 4. Revisions to routing of piping and conduits: 5. Revisions to electrical circuitry. 6. Actual equipment locations. 7. Changes made by addenda, change orders, change directives, supplemental instructions, and other issued modifications. 8. References to related shop drawings and other similar detailed modifications. I I I I I C. Mark-up Procedures: 1. Mark completely and accurately record prints of Contract Drawings or shop drawings, whichever is most capable of showing actual physical conditions. Where shop drawings are marked, show cross-reference on Contract Drawings location. 2. Mark record sets with red erasable colored pencil; use other colors to distinguish between changes for different categories of Work at same location. 3. Mark important additional information which was either shown schematically or omitted from original Drawings 4. Record modifications caused by Supplemental Instructions, Construction Change Directives, Change Orders, Alternates, and similar modifications, including changes made by Architect's approved substitutions. I I I Science & Technology Building - New Ceiling Peninsula College 017800 - 2 Closeout Submittals Construction Documents @LMNAcchitects I I I I I 5. Accurately record information using understandable technique; i.e., for conditions not constructed, X-out and mark "Not Constructed", and for revisions, provide with 'Cloud' and indicate with date and change authorization. 6. Record data as soon as possible after it has been obtained. In case of concealed installations, record and check mark-up prior to concealment. I I I I I I D. Preparation of Reproducible Documents: 1. Immediately prior to request for Substantial Completion, review completed marked-up Record Drawings with Architect for acceptance. 2. When authorized, prepare full set of corrected reproducible Contract Drawings and shop drawings. 3. Incorporate changes and additional information previously marked on print sets. Erase, redraw, and add details and notations where applicable. Identify each Record Drawing with words, "AS-BUILT" and date. E. Contractor's Options: Contractor may use electronic media as an option for recording changes in accordance with requirement below for "USE OF ARCHITECT'S ELECTRONIC MEDIA FOR AS-BUILT RECORD DRAWING SUBMITTAL". I F. Media Type And Distribution: 1. Bind 'As-Builts' / reproducible documents with durable paper cover sheets, with appropriate identification, including titles, dates and other information on cover sheets. 2. Organize 'As-Builts' / reproducible documents into sets matching print sets. Place set in durable tube-type drawing containers with end caps. Mark end cap of each container with suitable identification. 3. PDF Format Requirements: Provide files in Adobe PDF format on a CD or DVD clearly labeled with project name, lMN project number, discipline, and date of issue of included files (not date CD was prepared). a. File Index: Provide a file index of sheet in Excel format. Sheet number shall be in the first column and sheet name (see naming convention) shall be in the second column. b. PDF File Format: 1) Produce files conforming to most recent Adobe PDF file format. 2) Provide files in vector format. 3) Files shall be rotated, scaled, and cropped to match plotted sheets. 4) Each file shall contain one and only one sheet and be named as follows: 5) Sheet Number (e.g. E401.pdf) 4. Distribution: After Contractor's notification of completing Record Drawings and at Substantial Completion, submit following to Architect for Owner's records: a. To Owner: One (1) complete set of reproducible documents, and one (1) complete set of PDF Formatted files. b. To Architect: One (1) complete set of PDF Formatted files, including Contractor's original marked-up set. I I I I I I ! I I. 1.6 PROJECT MANUALS A. legibly mark-up manuals to record actual construction, including: 1. Manufacturer, trade name, and model number of each product actually installed, including product options and approved substitutions. 2. Changes made by addenda. I Science & Technology Building - New Ceiling Peninsula College 017800 - 3 Closeout Submittals Construction Documents @LMNArchitects Science & Technology Building - New Ceiling Peninsula College 017800 - 4 Closeout Submittals Construction Documents @LMNArchitects I I I I I I I I I I I I I I I I I I I 3. Changes made by change order, field order, supplemental instructions, and other issued modifications. 4. Changes made by Architect's approved substitutions. B. Distribution: Submit original mark up set, and one (1) copy for Owner's use. 1.7 USE OF ARCHITECT'S ELECTRONIC MEDIA FOR AS-BUILT RECORD DRAWING SUBMITTALS A. Subject to the Contractor's acceptance of the terms and conditions of the Electronic Media Release Form, the Architect will furnish construction documents in disk form to record actual construction which varies appreciably from Contract Documents. B. Data will be incorporated onto electronic media by the Contractor upon Architect's review and approval. C. Upon completion of PROJECT RECORD DOCUMENTATION return all files a directed by the Architect. PART2-PRODUCTS-NOTUSED PART 3 - EXECUTION - NOT USED END OF SECTION I I I LMNARCHITECTS ELECTRONIC MEDIA RELEASE FORM I I I I LMN Architects agrees to provide electronic information for project subject to the following terms and conditions. Electronic media will be furnished in CAD format. Possession of the electronic media is evidence of recipient's acceptance of, and agreement with, the following conditions: 1. Due to the potential that information set forth on electronic media (hereinafter referred to as "disk" or "electronic media") can be modified unintentionally or otherwise, LMN reserves the right to remove all indications of its ownership, name, and/or involvement from electronic media not in its possession. 2. The use of this electronic media is restricted to the original site and project for which it was prepared. Reuse or reproduction of the disk, data or documents prepared from, by or with this electronic media for any other purpose than that for which the material was intended, is strictly prohibited. I 3. Electronic media will be furnished one time to the General Contractor or General Contractor/Construction Manger who may in turn make it the media or its contents available to sub- contractors and suppliers. It is the responsibility of the G.C. or G.C./C.M. to ensure that parties to who this information is provided are made aware of and abide by all other terms and provisions of this agreement. I I I I I I I I 4. Recipient recognizes that information stored on electronic media, including, but not limited to, the computer disk prepared by LMN, or electronic files posted to the project website may not be 100% compatible with their own computer system due to differences in computer hardware and software, or may be subject to translation errors, In addition, recipient recognizes that designs, plans and data stored on electronic media, including but not limited to the computer disk, may be subject to undetectable alteration and/or uncontrollable deterioration. It, for any reason, a conflict occurs between information contained in the electronic media and stamped, signed documents, the information on stamped, signed documents shall govern. I I 5. In light of the foregoing, the recipient recognizes and acknowledges that the use of such electronic media will be at their sole risk and without any liability or legal exposure to LMN. No warranties of any nature, whether express or implied, shall attach to the electronic media or the information contained thereon. Furthermore, recipient hereby releases and shall, to the fullest extent permitted by law, defend, indemnify and hold harmless LMN from any and all claims, damages, losses and expenses ("Claims") including attorney's fees arising out, or resulting from the use of such disk, or data contained on such disk, including but not limited to, Claims involving the completeness or accuracy of any data or information contained on the electronic media. 6. Notwithstanding LMN's agreement to provide electronic information pursuant to this Agreement, nothing shall be construed to create contractual privity or benefit between recipient and LMN except as is necessary for LMN to enforce these express, limited terms and conditions. 7. Recipient agrees that this signed release form is to be received at the office of LMN Architects prior to receiving the electronic media. AGREED: Recipient Signature, Title Date Firm Revised: 2//23/04 I 801 SECOND AVENUE, SUITE 501 SEATTLE, WASHINGTON 9.8104 206.682.3460 FAX 343.9388 I I I I I I I I I I I I I I I I I I I SECTION 092116 - GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Gypsum board partitions, ceilings, soffits, and shaftwall. 1. Metal framing systems. 2. Panel products. 3. Trim and finishing. 1.2 QUALITY ASSURANCE A. Mockups for the following: 1. Levels of gypsum board finish for use in exposed locations. 1.3 STORAGE AND HANDLING A. Store materials inside under cover and keep them dry and protected against damage from weather, condensation, direct sunlight, construction traffic, and other causes. Stack panels flat to prevent sagging. 1. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. PART 2 - PRODUCTS 2.1 PANEL PRODUCTS A. Interior Gypsum Board: 1. ASTM C 1396, Type X. 2. Ceiling Type: Manufactured to have more sag resistance than regular-type gypsum board. 2.2 FRAMING MATERIALS A. Framing Members, General: Comply with ASTM C 754 for conditions indicated. 1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal, unless otherwise indicated. 2. Protective Coating: Coating with equivalent corrosion resistance of ASTM A 653/A 653M, G40, hot-dip galvanized, unless otherwise indicated. B. Suspension Systems: 1. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, O.162-inch (4.12- mm) diameter. 2. Grid Suspension System for Ceilings: ASTM C 645, direct-hung system composed of main beams and cross-furring members that interlock. Acceptable products include: a. Armstrong World Industries, Inc.; Drywall Grid Systems. b. Chicago Metallic Corporation; 640-C Drywall Furring System. Science & Technology Building - New Ceiling Peninsula College 092116 - 1 GYPSUM BOARD ASSEMBLIES Construction Documents @LMNArchitec1s Science & Technology Building - New Ceiling Peninsula College 092116 - 2 GYPSUM BOARD ASSEMBLIES Construction Documents @LMNArchitects I I I I I I I I I I I I I I I I I I I c. USG Corporation; Drywall Suspension System. C. Framing: 1. Studs and runners: ASTM C 645, minimum 0.0179 inch (25 gage) thickness. 2. Cold-Rolled Channel Bridging: 0.0538-inch (1.37-mm) bare-steel thickness, with minimum 1/2-inch- (12.7-mm-) wide flanges. 3. Hat-shaped, rigid furring channels: ASTM C 645, minimum 0.0179 inch (25 gage) thickness. 2.3 AUXILIARY MATERIALS A. Interior Trim: ASTM C 1047. 1. Material: Galvanized or aluminum-coated steel sheet, rolled zinc, plastic, or paper-faced galvanized steel sheet. 2. Shapes: a. Cornerbead. b. L-Bead: L-shaped; exposed long flange receives joint compound. c. Expansion (control) joint. d. Curved-Edge Cornerbead: With notched or flexible flanges. B. Joint Tape: 1. For paper-faced panels: Paper C. Steel drill screws: ASTM C 1002 D. Track fasteners: Shot-pins. PART 3 - EXECUTION 3.1 DRYWALL FRAMING - GENERAL A. Erect framing systems in accordance with ASTM C754, except where exceeded by pertinent codes and regulations for rated construction and recommendations of the manufacturer and where otherwise detailed; securely anchor all members in position. B. Install suspension systems to comply with ASTM C636, as required to support all design loads, and with manufacturer's directions. Support suspension system from overhead construction in solid and permanent manner, fully capable of carrying imposed loads. In no case shall deflection exceed 1/360 of any span. 3.2 GYPSUM BOARD INSTALLATION A. Comply with more stringent requirements of GA 216, ASTM C840, manufacturer, and these Specifications. B. Install gypsum board in accordance with GA 600 for fire-rated assemblies. 3.3 LEVELS OF FINISH: A. Comply with GA-214; italicized commentary is excluded; replace words "may" and "should" with "shall." I I I I I I I I I I I I I I I I I I I 1. Locations to Receive Level 4 Finish: Areas to be painted. END OF SECTION Science & Technology Building - New Ceiling Peninsula College 092116 - 3 GYPSUM BOARD ASSEMBLIES Construction Documents @LMNArchitects SECTION 095113 - ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1 .1 SUMMARY 1.2 A. B. C. D. 1.3 A. B. A. Section Includes: 1. Acoustical lay-in panels and exposed suspension systems for ceilings. DEFINITIONS AC: Articulation Class. CAC: Ceiling Attenuation Class. LR: Light Reflectance coefficient. NRC: Noise Reduction Coefficient. SUBMITTALS Product Data: For each type of product indicated. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which the following items are shown and coordinated with each other, based on input from installers of the items involved: 1. Ceiling suspension system members. 2. Method of attaching hangers to building structure. a. Furnish layouts for cast-in-place anchors, clips, and other ceiling attachment devices whose installation is specified in other Sections. 3. Ceiling-mounted items including lighting fixtures, diffusers, grilles, speakers, sprinklers, access panels, and special moldings. 4. Minimum Drawing Scale: 1/8 inch = 1 foot. C. Samples for Verification: For each component indicated and for each exposed finish required, prepared on Samples of size indicated below. 1. Acoustical Panel: Set of 12-inch- square Samples of each type, color, pattern, and texture. 2. Exposed Suspension System Members, Moldings, and Trim: Set of 12-inch- long Samples of each type, finish, and color. 1.4 QUALITY ASSURANCE A. Source Limitations: 1. Acoustical Ceiling Panel: Obtain each type through one source from a single manufacturer. 2. Suspension System: Obtain each type through one source from a single manufacturer. B. Source Limitations: Obtain each type of acoustical ceiling panel and supporting suspension system through one source from a single manufacturer. Science & Technology Building - New Ceiling Peninsula College 095113 - 1 Acoustical Panel Ceilings Construction Documents @LMNArchitects C. I I I Seismic Standard: Provide acoustical panel ceilings designed and installed to withstand the effects of earthquake motions according to the following: 1. CISCA's Guidelines for Systems Requiring Seismic Restraint: Comply with CISCA's "Guidelines for Seismic Restraint of Direct-Hung Suspended Ceiling Assemblies--Seismic Zones 3 & 4." 2. ASCE 7, "Minimum Design Loads for Buildings and Other Structures": Section 9, "Earthquake Loads." I 1.5 DELIVERY, STORAGE, AND HANDLING 1.6 A. I Deliver acoustical panels, suspension system components, and accessories to Project site in original, unopened packages and store them in a fully enclosed, conditioned space where they will be protected against damage from moisture, humidity, temperature extremes, direct sunlight, surface contamination, and other causes. I I B. Before installing acoustical panels, permit them to reach room temperature and a stabilized moisture content. C. Handle acoustical panels carefully to avoid chipping edges or damaging units in any way. PROJECT CONDITIONS I A. Environmental Limitations: Do not install acoustical panel ceilings until spaces are enclosed and weatherproof, wet work in spaces is complete and dry, work above ceilings is complete, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. 1. Pressurized Plenums: Operate ventilation system for not less than 48 hours before beginning acoustical panel ceiling installation. I I 1.7 COORDINATION I A. Coordinate layout and installation of acoustical panels and suspension system with other construction that penetrates ceilings or is supported by them, including light fixtures, HV AC equipment, fire-suppression system, and partition assemblies. I I I I 1.8 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Acoustical Ceiling Panels: Full-size panels equal to 2.0 percent of quantity installed. 2. Suspension System Components: Quantity of each exposed component equal to 2.0 percent of quantity installed. PART 2 - PRODUCTS 2.1 ACOUSTICAL PANEL CEILINGS I A. "ACT-1 ": 1. Lay-in Panels: Armstrong "Ultima Tegular", Item No. 1912, or approved equal meeting the following: a. Color: White. b. LR: Not less than 0.89 percent. I I Science & Technology Building - New Ceiling Peninsula College 095113 - 2 Acoustical Panel Ceilings Construction Documents @LMNArchitects I -- ------- I I I I I I 2.2 I A. I I I I I I I I I I 2.3 I I c. NRC: Not less than 0.90. d. Edge/Joint Detail: "Beveled Tegular" (reveal sized to fit flange of exposed suspension system members). e. Thickness: 3/4 inch. f. Modular Size: 24 by 24 inches. 2. Heavy Duty Exposed Grid Suspension System: Armstrong World Industries "Suprafine XL", or approved equal as follows a. Narrow Face, Double-Web, Steel Suspension System: Main and cross runners roll formed from cold-rolled steel sheet, prepainted, electrolytically zinc coated, or hot- dip galvanized according to ASTM A 653/A 653M, not less than G30 coating designation, with prefinished 9/16-inch- wide exposed face. b. Structural Classification: Heavy-duty system. c. Finish: Painted white. ACOUSTICAL PANELS, GENERAL Manufacturer: Subject to compliance with requirements, provide products of one of the following: 1. Armstrong World Industries, Inc. 2. BPB USA. 3. Ecophon CertainTeed, Inc. 4. USG Interiors, Inc. B. Recycled Content: Provide acoustical panels with recycled content such that postconsumer recycled content plus one-half of preconsumer recycled content constitutes a minimum of 23 percent by weight. C. Acoustical Panel Standard: Provide manufacturer's standard panels of configuration indicated that comply with ASTM E 1264 classifications as designated by types, patterns, acoustical ratings, and light reflectances, unless otherwise indicated. 1. Mounting Method for Measuring NRC: Type E-400; plenum mounting in which face of test specimen is 15-3/4 inches away from test surface per ASTM E 795. D. Acoustical Panel Colors and Patterns: Match appearance characteristics indicated for each product type. 1. Where appearance characteristics of acoustical panels are indicated by referencing pattern designations in ASTM E 1264 and not manufacturers' proprietary product designations, provide products selected by Architect from each manufacturer's full range that comply with requirements indicated for type, pattern, color, light reflectance, acoustical performance, edge detail, and size. METAL SUSPENSION SYSTEMS, GENERAL A. Recycled Content: Provide products made from steel sheet with average recycled content such that postconsumer recycled content plus one-half of preconsumer recycled content is not less than 25 percent. B. Metal Suspension System Standard: Provide manufacturer's standard direct-hung metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable requirements in ASTM C 635. Science & Technology Building - New Ceiling Peninsula College 095113 - 3 Acoustical Panel Ceilings Construction Documents @LMNArchitects C. Finishes and Colors, General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Provide manufacturer's standard factory-applied finish for type of system indicated. 1. High-Humidity Finish: Comply with ASTM C 635 requirements for "Coating Classification for Severe Environment Performance" where high-humidity finishes are indicated. D. Attachment Devices: Size for five times the design load indicated in ASTM C 635, Table 1, "Direct Hung," unless otherwise indicated. Comply with seismic design requirements. 1. Anchors in Concrete: Anchors of type and material indicated below, with holes or loops for attaching hangers of type indicated and with capability to sustain, without failure, a load equal to five times that imposed by ceiling construction, as determined by testing per ASTM E 488 or ASTM E 1512 as applicable, conducted by a qualified testing and inspecting agency. a. Type: Cast-in-place anchors. b. Corrosion Protection: Carbon-steel components zinc plated to comply with ASTM B 633, Class Fe/Zn 5 (0.005 mm) for Class SC 1 service condition. 2. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hangers of type indicated, and with capability to sustain, without failure, a load equal to 10 times that imposed by ceiling construction, as determined by testing per ASTM E 1190, conducted by a qualified testing and inspecting agency. E. Wire Hangers, Braces, and Ties: Provide wires complying with the following requirements: 1. Zinc-Coated, Carbon-Steel Wire: ASTM A 641/ A 641 M, Class 1 zinc coating, soft temper. 2. 3. 4. Stainless-Steel Wire: ASTM A 580/A 580M, Type 304, nonmagnetic. Nickel-Copper-Alloy Wire: ASTM B 164, nickel-copper-alloy UNS No. N04400. Size: Select wire diameter so its stress at 3 times hanger design load (ASTM C 635, Table 1, "Direct Hung") will be less than yield stress of wire, but provide not less than 0.106-inch- diameter wire. F. Seismic Stabilizer Bars: Manufacturer's standard perimeter stabilizers designed to accommodate seismic forces. G. Seismic Struts: Manufacturer's standard compression struts designed to accommodate seismic forces. H. Seismic Clips: Manufacturer's standard seismic clips designed and spaced to secure acoustical panels in-place. 2.4 METAL EDGE MOLDINGS AND TRIM A. Manufacturer: Same as suspension system grid members. B. Roll-Formed, Sheet-Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations that comply with seismic design requirements; formed from sheet metal of same material, finish, and color as that used for exposed flanges of suspension system runners. 1. Provide manufacturer's standard edge moldings that fit acoustical panel edge details and suspension systems indicated and that match width and configuration of exposed runners, unless otherwise indicated. Science & Technology Building - New Ceiling Peninsula College 095113 - 4 Acoustical Panel Ceilings Construction Documents @LMNArchitects I I I I I I I I I I I I I I I I I I I I I I I 2. For circular penetrations of ceiling, provide edge moldings fabricated to diameter required to fit penetration exactly. PART 3 - EXECUTION 3.1 EXAMINATION I A. Examine substrates, areas, and conditions, including structural framing to which acoustical panel ceilings attach or abut, with Installer present, for compliance with requirements specified in this and other Sections that affect ceiling installation and anchorage and with requirements for installation tolerances and other conditions affecting performance of acoustical panel ceilings. 1. Proceed with installation only after unsatisfactory conditions have been corrected. I I I 3.2 PREPARATION A. Measure each ceiling area and establish layout of acoustical panels to balance border widths at opposite edges of each ceiling. Avoid using less-than-half-width panels at borders, and comply with layout shown on reflected ceiling plans. I I B. Establish locations of anchors in overhead structure. locate anchors on lower flute of metal deck only. Remove sufficient existing sprayed acoustical material (non-hazardous substance, K-13 trade name) to allow anchors to be properly placed. No repair of acoustical material required. 3.3 INSTAllATION A. General: Install acoustical panel ceilings to comply with ASTM C 636 and seismic design requirements indicated, per manufacturer's written instructions and CISCA's "Ceiling Systems Handbook. " I I I B. Suspend ceiling hangers from building's structural members and as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structure or of ceiling suspension system. 2. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 3. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with location of hangers at spacings required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. 4. Secure wire hangers to ceiling suspension members and to supports above with a minimum of three tight turns. Connect hangers directly either to structures or to inserts, eye screws, or other devices that are secure and appropriate for substrate and that will not deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. 5. Do not support ceilings directly from permanent metal forms or floor deck. Fasten hangers to cast-in-place hanger inserts, post installed mechanical anchors, or power- actuated fasteners that extend through forms into concrete. 6. When steel framing does not permit installation of hanger wires at spacing required, install carrying channels or other supplemental support for attachment of hanger wires. 7. Do not attach hangers to steel deck tabs. 8. Do not attach hangers to steel roof deck. Attach hangers to structural members. I I I I I I Science & Technology Building - New Ceiling Peninsula College 095113 - 5 Acoustical Panel Ceilings Construction Documents @LMNArchitects I I 9. Space hangers not more than 48 inches o.c. along each member supported directly from hangers, unless otherwise indicated; provide hangers not more than 8 inches from ends of each member. 10. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards and publications. I I C. Secure bracing wires to ceiling suspension members and to supports with a minimum of four tight turns. Suspend bracing from building's structural members as required for hangers, without attaching to permanent metal forms, steel deck, or steel deck tabs. Fasten bracing wires into concrete with cast-in-place or postinstalled anchors. I D. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels. 1. Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of moldings before they are installed. 2. Screw attach moldings to substrate at intervals not more than 16 inches o.c. and not more than 3 inches from ends, leveling with ceiling suspension system to a tolerance of 1/8 inch in 12 feet. Miter corners accurately and connect securely. 3. Do not use exposed fasteners, including pop rivets, on moldings and trim. I I I E. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent, or kinked members. I F. I Install acoustical panels with undamaged edges and fit accurately into suspension system runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat, precise fit. 1. For square-edged panels, install panels with edges fully hidden from view by flanges of suspension system runners and moldings. 2. For reveal-edged panels on suspension system runners, install panels with bottom of reveal in firm contact with top surface of runner flanges. 3. Paint cut edges of panel remaining exposed after installation; match color of exposed panel surfaces using coating recommended in writing for this purpose by acoustical panel manufacturer. I I I I I I 3.4 FIELD QUALITY CONTROL A. Owner will employ testing agency per Section 014500 for testing required by this section. Contractor is responsible for costs of retesting. B. Tests and Inspections: Testing and inspecting of completed installations of acoustical panel ceiling hangers and anchors and fasteners shall take place in successive stages, in areas of extent and using methods as follows. Do not proceed with installations of acoustical panel ceiling hangers for the next area until test results for previously completed installations of acoustical panel ceiling hangers show compliance with requirements. 1. Extent of Each Test Area: When installation of ceiling suspension systems on each floor has reached 20 percent completion but no panels have been installed. a. Within each test area, testing agency will select 1 of every 10 power-actuated fasteners and postinstalled anchors used to attach hangers to concrete and will test them for 200 Ibf of tension; it will also select one of every 2 post installed anchors used to attach bracing wires to concrete and will test them for 440 Ibf of tension. I I I I Science & Technology Building - New Ceiling Peninsula College 095113 - 6 Acoustical Panel Ceilings Construction Documents @LMNArchitects I I I I b. When testing discovers fasteners and anchors that do not comply with requirements, testing agency will test those anchors not previously tested until 20 pass consecutively and then will resume initial testing frequency. C. Remove and replace acoustical panel ceiling hangers and anchors and fasteners that do not pass tests and inspections and retest as specified above. 3.5 CLEANING A. Clean exposed surfaces of acoustical panel ceilings, including trim, edge moldings, and suspension system members. Comply with manufacturer's written instructions for cleaning and touchup of minor finish damage. Remove and replace ceiling components that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. I I I I END OF SECTION I I I I I I I I I I I Science & Technology Building - New Ceiling Peninsula College 095113 - 7 Acoustical Panel Ceilings Construction Documents @LMNArchitects I I I I I I I I I I I I I I I I SECTION 099100 - PAINTS AND COATINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: In general, the principle items of work include, but are not limited to, the following: 1. Preparation of surfaces. 2. Painting and finishing of all exposed-to-view interior gypsum board surfaces. 1.2 DEFINITIONS A. Exposed Surfaces: The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, covers, grilles, and similar components are in place. Extend painting in these areas as required to maintain the system integrity and provide desired protection. B. DFM (dry film mils): Minimum thickness, measured in mils (1 inch), of a coat of paint in the cured state. 1.3 SUBMITTALS A. Product Data: Submit complete list of products proposed for use, including technical data on each product to verify compliance; organize list to indicate painting systems to be used with each substrate. 1. Submittal shall contain any proposed revisions to specifications (e.g. surface preparation, method of application, etc.) which painting contractor feels are necessary in their execution of the Contract. 2. Any proposed revisions must be approved by the Architect prior to proceeding with the Work. B. Samples: Using approved paint products, prepare and submit samples of each type of finish, gloss level, and color for approval. Refer to article "Paint Colors" under PART 2 PRODUCTS for requirements. Label samples with color number, product name and date. Provide three (3) samples of each color and sheen. 1. Prepare paint samples on 8-1/2 inch by 11 inch heavy, durable non porous paper. 2. Adjustments to the overall sheen in anyone or more of the colors may be required. Such adjustments (if any) shall be made at no additional cost. Additional samples will be required should adjustments be made. 1.4 PROJECT CONDITIONS I I A. Protection: Protect surrounding areas against damage due to painting operations. At a minimum, surrounding areas shall be covered with polyethylene sheeting and waterproof masking tape. The Owner shall not be responsible for Contractor's selection or method of protection. 1 . Protective coverings shall be secured against wind and shall be vented to prevent collection of moisture on covered surfaces. I Science & Technology Building - New Ceiling Peninsula College 09 91 00 - 1 Paints and Coatings Construction Documents @LMNArchitects A. Manufacturers: Refer to Paint Schedule at end of this Section for manufacturer's product names and paint systems which are included to establish the required level of quality. Additionally the following list of manufacture's are acceptable, contingent upon meeting level of paint quality indicated in PAINT SCHEDULE, and for which a substitution request is not required. 1. ICI Dulux Paints / Devoe Performance Coatings 2. Benjamin-Moore 3. Kelly-Moore Paints. 4. Parker Paints/Frazee 5. Sherwin Williams: 6. Tnemec Company. I I I I I I I I I I I I I I I PART 2 - PRODUCTS 2.1 PAINT MATERIALS - GENERAL 2.2 B. Paint Grade: Professional grade coatings meeting the equivalent performance requirements listed in the Master Painter Institute Approved Product List and suitable for its intended use. C. Colors: Each paint color must be accurately mixed to ensure color continuity. No allowance will be granted for mismatched paint of the same color when viewed under normal lighting conditions. D. Provide primer and finish coats which are compatible with each other and with prime coats provided under other Sections. Provide barrier coats over incompatible primers or remove and re-prime as required. E. Tint each undercoat a lighter shade than finish coat so that numbers of coats can be easily discerned. No color mixing will be allowed at the job-site. F. Thinner: Type as recommended by the paint manufacturer. Use thinner only when recommended by the paint manufacturer, and then only in a quantity as indicated on the label. G. Secondary Products: Secondary products not specified by name and required for the job such as shellac, oils, patching compounds, putty, etc., shall be "best grade" products. PRIMERS AND UNDERCOATS A. Gypsum Board Primer: ICI Dulux Prep + Prime 1040 High Build or approved equal latex primer capable of minimum 4-mil dry film thickness without sags or runs single coat coverage. 1. VOC limit: 86 g/1. 2. DFM: 4 mils. 2.3 INTERMEDIATE AND FINISH COATS A. I Latex Flat: 1. Acceptable products include: a. Kelly Moore "Enviro-Coat Interior Acrylic Flat" 1500. b. Benjamin Moore "Eco-Spec Interior Latex Flat" 219. c. ICI Dulux Life Master 9100 d. Or approved equal I I Science & Technology Building - New Ceiling Peninsula College 09 91 00 - 2 Paints and Coatings Construction Documents @LMNArchilects I I I I 2. VOC limit: 20 g/I (with colorants). 3. DFM: 1.2 mils. PART 3 - EXECUTION I 3.1 I I I I I I I 3.2 I I I I I 3.3 3.4 I I EXAMINATION A. General: Examine surfaces to receive paint finish for conditions that will adversely affect execution, performance, or quality of work and which cannot be put into an acceptable condition through reasonable preparatory work as specified herein. 1. Surfaces which are unfit to receive the work of this section shall be repaired, replaced or re-finished such that they are acceptable and such that the work of this section may be done as specified. It shall be the responsibility of the General Contractor to ensure that these provisions are strictly enforced. 2. Commencement of Work constitutes acceptance of surfaces and conditions. B. Gypsum Wallboard: Inspect wall surfaces of gypsum drywall which are scheduled to receive deep tone and accent paint colors prior to application of paint for signs of defects which could affect the finish appearance (e.g. banding, flashing, uneven texture, etc.) 1. Initial Inspection: Make initial inspection a normal viewing distance (approximately 4 feet) under normal lighting conditions. 2. Inspection After First Coat of Paint: Should defect become visible after first coat of paint has been applied, it shall be the General Contractor's responsibility to have all such conditions corrected by the drywall installerlfinisher. Any corrected areas shall be re- primed at no additional cost to the Owner. 3. Finish Coats: Application of subsequent coats of paint shall constitute acceptance of the drywall substrate by the painting applicator. SURFACE PREPARATION (GENERAL) A. General: Surface preparations and cleaning procedures shall be in strict accordance with the instructions and specifications of the paint manufacturer and with the requirements of this specification. B. Removal of Fixtures: Cooperate with other trades and coordinate removal of fixtures, hardware items, and equipment, as required for painting work. Items to be removed on surfaces to be painted include: switch and receptacle plates, escutcheons and like plates, surface-mounted equipment, free-standing equipment which blocks access to painting surfaces, grilles and louvers at duct openings into finished spaces, and other items as required and directed. SURFACE PREPARATION A. Gypsum Wallboard: Remove all dust and dirt with a brush; if necessary, clean surfaces using damp rags or sponges. Repair of surface defects and Level of finishing is specified in Section 092500. APPLICATION OF PAINT A. Mixing: Mix paint materials in accordance with the manufacturer's instructions and directions. Mix often enough during application to keep the paint uniform and to ensure complete dispersion of pigment and a uniform composition. I Science & Technology Building - New Ceiling Peninsula College 09 91 00 - 3 Paints and Coatings Construction Documents @LMNArchitects 3.5 B. Application: Apply paint in accordance with the manufacturer's directions. Use techniques best suited for substrate and type of material being applied. Brushes and rollers shall be of a type best suited for the type of material being applied. 1. When applying paint to drywall, use a roller nap no greater than 3/8 inch so as to achieve a light stipple finish. I I I C. Apply each coat of paint as a continuous film of uniform thickness, free from holidays, sags, crawls, pinholes, blisters, unevenness in color, or other evidence of poor workmanship. Repaint thin spots or areas missed in the application and allow to dry before applying next coat of paint. 1. Give special attention to ensure that surfaces, such as edges, corners, crevices, welds and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 2. Each coat shall be free of dirt, dust, moisture, etc., prior to application of next coat. I I D. I I Allow each coat of paint to thoroughly dry, full thickness of the film, before application of the succeeding coat. Paint is considered dry for recoating when the next coat can be applied without the development of any detrimental film irregularities such as wrinkling, lifting, or loss of adhesion of the previous coat. E. Coverage for each paint material is specified as either the total minimum dry film thickness in mils, or the spreading rate in square feet per gallon over the surface designated. Actual coverage rate will vary depending upon the texture and porosity of the surface, climatic conditions, etc. I 1. 2. The number of coats specified is the minimum required, irrespective of the coating thickness. In the event the required paint thickness is not achieved, or coating shows through, apply additional coats until the color appearance is uniform and required thickness is obtained. Cost for additional coats to prevent show through shall be borne by the Installer. Do not exceed manufacturer's recommended maximum film build-up per coat (wet mils). I I 3. F. I Recoat primed and sealed walls and ceilings where there is evidence of suction spots or unsealed areas in first coat to ensure a finish coat with no burn-through or other defects. G. I I I Make edges of paint adjoining other materials or colors clean and sharp with no overlapping. PAINT SCHEDULE - INTERIOR SURFACES A. Gypsum Wallboard (typical soffits and bulkheads): Latex, Flat. 1. Primer: Gypsum board primer. 2. Two Finish Coats: Latex Flat." END OF SECTION I I Paints and Coatings Construction Documents @LMNArchitects I I Science & Technology Building - New Ceiling Peninsula College 09 91 00 - 4 I I I I I I I I I I I I I I I I I I I I I hereby certify that this Specification was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Washington. NOTKIN MECHANICAL ENGINEERS 1100 Olive Way, Suite 320 Seattle, Washington 98101 Phone: 206.448.1911 ~ . !. ~PIRES: rr~ Notkin Project # 208025 Construction Documents 15000 June 27, 2008 @NOTKIN MECHANICAL ENGINEERS I I I SECTION 15000 GENERAL PROVISIONS I PART 1 - GENERAL I 1.01 GENERAL REQUIREMENTS I A. Conditions: Conform to all Bidding Requirements, General Conditions and Amendments to General Conditions, Supplementary and Special Conditions and General Requirements, Division 1, which govern work herein specified. Contractor is obligated to comply with above in addition to requirements of this section. Modifications by this section do not nullify any other portions of above referenced conditions. I 1.02 REFERENCES AND DEFINITIONS I A. Provide: Word "provide" is defined as furnish and install. I B. Access: 1. Accessible: When applied to a fixture, connection, appliance, or equipment, "accessible" shall mean having access thereto, but which first may require the removal of an access panel, door, or similar obstruction. I 2. Readily Accessible: Shall mean direct access without the necessity of removing any panel, door, or similar obstruction. I C. Contractor: Division 15 is written in imperative mode. Use of word "shall" creates a Contractor obligation, regardless of whether or not word "Contractor" is used. I D. Engineer: Where referenced in Division 15, "Engineer" shall mean Architect's Consulting Mechanical Engineer, Notkin Mechanical Engineers. I I 1.03 DRAWINGS AND SPECIFICATIONS A. Drawings and Specifications: Drawings and Specifications form one document. If conflicts occur between Drawings and Specification, the most stringent and/or most costly requirement shall govern and shall be used for bidding purposes. Conflicts shall be brought to the attention of Engineer immediately for clarification. I I 1.04 DIVISION OF TRADES A. Responsibility: Various sections of Division 15 herein are not intended to indicate a division of work or responsibility between trades involved in this work. It is the responsibility of Contractor to read and conform to all sections of this Specification and to provide all specified materials, labor, services and scope. I I Ceilings Peninsula College 15000 - 2 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I 1.05 SCOPE BRITISH THERMAL UNITS PER HOUR BETWEEN BALL VALVE BOTTOM WALL GRILLE BOTTOM WALL REGISTER I I I I I I I I I I I I I I I I I I I A. Work Included: Provide all labor, materials, and appliances, and perform operations in connection with installation of work in strict accordance with these Specifications and Drawings. It is the intent of these documents to require provision of complete, functional, and operational systems that comply with performance requirements specified. Work includes, but is not limited to, that delineated in the following Specification sections: 15000 General Provisions 15020 Work Closeout 15050 Testing and Balancing 15100 Basic Materials and Methods 15180 Insulation 15500 Fire Sprinkler System 15810 Air Distribution System 8 1.06 ABBREVIATIONS LIST A AAV ACD ACV AD AF AFF AL ALT AMU APD APPROX ARCH AUX AV AVG AW f2 BDD BF BFW BHP BLDG BOD BSMT COMPRESSED AIR AUTOMATIC AIR VENT AUTOMATIC CONTROL DAMPER AUTOMATIC CONTROL VALVE AREA DRAIN AIR FOIL ABOVE FINISHED FLOOR ALUMINUM ALTERNATE AIR MEASURING UNIT AIR PRESSURE DROP APPROXIMATE(L Y) ARCHITECT or ARCHITECTURAL AUXILIARY ACID VENT AVERAGE ACID WASTE BACKDRAFT DAMPER BLIND FLANGE BOILER FEEDWATER BRAKE HORSEPOWER BUILDING BOTTOM OF DUCT ELEVATION AFF BASEMENT Ceilings Peninsula College BTUH BTWN BV BWG BWR Q C CA CB CD CU FT CFH CFM CFS CG CHR CHS CI CIRC CKV CLG CMU CO COL CONC CONN CONST CONT 15000 - 3 CENTIGRADE CONTROL AIR CATCH BASIN CEILING DIFFUSER CUBIC FEET CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CEILING GRILLE CHILLED WATER RETURN CHILLED WATER SUPPLY CAST IRON CIRCULATION CHECK VALVE CEILING CONCRETE MASONRY UNIT CLEANOUT COLUMN CONCRETE CONNECTION or CONNECT CONSTRUCTION or CONSTRUCT CONTINUOUS or CONTINUOUSLY or CONTINUED General Provisions Bid Set @)Notkin Mechanical Engineers 2008 I I I , I I COORD COORDINATE g COP COEFFICIENT OF I PERFORMANCE E EAST or EXHAUST CORR CORRIDOR EA EACH CO2 CARBON DIOXIDE EAT ENTERING AIR C0202 95% OXYGEN, 5% CARBON TEMPERATURE I DIOXIDE MIX EER ENERGY EFFICIENCY RATIO CR CEILING REGISTER or EFF EFFICIENT or EFFICIENCY CONDENSATE RETURN ELEC ELECTRIC CTR CENTER ELEV ELEVATION (GRADE) I CW COLD WATER EP ELECTRIC/PNEUMA TIC CWR CONDENSER WATER EQ EQUIVALENT RETURN EQJ EARTHQUAKE JOINT CWS CONDENSER WATER EQUIP EQUIPMENT I SUPPL Y ESP EXTERNAL STATIC PRESSURE ET EXHAUST TEMPERATURE I Q ETO ETHYLENE OXIDE EWT ENTERING WATER 0 DEEP, DEPTH, or DRAIN TEMPERATURE db DECIBEL EXH EXHAUST I DB DRY BULB EXIST EXISTING DCW DRINKING CHILLED WATER DCWR DRINKING CHILLED WATER RECIRCULATION E I DCVA DOUBLE CHECK VALVE ASSEMBL Y F FAHRENHEIT or FIRE 0 DEGREES SPRINKLER LINE DET DETAIL or DETERGENT FA FACE AREA I 01 DEIONIZED WATER F&SD COMBINATION FIRE AND DIA or<jJ DIAMETER SMOKE DAMPER DIAG DIAGRAM F&T FLOAT AND THERMOSTATIC I DIM DIMENSION TRAP DIR DEIONIZED WATER FC FORWARD CURVE RECIRCULATION FCO FLOOR CLEAN OUT DL DRIP LEG FD FIRE DAMPER or FLOOR I DLT DOUBLE LIGHT TROFFER DRAIN ON DOWN FDC FIRE DEPARTMENT DPG DIFFERENTIAL PRESSURE CONNECTION GAGE FF FINISH FLOOR I OS DOWNSPOUT FG FINISH GRADE or FLOOR DSP DRY STANDPIPE GRILLE DV DRY VACUUM CLEANING FH FIRE HYDRANT LINE FHC FIRE HOSE CABINET I OW DISTILLED WATER FIC FURNISHED AND INSTALLED DWDI DOUBLE WIDTH DOUBLE BY CONTRACTOR INLET FIO FURNISHED AND INSTALLED I DWG DRAWING BY OWNER DWR DISTILLED WATER FLEX FLEXIBLE RECIRCULATION FLR FLOOR DWV DRAIN, WASTE, VENT FO FUEL OIL I FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR I Ceilings General Provisions Peninsula College 15000 - 4 Bid Set @Notkin Mechanical Engineers 2008 I ---- --- ------- I I FOR FUEL OIL RETURN HWC HOT WATER I FOS FUEL OIL SUPPLY RECIRCULATION FOT FUEL OIL TANK HWR HOT WATER RETURN I FOV FUEL OIL VENT HWS HOT WATER SUPPLY FPI FINS PER INCH FPM FEET PER MINUTE FPS FEET PER SECOND I FR FLOOR REGISTER FT FOOT or FEET 10 INSIDE DIAMETER FTG FOOTING or FITTING IE INVERT ELEVATION FV FACE VELOCITY IN INCH I INSUL INSULATE or INSULATION ISOL ISOLATE or ISOLATION ~ I G NATURAL GAS J GA GAGE. GAUGE GAL GALLON JST JOIST I GALV GALVANIZED GCO GRADE CLEAN OUT GLR GL YCOL RETURN GLS GL YCOL SUPPLY .IS I GLV GLOBE VALVE GOVT GOVERNMENT K THERMAL CONDUCTIVITY GPH GALLONS PER HOUR BTU IN/(HOUR FT2 P) GPM GALLONS PER MINUTE KW KILOWATT I GPS GALLONS PER SECOND GR GRILLE GT GREASE TRAP b GV GATE VALVE I GWB GYPSUM WALLBOARD L LONG or LENGTH GYP GYPSUM LA LABORATORY COMPRESSED AIR I LAT LEAVING AIR TEMPERATURE .t! LAV LAVATORY LB LINEAR BOOT H HIGH, HEIGHT LB or # POUND I HB HOSE BIBB LBS or # POUNDS HCR HIGH PRESSURE LCR LOW PRESSURE CONDENSATE RETURN CONDENSATE RETURN HD HEAD LCW LAB COLD WATER I HEDV HOSE END DRAIN VALVE LD LINEAR DIFFUSER Hg MERCURY LF LINEAL FOOT/FEET HP HORSEPOWER LHW LAB HOT WATER I HPS HIGH PRESSURE STEAM LHWC LAB HOT WATER HR HOUR or HEAT PUMP RECIRCULATION RETURN LPS LOW PRESSURE STEAM HS HEAT PUMP SUPPLY or LV LAB VACUUM I HUMIDITY SENSOR LWT LEAVING WATER HTG HEATING TEMPERATURE HTR HEATER HW HOT WATER I M Ceilings General Provisions I Peninsula College 15000 - 5 Bid Set @Notkin Mechanical Engineers 2008 I I I I PCF POUNDS PER CUBIC FOOT MA MEDICAL COMPRESSED AIR PCR PUMPED CONDENSATE MAT MIXED AIR TEMPERATURE RETURN I MAV MANUAL AIR VENT PCW PRESSURIZED COLD WATER MAX MAXIMUM PE PNEUMATIC/ELECTRIC MBH 1000 BRITISH THERMAL PERF PERFORATED I UNITS PER HOUR PERP PERPENDICULAR MECH MECHANICAL PG PRESSURE GAGE MEZZ MEZZANINE PH PHASE MFR MANUFACTURE or PHW PRESSURIZED HOT WATER I MANUFACTURER PIV POST INDICA TOR VALVE MH MANHOLE PL PLATE MIN MINIMUM PLBG PLUMBING MISC MISCELLANEOUS PLWD PL YWOOD ,I MV MEDICAL VACUUM PNEU PNEUMATIC POC POINT OF CONNECTION PP POLYPROPYLENE tl PREFAB PREFABRICATED I PRELIM PRELIMINARY N NORTH PRV PRESSURE REDUCING NC NORMALL Y CLOSED VALVE I NIC NOT IN CONTRACT PSF POUNDS PER SQUARE FOOT NO NORMALL Y OPEN PSI POUNDS PER SQUARE INCH NO or # NUMBER PSIG POUNDS PER SQUARE INCH NP NON-POTABLE COLD WATER GAGE I NPSH NET POSITIVE SUCTION PT PINT HEAD PVC POLYVINYL CHLORIDE NPT NATIONAL PIPE THREAD NTS NOT TO SCALE .B I N2 NITROGEN N20 NITROUS OXIDE R RETURN R REPLENISHER (FILM I PROCESSOR) Q RCP REFLECTED CEILING PLAN or REINFORCED CONCRETE OC ON CENTER PIPE I 00 OUTSIDE DIAMETER RD ROOF DRAIN OPNG OPENING RECIRC RECIRCULATION OPP OPPOSITE RECT RECTANGULAR ORD OVERFLOW ROOF DRAIN RELOC RELOCATE or RELOCATED I ORIG ORIGINAL REQD REQUIRED ORL OVERFLOW RAINLEADER RET RETURN OSA OUTSIDE AIR RL RAINLEADER OS&Y OUTSIDE SCREW AND YOKE RM ROOM I OV OUTLET VELOCITY RO REVERSE OSMOSIS OZ OUNCE ROR REVERSE OSMOSIS RETURN 02 OXYGEN ROS REVERSE OSMOSIS SUPPLY RPBP REDUCED PRESSURE I BACKFLOW PREVENTER E RPM REVOLUTIONS PER MINUTE RV RELIEF VALVE I PAF PREACTION FIRE LINE RVD REMOTE VOLUME DAMPER PAR PARALLEL RW ROW(S) I Ceilings General Provisions Peninsula College 1 5000 - 6 Bid Set @Notkin Mechanical Engineers 2008 I I I ~ TSP TOTAL STATIC PRESSURE or I TEMPERATURE SENSOR S SUPPLY or SOUTH or SOIL TVE TURNING VANE ELBOW SA SHOCK ARRESTER or TWG TOP WALL GRILLE I SUPPLY AIR TWR TOP WALL REGISTER SAN SANITARY TYP TYPICAL SAT SUPPLY AIR TEMPERATURE I SCHED SCHEDULE SCHEM SCHEMA TIC 1! SD SLOT DIFFUSER or SMOKE DAMPER UH UNIT HEATER I SECT SECTION SQFT SQUARE FEET SHT SHEET 'i SIM SIMILAR I SLT SINGLE LENGTH TROFFER V VENT or VOLTS DIFFUSER VAC VACUUM SM SHEET METAL VB VACUUM BREAKER or VALVE SP STATIC PRESSURE BOX I SPEC SPECIFICATION VD VOLUME DAMPER SQ SQUARE VENT VENTILATE or VENTILATION SR SILVER RECOVERY VERT VERTICAL I SS SANITARY SEWER VIB VIBRATION SST STAINLESS STEEL VOL VOLUME ST STORM SEWER VP VELOCITY PRESSURE STD STANDARD VTR VENT THROUGH ROOF I STER STERILIZER W VACUUM VENT STL STEEL STM STEAM STOR STORAGE W I STRUCT STRUCTURAL or STRUCTURE SUP SUPPLY W WASTE or WATT or WEST SUSP SUSPEND(ED) WI WITH I SV SAFETY VALVE or SOLENOID WB WET BULB VALVE WC WATER CLOSET SVV SAFETY VALVE VENT WCO WALL CLEANOUT SW SOFT WATER WH WALL HYDRANT I SWP STEAM WORKING PRESSURE WIO WITHOUT SWSI SINGLE WIDTH SINGLE INLET WOG WATER, OIL, GAS WORKING PRESSURE WPD WATER PRESSURE DROP I I WSP WET STANDPIPE WT WEIGHT T TEMPERED WATER WG WATER GAGE TDH TOTAL DYNAMIC HEAD WV WET VACUUM CLEANING I TE TOP ELEVATION LINE TEMP TEMPERATURE TH THERMOMETER I THRU THROUGH 1': TOD TOP OF DUCT TP TOTAL PRESSURE YD YARD TPV TRAP PRIMER VALVE YH YARD HYDRANT I 1.07 CODES AND STANDARDS Ceilings General Provisions I Peninsula College 15000 - 7 Bid Set @Notkin Mechanical Engineers 2008 I I I I A. Conform to requirements of all applicable codes and agencies having jurisdictional authority over mechanical installation, including: I Washington State Energy Code - latest edition · International Building and Mechanical Codes - latest edition plus amendments Uniform Plumbing Code - latest edition plus amendments City of Port Angeles Sewer and Water District Requirements · State Fire Marshal Local Fire Marshal Occupational Safety and Health Administration (OSHA) Washington Industrial Safety and Health Act (WISHA) · National Fire Codes, published by the National Fire Protection Association (NFPA) latest edition plus amendments International Fire Code (IFC) National Electric Code (NEC) Washington State Fire Laws Environmental Protection Agency (EPA) · Sheet Metal and Air Conditioning Contractors Association (SMACNA) I I I I 1.08 REFERENCED DOCUMENTS I A. Latest Edition: Unless otherwise noted by publication date, the various documents referenced herein shall be the latest standard, specification, manual, code, laws, or regulations in effect and adopted by the governing authority at the time of the opening of bids (or on the effective date of the agreement if there are no bids). I 1.09 COORDINATION OF MECHANICAL WORK I A. General: It is recognized that the contract documents are diagrammatic in showing certain physical relationships which must be established within the mechanical work and in its interface with other work, including utilities and electrical work, and that such establishment is the exclusive responsibility of the Contractor. I I 1.10 COORDINATION OF ELECTRICAL WORK I A. Electrical: Provide electrical work in connection with mechanical installation as indicated on drawings and specified herein. Conform to applicable paragraphs of electrical specifications, Division 16. I PART 2 - PRODUCTS 2.01 SUBMITTALS I A. Contractor agrees that submittals processed by the Engineer are not change orders; that the purpose of submittals by the Contractor is to demonstrate to the Engineer that the Contractor understands the design concept, demonstrating understanding by indicating which equipment and material are intended to be furnished and installed and by detailing the fabrication and installation methods intended to be used. This review shall not include review of the accuracy or completeness of details, such as quantities, dimensions, weights or gauges, fabrication I I Ceilings Peninsula College 1 5000 - 8 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I I I processes, construction means or methods, coordination of the work with other trades, or construction safety precautions, all of which are the sole responsibility of the Contractor. Contractor further agrees that if deviations, discrepancies, or conflicts between submittals and the contract documents in the form of design drawings and specifications are discovered either prior to, or after, submittals are processed by the Engineer, the design drawings and specifications shall control and be followed. I I B. Requirements: 1. Within 30 days of contract award, submit for review 6 copies of the following: a. Shop drawings. b. Brochures (catalog data). c. Lists of proposed materials; giving manufacturer's names, catalog number, trade names, cuts, and detailed description. I I 2. Material and equipment to be submitted includes: a. All items specified in Part 2 (Products) in each section of Division 15. b. All items listed on fixture and equipment schedules on drawings. I 3. Extended Submittals: Submittals involving Fire Protection Systems shall be submitted within 90 days of contract award. I 4. When more than one item of its kind appears on submittal data, carefully designate a particular article selected by both type and size. Submittals with multiple technical paragraphs shall identify specific information in the submittal that confirms compliance with specification. Provide cross-reference to specification paragraph numbers. Intent is to expedite Engineer's review in verifying Contractor's conformance with all product specification requirements. Submittals that do not provide cross-reference shall be stamped "Rejected/Resubmit," and returned to Contractor. I I 5. Submitted data sheets shall contain all information and product characteristics scheduled and specified. I 6. Where the scheduled or specified information is not included in the manufacturer's standard cut sheets, a separate statement typed on the Manufacturer's letterhead shall be included to assure that the contract document intent is carried out. I 7. Clearly indicate on each submittal specification reference (section and paragraph), and equipment item number from drawing schedules. I 8. Turn in all submittal data as a single unit in an indexed binder. Any submittals not properly indexed and/or identified will be rejected without further review. I 9. Do no fabrication, manufacture, or purchasing of products until receipt of Owner's Representative's reviewed submittals. 1 O. Keep a complete set of stamped reviewed submittals at the job site for the duration of project. I I I Ceilings Peninsula College 15000 - 9 General Provisions Bid Set @)Notkin Mechanical Engineers 2008 I I I I I C. Resubmittal: Submittals that are returned "Rejected" shall require a complete resubmittal for entire product. Submittals returned "Note Markings" shall be verified by Contractor in writing that Enigneer's comments have been acknowledged and product submittal will comply. All resubmittals shall clearly delineate changes made from original submittal. Resubmittal shall be as a single package, not piecemeal. I I D. Additional Requirements: 1. See each section of Division 15 for layout and shop drawing requirements. I 2. Where submittals cover products containing non-metallic materials, include "Material Safety Data Sheet" (MSDS) from manufacturer stating physical and chemical properties of components and precautionary considerations required. I 3. Coordination Drawings, which are normally prepared by Contractor to coordinate work among various trades and to facilitate installation, shall not be submitted for Division 15 work unless specifically requested in technical sections. These types of drawings typically include dimensioned piping and ductwork layouts. I 4. Unless specifically requested in Division 15 technical sections, submittals of coordination drawings will be returned without review. I 5. VOC Limits: Submit written statement that each type of adhesive or sealant used on the inside of the exterior vapor barrier meets the requirements specified in Section 01352 "LEED Credit Qualifications and Procedures." Provide an MSDS with VOC content of the product highlighted and a narrative that describes where the product was used in the project. I I E. Review Time: Allow three weeks for Engineer's review, commencing upon receipt of submittals in Owner's Representative's office. I F. Long Lead Items: If Contractor identifies equipment submittals whose review, as part of the general submittal process, will cause a significant hardship on the project schedule, Contractor may request expedited review for long lead items. Contractor shall clearly mark submittal requiring expedited review and provide a detailed statement of schedule impact. I I G. Use of Notkin's Electronic Drawing Files: At Contractor's option, Notkin's electronic drawing files shall be made available for reference only. These files may be purchased from Notkin Mechanical Engineers at $30 per drawing sheet. Prior to release, Contractor will be required to sign an indemnification clause, which in part states that use of this information is at the user's sole risk and without liability to Notkin Mechanical Engineers. Each electronic drawing sheet shall be provided as a bound file (no external XREFs) without Engineer's name, logo or stamp. Notkin will insert an indemnification clause onto each drawing sheet. Contractor is cautioned that use of electronic files in no way relieves Contractor from responsibility of coordination. Resubmittal of Notkin's electronic files as shop drawings is unacceptable and shall be rejected. I I I I Ceilings Peninsula College 15000 - 10 General Provisions Bid Set ~JNotkin Mechanical Engineers 2008 I I I 2.02 INSTALLED PRODUCTS I A. Contractor's Responsibility: Fixtures, equipment, and all other installed materials shall perform and function in accordance with the requirements of the contract documents. Contractor shall replace any product installed that does not perform as required. I 2.03 FIXTURE OR EQUIPMENT ORDERS I A. Placing of Orders: Written and signed review from Engineer required prior to Contractor placing orders. Verbal permission not considered final. Resubmit within 15 days all fixture and equipment data found not satisfactory by Engineer. I I 2.04 SUBSTITUTIONS A. Products Considered Equivalent: Manufacturers and models of fixtures, equipment, and material indicated on drawings are those upon which the mechanical design is based. Other substitute manufacturers with products which may be equivalent are listed without specific model designation. For substitution of any other manufacturer's equipment, see Division 1 General Requirements of this specification. I B. Responsibility: Fixtures, equipment, and materials scheduled on drawings are selected and configured to fit in mechanical spaces available, and to conform to available electrical, architectural, and structural characteristics. It is the Contractor's responsibility to insure, prior to issuing submittals that any substitute fixtures, equipment, or materials will fit without change in function or quality and without a redesign of the spaces affected. I I C. Coordination: It is the Contractor's responsibility to coordinate with the Design Disciplines and Sub-Contractors regarding changes required due to substitute equipment, and to pay for any required modifications. I D. Conflicts: Should conflicts occur due to substitution of fixtures, equipment, or materials from those upon which the mechanical design is based, the Contractor is responsible for all costs incurred. Any redesign required, as determined by the Engineer, shall be at the Contractor's expense. Redesign and/or modifications to the contract documents will be by Notkin Mechanical Engineers, on a time and materials basis at current billing rates, and paid for by the Contractor. I 2.05 SUPPORT EQUIPMENT I I A. Requirements: Provide all scaffolding, ladders, and other appliances required for mechanical work including air and water balancing. I 2.06 EQUIPMENT START-UP A. Manufacturers' Warranties: Manufacturers' warranties are not to be violated. Perform start-up in such a manner that warranties remain in full effect. Operation during construction and before acceptance requires the permission of Owner's Representative. I I Ceilings Peninsula College 1 5000 - 11 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I I I I I B. Equipment Operation: Start-up and operate equipment only when the condition of the system complies with applicable safety rules and regulations, and the system is clean and protected against airborne dust and dirt. I 2.07 PERMITS I A. Permits: Paid for and obtained by the Contractor. Submit copies of signed permits to the Architect. I 2.08 RECORD DRAWINGS I A. Requirements: Furnish to Engineer upon completion of project. Show location of equipment and size of piping. Locate all valves (with tag numbers), cocks, dampers, and similar equipment. Indicate dimension locations and elevations of pipes and utilities' structures on outside utility drawings, and buried pipe, ducts, etc. under floor slab on mechanical floor plans. Keep drawings continuously updated during progress of project and ready for reference. Make available to Owner's Representative at the site for review prior to each pay request. I 2.09 MAINTENANCE MANUALS I A. Maintenance Manual: Furnished by the Contractor. Submit manuals for review by the Engineer at least 45 normal work days prior to the Owner's operating and instruction period. Information shall be indexed by specification section. Furnish three complete sets to include the following: 1. Manufacturers, suppliers, and subcontractors' names, addresses, and phone numbers. I I 2. Schedule and description of routine maintenance for each component including oiling, lubrication, and greasing data. I 3. Balancing log including complete electrical load data from operation test, belt sizes, types, and lengths. I 4. Manufacturers' cuts and rating tables, including brochures for all equipment specified under required submittals. Information shall be complete and specific for actual products used on project. Generic information covering a range of products, product types, or product ranges is not acceptable. Clean copies of plumbing fixtures, trim, valves, and piping specialties are acceptable. I 5. Part numbers of all replaceable items. 6. ASME data certification from manufacturer. I 7. Record control diagrams and operation sequence with labeling of control piping, wiring, and instruments to match diagrams. Provide a complete narrative of how each system is intended to operate, including suggested set points. I 8. Written guarantees. 9. Copies of all system tests done during system installation. I I Ceilings Peninsula College 1 5000 - 12 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I I I 10. Binders: Black, hard cover, three-piece, turned edge, cloth, post type, with plastic tab index sheets. Three-ring type not acceptable. Imprint front cover with the name of the project and Owner, year of completion, the names of the Architect, Engineer, and Mechanical Contractor, and the title "Mechanical Maintenance Manual." Imprint the back edge with the name of the project, year of completion, and the title "Mechanical Maintenance Manual." Large projects requiring multiple binders shall have spine and front face of binder imprinted with volume numbers (Volume 1 of X). Provide index of information contained in each volume on first page of each volume. I I I 2.10 PROJECT COMMISSIONING AND COMPLETION A. Project commissioning and completion of mechanical systems detailed and specified by these Contract Drawings and Specifications shall be in accordance with the requirements of the Washington State Energy Code, latest adopted edition. I 2.11 OPERATING AND INSTRUCTION PERIOD FOR OWNER'S PERSONNEL I A. Demonstration: Conducted by the Contractor for Owner's operational personnel for five days after systems are fully operational, and at such time as designated and under supervision of the Engineer. Contractor shall provide Notice of Readiness to conduct such instruction and demonstration to Engineer. I B. Description: Following installation of all mechanical equipment and prior to acceptance of the mechanical work, conduct demonstrations and instruction periods to point out locations of servicing points and required points of maintenance to the Owner under the supervision of the Engineer. I I C. Mechanical Contractor's Representatives: Oualified supervisors or superintendents from the trades involved. I D. Description of Instruction Periods: Include preliminary discussion and presentation of information from maintenance manuals with appropriate references to Contract Documents, followed by a tour of systems explaining maintenance requirements, access methods, servicing and maintenance procedures, equipment cleaning procedures, control settings. and available adjustments. I 2.12 CONTROL WIRING I A. Requirements: Provide in accord with requirements of controlled equipment. I 2.13 TESTING AND ADJUSTING A. Requirements: Prior to balancing and prior to occupancy by Owner, test and adjust all fans, pumps, coils, temperature controls, etc. for proper operation. Recheck all equipment and systems after balancing is complete to confirm operation of all systems is in accordance with plans and specifications. Provide a written agenda with project submittals for Engineer's review. Agenda to include a list of all equipment and fixtures in the project containing moving parts and a procedure I I I Ceilings Peninsula College 15000 -13 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I I ,I I I for testing and initial adjustment of each item. After all equipment and fixtures have been tested and adjusted, submit a completed agenda form with all data included to Engineer for review (submit at least 10 days prior to start of balancing). See Section 15050, "Testing and Balancing," for additional requirements. I 2.14 AIR AND WATER BALANCING I See Section 15050. I PART 3 - EXECUTION 3.01 GUARANTEE I A. Length of Guarantee: Guarantee materials and workmanship for a period of one year from date of final acceptance for the project. I B. Submittal: Submit with maintenance manual written guarantees which exceed one year. Five year guarantee required on domestic hot water heaters and refrigeration compressors. I C. Guarantee Includes: All material and labor to repair or replace defective items within any system, and extends to material and labor required to repair adjacent surfaces disturbed by malfunction. I D. Guarantee Does Not Include: Replacing components, which malfunction due to abuse, lack of proper maintenance, or improper operation by Owner. I 3.02 COORDINATION OF WORK I A. Rough-In: Insure proper "rough-in" for all equipment and fixtures to which connections are made, including Owner furnished and/or installed equipment and fixtures. I I B. Exposed Systems: Mechanical ductwork, piping, tubing, and wiring in exposed areas (areas without hung ceilings) shall have no visible defects from a distance of five feet. All transverse joints shall be installed per "SMACNA HVAC Duct Construction Standards-Metal and Flexible" Figure 3-2 with sealant applied to the inside surfaces. The ductwork, piping, tubing, and appurtenances shall be installed plumb and rectilinear to the room surfaces. Hangers and seismic bracing shall be installed in a symmetrical fashion. The ductwork shall be fabricated to minimize seams while making the sections in the same duct run of uniform lengths. Each branch tap shall be one continuous piece. Hangers and seismic bracing shall be installed in a symmetrical fashion. Show all routing, fittings, proposed seams, and hanger locations on shop drawings for review. Coordinate painting with Division 1. Integrated support systems for mechanical and electrical system is at the Contractor's option. I I 3.03 CUTTING AND PATCHING I A. Requirements: See Division 1. I Ceilings Peninsula College 1 5000 - 14 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I I I 3.04 LUBRICATION I A. Requirements: Lubricate all moving parts per Manufacturer's recommendation prior to initial start-up. Replace ruptured seals caused by excessive lubrication. Attach service record label with space for future service to all major equipment. I 3.05 WARRANTY SERVICE I A. Authorized Service: In the event that the Mechanical Contractor does not have a service office within 50 miles of the project site, engage the services of a local maintenance contractor within that limit to perform any required emergency service on warranty equipment. Authorize designated service contractor in writing to perform emergency service within four hours of given notice. Approval of designated service contractor required from both Owner and Engineer. I I END OF SECTION I I I I I I I I I I Ceilings Peninsula College 15000 - 1 5 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I I I I I SECTION 15020 WORK CLOSEOUT I PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS I A. Conditions: See Section 15000 - 1.01. I 1.02 SCOPE I A. Section Includes: Procedures and requirements for work closeout. 1.03 CLEAN-UP I A. General: Provide all clean up and disposal as listed in Division 15. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from interior and exterior surfaces. Repair, patch, paint, and touch up marred surfaces to match adjacent finishes, including factory-finished materials. I 1.04 OBSERVATION REPORT. I A. Substantial Completion: When work is substantially completed, as judged by Contractor to warrant an observation report, notify Engineer, who will survey work and prepare an observation report for Contractor's use. The observation report will be a list of items that are not complete, defective items, and materials and items that do not conform to Drawings and Specifications. Included in the list shall be all uncompleted observation report items. The Contractor shall complete items listed, and all subsequent items added to observation list, and shall submit a Completion Notice to Engineer when work is completed. In addition to Completion Notice, Contractor shall provide a written response addressing each observation list item indicating what corrective action was taken. If, upon resurveying work, Engineer finds five or more items not corrected, Engineer will abandon backcheck and Contractor shall be required to complete work and resubmit a Completion Notice. I I I I B. Additional Backchecks: If additional backchecks are required due to Contractor's lack of completion of observation list items, Contractor shall reimburse Engineer on a time-and-expenses basis for any additional trips to the site and subsequent reports. 1.05 COMPLETION NOTICE I A. Format: Provide a completion notice using the following format: I COMPLETION NOTICE BY CONTRACTOR To: Notkin Mechanical Engineers 1100 Olive Way, Suite 320 Seattle, Washington 98101 I I Ceilings Peninsula College 15020 - 1 Work Closeout Bid Set @Notkin Mechanical Engineers 2008 I. I Re: I I, the undersigned, certify that on this _ day of 20_. having reviewed all parts of Drawings and Specifications and all portions of the work, and in accordance with Contract Agreement No. dated the _ day of 20_, state that all previous observation report items have been completed and that all work is substantially complete and ready for Owner's acceptance. I I Signed: I For: 1.06 RECOMMENDATION OF ACCEPTANCE A. Requirements: Prior to acceptance of work and final payment for work, the following documents, guarantees, materials, etc. must be completed and/or furnished to Owner. Deliver all spare or surplus materials specified to location designated by Owner. I I Execution of all observation list items Operation and maintenance manuals (15000) Operation instruction period (15000) Permit submittal (15000) Reproducible record drawings (15000) Testing and adjusting completion certificate (15000) Preliminary and final commissioning reports as required by the Washington State Energy Code (15000) . Written guarantees (15000) Completed and reviewed balancing report (15050) Access panel keys (15100) Spare sprinkler heads and wrenches (15500) I I I B. Compliance: It is Contractor's responsibility to provide proof that Owner has received all of the above listed items. I 1.07 FINAL OBSERVATION AND CLOSEOUT I A. General: Upon completion of all items listed herein and in all other portions of Specifications and Drawings, Engineer will recommend acceptance of work to the Architect. Acceptance shall not be construed as relieving Contractor from compliance with Drawings and Specifications. I I PART 2 - PRODUCTS Not used. I PART 3 - EXECUTION I Not used. I Science & Technology Building Peninsula College 15020 - 2 Work Closeout Bid Set @JNotkin Mechanical Engineers 2005 I I I I I I END OF SECTION I I I I I I I I I I I I I I I Science & Technology Building Peninsula College 15020 - 3 Work Closeout Bid Set @Notkin Mechanical Engineers 2005 I I I SECTION 15050 TESTING AND BALANCING I PART 1 - GENERAL I 1.01 GENERAL REQUIREMENTS I A. Conditions: See Section 15000 - 1.01. 1.02 SCOPE I A. Section Includes: Testing, adjusting, and balancing of all remodeled and renovated air and water systems. I B. Description of existing systems to be tested and balanced: Provide testing and balancing of all remodeled and renovated heating, ventilation, and air conditioning systems. These include rooftop air handling units and air distribution systems. I C. Provide an allowance for testing and balancing to be performed by a pre-selected agency. 1.03 STANDARDS I A. General: Accomplish all work in accordance with agenda and procedures specified, and either Associated Air Balance Council (AABC) National Standards or National Environmental Balancing Bureau (NEBB) Standards. I 1.04 SYSTEM CHANGES I A. General: Changes or additions of sheaves, belts, blade pitch, volume dampers, and access to system components shall be provided by Section 15810, as required by Testing and Balancing agency, at no additional cost to Owner. I I 1.05 TESTING AND BALANCING AGENCY A. Testing and balancing shall be complete per specifications. 1.06 JOB COORDINATION I A. General: Within 60 days of start of construction, review Drawings and Specifications, and installation of all affected systems. Submit a written report to the Engineer indicating any recognized deficiencies in systems that would preclude proper adjusting, balancing, and testing of systems. I 1.07 TESTING AND BALANCING AGENDA I A. General: Submit two copies of an agenda for review by the Engineer at least 30 days prior to start of testing and balancing. Agenda shall include the following: 1. An outline of tasks to be performed at job site (in the sequence they are to be performed). I Ceilings Peninsula College 15050 - 1 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I I 2. An explanation of equipment to be used for each type of field measurement. Indicate correction factors to be used for area, velocity, cfm, density, gpm, etc. I 3. Indicate equations to be used for data, which is to be calculated. I 4. Indicate location of each pitot tube traverse to be performed. 5. An organized compilation of all forms that will be used to record data at job site. Each form shall be filled in with installation and design data, as specified, and shall include blank spaces for recorded test data. Indicate all data specified to be recorded. Forms shall be organized in a manner, which is satisfactory to the Engineer. Final organizational format of submitted forms shall be used for finished testing and balancing report. I I 1.08 PROCEDURES-GENERAL A. Requirements: Adjust systems and components described by Drawings and Specifications to perform as required. I I B. Initial Testing: Prior to actual start of testing and balancing, verify that systems and equipment are ready for balancing, and submit a letter to Engineer so stating and also describing any deficiencies found. Air and water system performance deficiencies shall be disclosed by initial testing and corrected prior to balancing systems. I C. Test Duration: Operating tests of heating and cooling coils, fans, and other equipment shall be of not less than four hours duration, performed after stabilized operating conditions have been established. Capacities shall be based on temperatures and air quantities measured during such tests. I D. Off-Season Testing: Considering that testing and balancing may be scheduled in a season other than that for which the equipment applies, agency shall provide loads to test equipment. Heating system shall be tested under whatever sustained load can be provided by combinations of ambient and cooling apparatus. If cooling system is tested in winter, heating system shall be used to generate whatever sustained load can be provided. I I E. Instrumentation: Method of application of instrumentation shall be in accordance with reviewed agenda. Furnish all personnel, instruments, and equipment for tests specified herein. 1. Accuracy of Instruments: Instruments used for measurements shall be accurate to within the requirements of NEBB. Provide calibration histories for each instrument for examination. Calibrate each test instrument by a qualified laboratory or Manufacturer. Engineer has the right to request instrument recalibration, or the use of other instruments and test methodology, where accuracy of the readings is questionable. I I I 2. Application of Instruments: To comply with Manufacturer's instructions. I F. Filters: Verify that all new air handling equipment have new air filters installed after test run and before start of testing and balancing. I G. Air Pattern Controllers: Adjust air pattern controllers, grille, and register blades for air diffusion patterns indicated prior to testing and balancing. I Ceilings Peninsula College 15050 - 2 General Provisions Bid Set rfJNotkin Mechanical Engineers 2008 I I I I H. Wiring and Controls: All wiring and controls associated with system being balanced shall be completed and tested before start of testing and balancing. I I PART 2 - PRODUCTS Not used. I PART 3 - EXECUTION 3.01 SYSTEM DEFICIENCIES I A. Procedure: Notify Engineer immediately if problems are found in obtaining nominal design flow rates or operational characteristics during initial stages of balancing of any system. I 3.02 AIR SYSTEM PROCEDURES I A. Adjustments: Adjust all air handling systems to provide required design air quantity to, or through, each component as indicated. I B. Balance: Use flow adjusting (volume control) devices to balance air quantities only (i.e., proportion flow between various terminals comprising system), and only to extent that their adjustments do not create objectionable air motion or sound. Make final measurements of air quantity after air terminal has been adjusted to provide optimum air patterns of diffusion. I C. Fan Adjustment: Total air system quantities shall be varied by adjustment of fan speeds or fan wheel blade pitch. Inlet vanes, discharge dampers, terminal control boxes, manual volume dampers, etc., shall not be used for fan adjustment. Fans, air handling equipment, or other equipment with vibration levels considered by balancer to be excessive, shall be brought to attention of Owner's Representative. . I I D. Static Pressure Set point adjustment: 1. Through use of DOC system, balancing contractor shall determine setpoint of supply fan static pressure sensor. Balancing contractor shall initially set static pressure in supply ductwork to maintain 100% maximum cooling flow for the supply air valve at end of longest static loss duct run. Contractor shall reset set point down (in 0.1-inch increments and allowing an appropriate amount of time for the supply air valve to respond) until the supply air valve indicates less than 100% maximum cooling flow. Contractor shall then raise set point 0.1-inch such that the supply air valve is supplying 100% maximum cooling airflow. Contractor shall verify that at this set point, all supply air valves are able to provide 100% maximum cooling airflow and adjust set point as necessary. I I I 2. Exhaust fan static pressure sensor set point shall be determined in same manner as supply fan static pressure sensor set point. I 3. Contractor shall record location of static pressure sensor(s) on air terminal sketch, supply air valve used in determining set point, and record initial and final static pressure set points. I 4. Static pressure sensor shall be relocated to a location deemed appropriate by the Engineer and coordinated with testing and balancing contractor, if present sensor location provides inaccurate readings. I Ceilings Peninsula College 15050 - 3 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I I I E. Air Measurement: 1. General: Total system air quantities shall be determined by summing the air quantities at terminals served. Total system air quantities shall also be determined by pitot tube traverse (where required) and fan performance data. I 2. Pitot Tube Traverse: Perform pi tot tube traverses at each fan and in addition, if fan serves more than one floor, perform traverses on each branch feed to each floor. Pitot tube traverses may be omitted at branch feeds to each floor if all of branch feeds are individually less than 2,000 cfm. I 3. Test Holes: Test holes shall be in a straight duct, as far as possible from elbows, bends, takeoffs, and other turbulence generating devices, to optimize reliability of flow measurements. Plug holes after testing and patch insulation where required. Indicate test hole location with marker. I I 4. Air Terminal Balancing: Preliminary measurement of flow rates by means of velocity meters applied to individual terminals, with or without cones or other adapters, may be used for balancing. Final measurement of air quantities at each type of air terminal (inlet and outlet) shall be determined only by method provided in balancing agenda. When complete, at least one air path from each air outlet or inlet shall have all volume dampers wide open. This is to ensure minimum static pressure build-up in system because of balancing. Balance air terminals to within plus or minus 10% of volume flow rate values listed on Drawings. In all rooms or areas where supply and exhaust (or return) volume flow rates indicated on Drawings differ for purposes of pressurizing a room or area, 10% degree of accuracy in balancing air terminals shall not change difference between supply and exhaust (or return) volume flow rates. I I I F. Air Valve Adjustment: Air valve control units shall be adjusted for air quantities indicated. Adjust thermostats which control air valves and record maximum and minimum cfm. I A. Submittal: Submit three copies of reports described herein, covering system performance and air motion (fpm), to Engineer prior to final tests and inspection. I 3.03 REPORTS I B. Instrument Records: Include types, serial numbers, and dates of calibration of all instruments. I I C. Reports: Reports shall identify conspicuously items not conforming to Drawing and Specification requirements. D. Recorded Values: All quantities recorded in report shall be measured unless report notes it as a calculated value. Calculate values only where measuring is not possible. I E. Air Terminal Numbering Sketch: Obtain three sets of half-size prints (CAD shop drawings from Contractor) for inclusion into report. Agency shall color code different duct systems, number air terminals (in red) to correspond to numbers in report, and indicate test holes and miscellaneous measurement locations. I I Ceilings Peninsula College 15050 - 4 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I I I I 3.04 AIR SYSTEM DATA I A. Report: For each renovated/remodeled air handling system, report shall include data listed below. I B. Equipment (Fan or Factory Fabricated Air Handling Unit): 1. Installation Data: a. Equipment schedule identification. b. Manufacturer, model, and serial number. c. All nameplate data. d. Type/size. e. Arrangement, discharge, and class. f. Motor hp, voltage, phase, cycles, and full load amps. g. Location in building. h. Motor and fan sheave size, manufacturer, and model number. i. Number of belts, belt size, manufacturer, and model number. I I I 2. Design Data: a. Data listed in schedules on Drawings and in Specifications. I 3. Fan Recorded (Test) Data: a. Date and time of readings and name of technician. b. Fan rotation. c. cfm. d. Static pressure readings across each component in fan casing or plenum. e. Total pressure readings where appropriate. f. rpm. g. Motor operating amps and volts (for each leg). h. Motor operating Bhp. i. Fan curve with operating point. j. Fuse and starter heater sizes. k. Damper positions (outside air, return air, etc.) I. Signify that sheave alignment and belt tensions have been checked and adjusted. m. Static pressure sensor set point. n. VSD Operational Test Observations: (1) rpm, amps, volts, and hertz with clean filters. (2) rpm, amps, volts, and hertz with simulated loaded filters. o. Economizer damper minimum position test observations and data. C. Pitot Tube Traverse: 1. Data Required: a. Duct size b. Number, location, and cross-section sketch of each pitot-tube (pressure) measurement. c. Sum of velocity measurement, excluding pressure measurements d. Average velocity. e. Recorded (test) cfm. f. Design cfm. I I I I I I I D. Individual Air Terminals: 1. Data Required: a. Terminal identification (supply or exhaust, location, and number designation). b. Type, size, manufacturer, model, serial number, and catalog identification. c. Design and recorded quantities-cfm. d. Deflector vane or diffusion cone settings. e. Design and recorded velocities-fpm (state "core," "inlet," etc., as applicable). I I I Ceilings Peninsula College 15050 - 5 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I r----- i I E. Air Valves: 1. Data Required: a. Manufacturer, model, and serial number. b. Location and number. c. Inlet size and number coil rows. d. Design maximum cfm. e. Design minimum cfm. f. Measured maximum cfm and valve velocity pressure reading at each fan speed. g. Measured minimum cfm and valve velocity pressure reading. h. Check for easily opened heating coil access door. I I I F. Variable Speed Drive: 1. Data Required: a. Manufacturer, model, and serial number. b. All nameplate data. c. Location and equipment served. I I A. Capacity and Performance Tests: Make tests to demonstrate that capacities and general performance of systems comply with Drawing and Specification requirements. I 3.05 FINAL TESTS, INSPECTION, AND ACCEPTANCE I B. Retests: Testing agency shall recheck random selections of up to 10% of data recorded in balancing report in presence of Owner's Representative. Balancing report will be automatically rejected if more than 20% of rechecked readings deviate more than 10% from recorded reading in balancing report. I C. Marking of Settings: Following final acceptance of balancing report, settings of all valves, splitters, dampers, and other adjustment devices shall be permanently marked by balancing agency so that adjustment can be restored if disturbed at any time. I I END OF SECTION I I I I I I Ceilings Peninsula College 15050 - 6 General Provisions Bid Set @Notkin Mechanical Engineers 2008 I -I I I SECTION 15100 I BASIC MATERIALS AND METHODS I PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS I A. Conditions: 1. See Section 15000 - 1.01. I 1.02 SCOPE I A. Section Includes: Products, assemblies, and methods applicable to more than one of the systems specified in the following sections of Division 15, or shown on the Drawings. The requirements of this section are intended to complement, not replace, requirements of the following sections of Division 15. 1.03 MATERIALS AND EQUIPMENT I A. Products: Use products of a single manufacturer where two or more units of same type of equipment are required. Use new equipment unless otherwise noted. I 1.04 TRANSPORTATION TO SITE AND ON-SITE STORAGE I A. Protection: Material and equipment that are intended to be installed and operated inside completed building envelope shall be protected. It is Contractor's responsibility to deliver all material and equipment to Owner at completion of work in an "as new condition." "As new condition" shall mean free of corrosion, dirt, rust, stain, or physical damage resulting from or during transportation to site, temporary storage at site, and construction period. Contractor must address potential damage to material and equipment caused by exposure to elements including wind, rain, and construction process. Contractor shall take all precautions to protect material and equipment. Precautions shall include, but not be limited to, protection from moisture to ensure material and equipment remain dry, and equipment is reasonably free of debris. Material and equipment that have been exposed to moisture are subject to timely replacement by Contractor at no additional cost to Owner. I I I I PART 2 - PRODUCTS 2.01 ACCESS DOORS (PANELS) I A. General: Same as specified in Division 8. I I I Ceilings Peninsula College 15100 - 1 Basic Materials and Methods Bid Set @JNotkin Mechanical Engineers 2008 I r------- 2.02 FIRE STOPPING MATERIALS I I I A. General: Provide a UL classified material that has ICBO, BOCA, and SBCCI (NRB 243) approved ratings to three hours per ASTM E814 (UL 1479). The material shall be reviewed for applications specified under Part 3 of this section ("Sleeves and Penetrations"). Acceptable material shall be 3M Fire Barrier Caulk, strip and sheet forms, or equivalent by Nelson or Hilti. Submit Manufacturer's UL approved installation method details for each type of application to be used on work. Keep a set of details on file at work site. 2. Provide an MSDS sheet that shows the VOC content of each paint, primer, or coating used on the inside of the exterior vapor barrier and a narrative that describes where the product was used in the project. I I I I I I I I I I I I I I 2.03 MECHANICAL SUPPORTING DEVICES A. Duct Hangers: In accord with SMACNA HVAC Duct Construction Standards; Metal and Flexible. 2.04 PAINT A. Factory Finished Equipment: See individual equipment specification. Submit color charts for selection by the Architect. B. Field Application: Paint to be Glidden Glid-Guard alkyd industrial enamel, or as specified in Section 09900. C. VOC Limits: 1. Submit a written statement that each type of paint, primer, or coating used on the inside of the exterior vapor barrier meets the requirements specified in Section 01352 "LEED Credit Qualifications and Procedures." 2.05 PIPE AND FITTINGS A. Copper Tubing: 1. Piping: ASTM B88. 2. Fittings: Wrought copper; ASTM B16.22. B. Copper DWV Pipe and Fittings: 1. Piping: ASTM B306. 2. Fittings: Cast brass; ASTM B16.23. PART 3 - EXECUTION 3.01 PIPE AND PIPE FITTINGS A. Pipes: Remove burrs by reaming. Use Teflon tape on male threads only. Ceilings Peninsula College 1 5500 - 2 Fire Sprinkler System Bid Set @Notkin Mechanical Engineers 2008 I I 'I I I B. Openings in Pipes: Keep closed during progress of work. I C. Coordination: Install so as not to interfere with light fixtures or other trade components. I D. Close Nipples: Not permitted on any part of work. Use standard short nipples for short pipe connections. I E. Bushings: Not permitted on any part of work. I F. Anchors and Expansion Joints: Install with provisions for free expansion and contraction of piping without damage to joints, hangers, equipment, or building structure. Install as required. I G. Piping of Copper Tubing: Shall be continuous. Copper tubing insets in runs of steel pipe not permitted. Solder joints in copper tubing. Do not lay copper tubing on rocks or gravel. I H. Soldered joints are not to be field fabricated within 6 inches of valves, accessories, or other items that may be damaged by the temperature of the soldering or brazing process. I I. Connections Between Pipes of Dissimilar Metals: Make with insulating (dielectric) unions. Cast iron valve connections to flanged adaptors on copper pipe are considered a dielectric union. On flanged joints expected to perform as a dielectric union, provide bakelite washers under bolt heads and nuts. Provide plastic tubes over bolt shanks. Complete installation shall be such that a conductive path shall not exist between two dissimilar metals. Does not apply to waste piping. I J. Cutting of Copper Pipe: Use a cutter. Smooth sharp edges with emery cloth. I K. Saddles on Pipe in Lieu of Tees: Not permitted except on fire sprinkler systems, when allowed by local fire marshal. I I L. Thread-o-Iets and weld-o-Iets will be allowed on black steel pipe only on branches and taps up to half the main pipe size. Not allowed on galvanized or copper pipe. M. Bending of Pipe: Not permitted unless indicated or specified for a particular application. I N. Concealed Piping: Conceal all piping in finished areas, unless otherwise noted. 3.02 PIPING SPECIALTIES I A. Escutcheons: Install at all places where exposed piping passes through walls, floor, or ceilings. I I Ceilings Peninsula College 15500 - 3 Fire Sprinkler System Bid Set @Notkin Mechanical Engineers 2008 I I I 3.03 SLEEVES AND PENETRATIONS I A. General Requirements: All wall openings for insulated piping and ductwork shall be of sufficient size to allow insulation (full thickness) and jacket to pass through opening. The wall or floor opening shall be fire stopped utilizing UL listed fire stopping products and methods; size openings accordingly. Where insulated pipes pass through openings, there shall be no transverse (butt) joints within 1.50 inches of finish floor. I I B. Other Construction: Pipe penetrations through existing rated walls and ceilings shall be fire stopped utilizing UL listed fire stop products and methods; size openings accordingly. All openings for insulated pipes shall be of sufficient size to allow insulation (full thickness) and jacket to pass through opening. I C. Submittals: Fire-Rated Assemblies: Where penetrations of fire-rated assemblies are involved, submit manufacturer's UL classified fire stopping systems and application details demonstrating compliance with ASTM E814. When plastic pipe is used and penetrates fire rated assembly, use Code Red stack fitting system by Pro Set. Penetration system shall be UL listed. I I D. Finish and Trim: 1. Provide chrome or nickel-plated escutcheons where piping passes through walls or ceilings and is exposed in finished areas. Size escutcheons to fit pipe and pipe covering for finished appearance. Finished areas shall not include mechanical rooms, janitor's closets, and storage rooms unless suspended ceilings are specified. I 2. Trim duct penetrations exposed in finished areas with 2.00 inch wide galvanized or aluminum trim collars properly sized to fit duct. Collars shall be same gage as duct, prime finish unless noted otherwise. Finished areas shall not include mechanical rooms, janitor's closets, and storage rooms, unless suspended ceilings are specified. I 3.04 MECHANICAL SUPPORTING DEVICES I A. Related Work: See Section 15060. I B. General: All equipment, ducts, and piping shall be braced and guyed to prevent lateral or horizontal swing, as well as to meet seismic requirements. Mechanical equipment and materials are to be suspended or supported from structure, not from pipe, electrical conduit, ceiling systems, or any non-structural member. I I C. Supplementary Steel: Typical support details shown or called out on these contract drawings (including Architectural drawings), are intended to provide the Contractor with minimum direction for what is a design build requirement by this Contractor. It is the responsibility of the Contractor to provide all necessary supplementary steel and fasteners for support or attachment of mechanical equipment, ducts, and piping to building structural members (structural members are as defined by the structural drawings). The steel shall be painted with one coat of rust-inhibiting primer. Provide fabrication shop drawings and complete structural calculations by a registered engineer to the Architect. I I I Ceilings Peninsula College 15500 - 4 Fire Sprinkler System Bid Set <?:iNotkin Mechanical Engineers 2008 I I I I I D. Duct Hangers: Install in accord with SMACNA - HVAC Duct Construction Standards, Metal and Flexible with the exception that minimum standard shall be 22-gage material and 1.00 inch wide. I E. Equipment Hangers: Unless shown or noted otherwise, hang equipment with threaded rod hangers of a size and quantity adequate to support unit and in accordance with Manufacturer's recommendations. Hangers shall be installed plumb. I 3.05 ACCESS DOORS (PANELS) I A. Requirements: When not specifically shown on Architectural Drawings, provide in walls, ceilings, etc., to provide adequate access for service and maintenance of concealed valves, dampers, motors, air vents, or any other concealed equipment or accessories. Size access panels for use intended (minimum size 24 inches x 24 inches). Set frames accurately in position and securely attach to supports with face of panel plumb or level in relation to adjacent finished surfaces. Install per manufacturer's recommendations and conditions of listing agency. Coordinate installation with work of other trades. Adjust hardware and panels after installation for proper operation. Locations and sizes of access panels shall be submitted to Owner's Representative for review prior to installation of mechanical equipment. Provide six keys for Owner at completion of work. I I I 3.06 HEAD PROTECTION I A. Padding: Where duct angles, pipe hangers, equipment support angles, etc., are exposed in walkways or access ways to equipment for maintenance purposes, cover all such potentially injurious protrusions less than 7.00 feet above walking surface with padding. Secure padding permanently. I 3.07 IDENTIFICATION I A. Equipment Nameplates: Affix prominently on equipment except in finished areas (e.g., unit ventilators in classrooms) where nameplate shall be inside access panel. I I B. Potable and Non-Potable Water Systems: Where potable water and non-potable water systems are installed in the same building, each system shall be clearly identified. Each system shall be color coded as follows: 1. General: Each system shall be identified with a colored band to designate the liquid being conveyed, and the direction of normal flow shall be clearly shown. The minimum size of the letters and length of the color field shall conform to UPC Section 601.2.2, Table 6-1. A color identification band shall be indicated every 20 feet, but at least once per room, and shall be visible from the floor level. I 2. Potable Water: Green background with white lettering. I 3. Non-Potable Water: Yellow background with black lettering, with the words "Caution: Non- potable water. Do not drink." I I Ceilings Peninsula College 15500 - 5 Fire Sprinkler System Bid Set @Notkin Mechanical Engineers 2008 I I I 3.08 PAINTING I A. Preparation and Application: Conform to requirements of Division 9. I B. Scope: Contractor shall paint work and equipment as itemized below. 1. All other work as directed by Architect. I C. Color: 1. Surfaces visible through all grilles, registers, and diffusers no matter who furnished the surface - flat black. I 2. Piping shall be labeled with the name of the service and direction of flow. All piping, ductwork, and equipment shall be color-coded as follows: I Utilitv Color Comparable to Cowman Campbell t1. I Potable Cold Water Non-Potable Cold Water Potable Hot Water Non-Potable Hot Water Fire Service Ductwork Dark Blue Light Blue Bright Yellow Dark Yellow Red Gray 324 561 339 341 342 337 I I 3. Uninsulated and lined sheet metal, ductwork, and fan housings - cream. D. Material and Application: Clean and thoroughly prepare all surfaces prior to painting. Apply two (2) coats of high grade approved alkyd resin paint. Apply paint in accordance with manufacturer's instructions. On uninsulated galvanized sheet metal work, a galvanized iron primer shall be substituted in place of one (1) of the coats specified. I I E. Work Not Included: Painting of the following is not included in this contract: 1. Face of grilles and registers. 2. Work in finished areas (Architecturally finished areas). I I F. Factory Painted Surfaces: It is not required to paint surfaces having factory enamel or other final finishes. However, all metal surfaces provided under this contract that have become marred during construction shall be painted to give the complete installation a finished appearance. I G. Galvanized Surfaces: Do not use vinegar (acetic acid) as a cleaning agent on galvanized surfaces. Do not use alkyds or oil-based coatings as a primer or topcoat on galvanized surfaces. I END OF SECTION I Ceilings Peninsula College 1 5500 - 6 Fire Sprinkler System Bid Set @Notkin Mechanical Engineers 2008 I I I I I SECTION 15180 INSULATION I PART 1. GENERAL 1.01 GENERAL REQUIREMENTS I A. Conditions: 1. See Section 15000 - 1.01. I B. Qualifications: Furnish and install insulation by a specialty subcontractor normally engaged in performance of this work using Johns Manville, Owens Corning, Knauf, Armacell, or CertainTeed materials equivalent to items specified. I C. Fire and Smoke Requirements: Flame spread rating of 25 and developed smoke rating of 50 for all materials used in plenum areas. In non-plenum areas, smoke developed rating per local code requirements and NFPA maximum 150 allowed. I I 1.02 SCOPE A. Section Includes: Insulation of piping, ductwork and accessories. I 1.03 SUBMITTALS I A. Requirements: Provide as specified in Section 15000 and include a list of specific applications conforming to Part 3 of this section. I B. VOC Limits: Submit written statement that each type of adhesive, caulking, or sealant used on the inside of the exterior vapor barrier meets the requirements specified in Section 01352 "LEED Credit Qualifications and Procedures." Provide an MSDS with VOC content of the product highlighted and a narrative that describes where the product is used in the project. I I 1.04 HAZARDOUS MATERIAL PROCEDURES A. Requirements: See Section 01121. I PART 2 - PRODUCTS 2.01 FIBER GLASS BLANKET, FACED I A. Manufacturer: Johns Manville Microlite - Type 75, Owens Corning, CertainTeed, or reviewed equivalent. I B. Facing: FSK Aluminum Foil C. Thermal Conductivity: 0.29 k at 750F. I Ceilings Peninsula College 15180 - 1 Insulation Bid Set <fJNotkin Mechanical Engineers 2008 I A. Manufacturer: Johns Manville Microlite - Type 150, CertainTeed, or reviewed equivalent. I I 1 I 1 1 1 D. Density: 0.75 pet. E. ASTM Standard: ASTM C 1136, Type II. 2.02 FIBER GLASS BLANKET, UNFACED B. Facing: Unfaced. C. Thermal Conductivity: 0.25 k at 750F. D. Density: 1.5 pet. E. ASTM Standard: ASTM C 553, Type II. 1 PART 3 - APPLICATION 3.01 APPLICATOR 1 A. Qualification: Applied by mechanics specializing in this type of work. Apply covering when building is thoroughly dry to prevent shrinkage. I B. Pressure Testing: Contractor to insulate piping and ductwork only after verification of successful pressure testing. I I I I 3.02 SUPPLY AND OUTSIDE AIR DUCTWORK-CONCEALED A. Method: 1.50-inch blanket with FSK jacket; continuously tape longitudinal and butt joints. Insulation not required on sound lined ductwork unless otherwise noted. 3.03 RETURN DUCTWORK A. General: Where ductwork is outside building insulation, insulate as concealed supply; otherwise, no insulation is required. 3.04 SUPPLY AND RETURN AIR DUCTWORK-IN UNCONDITIONED SPACES END OF SECTION 1 I A. Extra Protection: Double specified insulation thickness. 1 Ceilings Peninsula College 15180 - 2 Insulation Bid Set @Notkin Mechanical Engineers 2008 I .1 I I I SECTION 15500 FIRE SPRINKLER SYSTEM I PART 1 - GENERAL I 1.01 GENERAL REQUIREMENTS A. Conditions: See Section 15000 - 1.01. I 1.02 WORK SPECIFIED ELSEWHERE I A. General: See Section 15100 for requirements on access panels, identification, paint, heat tracing, fire stopping, and execution requirements (Part 3). I 1.03 SCOPE I A. Work Requirements: Remodel existing automatic fire sprinkler system in areas where new ceilings are being added. Relocate sprinkler heads into new ceiling system and coordinate exact new head locations with new grilles, registers, diffusers, lights, fire alarm devices and other devices located in the new ceilings. Design, furnish, and install a remodeled fire sprinkler system including pipe, fittings, valves, drainpipe, test connections, and sprinklers. All accessories necessary to meet required codes, standards, and requirements of authorities having jurisdiction shall be included. B. Contractor's Responsibility: Drawings are diagrammatic in part, and do not attempt to show complete details of installation. It shall be Contractor's responsibility to provide a complete, operable system. Any additional valves, piping, sprinklers, offsets in piping, accessories, etc., as may be required by authorities having jurisdiction, shall be provided at no additional cost to Owner. I I I 1.04 APPLICABLE CODES AND STANDARDS I I A. Requirements: Comply with all requirements of latest published editions of the following codes: 1. International Building Code. 2. International Fire Code 3. NFPA 13 "Standard for Installation of Sprinkler Systems." 4. NFPA 72 "National Fire Alarm." I 5. IBC Section 903 "Automatic Sprinkler Systems." I I B. Additional Requirements: In addition, comply with all codes and standards required by authorities having jurisdiction. C. Latest Published Edition of NFPA: Where governing authority has not yet adopted the latest published edition of NFPA at time of bid, Contractor shall design and install to the requirements of the latest published edition of NFPA at time of bid; unless otherwise required by the governing authority. I 1.05 AUTHORITIES HAVING JURISDICTION Ceilings Peninsula College 15500 - 1 Fire Sprinkler System Bid Set @Notkin Mechanical Engineers 2008 I I A. Governing Authorities: Comply with all requirements and recommendations of the following authorities: Local Fire Department and the State Fire Marshal. I 1.06 PRE-BID COORDINATION I A. System Review: Review system requirements during bid period with authorities having jurisdiction, including any special or unusual requirements, and provide for them in contract price. I A. Requirements: Submit shop drawings for review prior to fabrication. Initial submittal shall have six copies submitted to Architect. Three copies will be returned to Contractor, who shall make corrections if so noted. If no corrections are required by Architect, Contractor shall proceed to obtain approval of all authorities having jurisdiction. Prior to installation, submit one set of Drawings (which has been stamped approved by authorities having jurisdiction) to Architect. I 1.07 SHOP DRAWINGS I B. Corrections: If corrections are required by Architect, or any of authorities having jurisdiction, another submittal of six copies shall be submitted to Architect. I C. Shop Drawings: Shop drawings shall include detail Drawings of sprinkler systems, including sections. Verify coordination with other trades. Shop drawings shall contain sprinkler heads, piping, piping supports, earthquake protection, hydraulic calculations, etc., as may be required to formally meet all requirements of applicable codes, standards, and authorities having jurisdiction. I I PART 2 - PRODUCTS 2.01 GENERAL I A. Approvals: All fire protection products and accessories shall be approved by Factory Mutual (FM) or UL listed for fire protection. I 2.02 PIPE AND FITTINGS - ABOVEGROUND I A. 2 inches and smaller: Schedule 40 black steel pipe with cast iron or malleable iron screwed fittings. B. 2.50 inches and larger: Schedule 40 black steel pipe with roll groove Victaulic Style 07 Zero-Flex or equivalent couplings. Victaulic Style 75 flexible couplings or equivalent shall be used only where code requires flexible couplings for earthquake protection. I I 2.03 ESCUTCHEONS A. General: Flanged steel, hinged, with setscrew, nickel-plated finish. I A. General: Where referenced in following specification, "TFP" shall mean "Tyco Fire and Building Products", formerly "Star Sprinkler Corporation". Sprinkler heads will match those previously installed in the building. I I 2.04 SPRINKLER HEADS Ceilings Peninsula College 15500 - 2 Fire Sprinkler System Bid Set (f)Notkin Mechanical Engineers 2008 I I I. I. I B. Areas with Finished Ceilings: 1. General: Concealed pendant type sprinkler, quick response with glass bulb and chrome cover plate. 2. Manufacturer: TFP Series: RFIIQR, or reviewed equivalent. I C. Sidewalls in Finished Areas (Interior): 1. General: Recessed horizontal sidewall type sprinkler, quick response with glass bulb and chrome plate finish and escutcheon. 2. Manufacturer: TFP, Series TY-FRB or reviewed equivalent. I I PART 3 - EXECUTION I 3.01 INTERFERENCES I A. Coordination: Coordinate work to ensure that there is not a conflict between location of sprinkler piping and heads, electric fixtures, piping, ducts, etc. Sprinkler piping and head locations shall not limit or prohibit access to mechanical or electrical accessories requiring maintenance access. 3.02 LAYOUT I A. General: All remodel areas of building are to be fully sprinklered including any areas above ceilings or any voids required to formally meet requirements of applicable codes and standards and authorities having jurisdiction. I B. Design Coordination: Coordinate location, type and quantity of heads, type of coverage with architectural reflected ceiling plan, and requirements of authorities having jurisdiction. Locate piping in such a manner that it will not interfere with lights, structure, etc. Changes in layout, to meet requirements of applicable codes and standards and authorities having jurisdiction, shall be made without additional cost to Owner. I I I C. Sprinkler Head Locations: Where sprinkler heads are installed in acoustical ceiling tiles, they shall be centered in tile unless indicated otherwise on architectural reflected ceiling plans. Where multiple sprinkler heads occur in a linear pattern, intent is to have sprinkler heads in a straight line, without variation. Additionally, vertical height of installed heads shall be uniform and per manufacturers recommendations. Sprinkler head locations are indicated on the architectural reflected ceiling plans only in areas of aesthetic importance. If head locations or number of heads indicated do not comply with applicable codes and standards or requirements of authorities having jurisdiction. revise the locations and number of heads and obtain approval from Architect prior to formal submittal. I I 3.03 TESTS I A. Method: Test piping system in accordance with NFPA 13, 14, and 20 requirements. Certify that these tests have been satisfactorily conducted. I END OF SECTION I I Ceilings Peninsula College 1 5500 - 3 Fire Sprinkler System Bid Set @Notkin Mechanical Engineers 2008 I - I I I I SECTION 15810 AIR DISTRIBUTION SYSTEM I PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS I A. Conditions: 1. See Section 15000 - 1.01. I 1.02 SCOPE I A. Section Includes: Supply, return, exhaust and outdoor air ductwork, accessories, and terminal units. 1.03 SYSTEM CHANGES I A. General: Refer to Section 15050 for requirements for additional sheaves, belts, and balancing dampers. 1.04 SUBMITTALS I I A. Requirements: Conform to requirements specified in Section 15000, and submit the following additional items. 1. Intent: Intent of requiring Ductwork shop drawings from Contractor is to provide assurance to Engineer that work of various trades has been coordinated based on actual equipment to be installed and means and methods to be employed. To this end, it is required of Contractor that coordination by and between various trades be done. Shop drawings are intended to be resulting product of Contractor's coordination effort. See Specification Section 15000 for use of Notkin's electronic drawing files. I I 2. Duct Layout Drawings: Provide duct shop drawings showing all ductwork. Drawings shall be prepared at a minimum scale of 0.25 inches = 1 foot. Indicate on Drawings all offsets, duct elevations, fittings, sizes, volume dampers, diffusers, critical dimensions, lining, etc., to show conformance with the Drawings and Specifications. Include notations indicating coordination with other trade components (structure, piping, lights, etc.). Provide sections and details as required to show that all mechanical work will fit in space allocated. Sections and details shall include sufficient detail to show conformance with Drawings and Specifications. Initial submittal shall include six sets of prints. Any resubmittals shall include three sets of prints. At completion of work, provide complete as-built drawing set indicating all record modifications made during construction. Provide complete set of CAD drawing files and layering conventions used for shop drawing preparation by Contractor. Contractor produced as-built drawings and CAD files shall be turned over to Owner. I I I 3. Duct Cleaning Methods: Submit a clearly outlined procedure for duct cleaning including equipment to be used, and name, address, and phone number of person directly responsible for cleaning. Clearly state that this work is to be performed prior to balancing. I 4. Duct Leakage Testing Agenda: Submit per Part 3, Execution, paragraph on duct leakage testing. I I Ceilings Peninsula College 1 581 0 - 1 Air Distribution System Bid Set @Notkin Mechanical Engineers 2008 I I 5. VOC Limits: Submit written statement that each type of adhesive, sealant, or caulk used on the inside of the exterior vapor barrier meets the requirements specified in Section 01352 "LEED Credit Qualifications and Procedures." Provide an MSDS with VOC content of the product highlighted and a narrative that describes where the product is used in the project. I I PART 2 - PRODUCTS I 2.01 SHEET METAL A. Galvanized sheet steel. 1. Type: ASTM A653. I B. Stainless sheet steel. 1. Type: ASTM A 167, AISI UNS Type 304L. I C. Aluminum sheet. 1. Type: ASTM B209, Alloy 3003, Temper H14. I 2.02 DUCT SEALER A. General: Duct sealer shall be UL classified, have a flame spread rating less than 25, and a smoke developed rating less than 50 when in a dry state. Duct tape will not be accepted as a substitute for duct sealer. I B. Manufacturers: United McGill Duct Sealer (solvent or water based), MEI Duct Sealer No. 4450 or 4452, Hardcast Carlisle Sure-Grip Duct Sealer. \ 2.03 FIRE STOPPING MATERIALS I I A. Requirements: See Section 15100 for requirements. I 2.04 OPTIONAL JOINT SYSTEM A. General: At Contractor's option, transverse duct joints may be made utilizing one of duct joining systems listed below. Basis for evaluating a substitution as equal shall be Ductmate Joining System. Ductmate system utilizes 20-gage galvanized steel companion angles, 12-gage steel corner pieces, and an integral polymer mastic seal. For substitute joining systems, Contractor shall provide a sample at work site for review by the Architect. I I, B. Transverse Joints: Ductmate proprietary duct connection systems will be accepted. Ductwork constructed using these systems will refer to manufacturers' guidelines for sheet gage, intermediate reinforcement size and spacing, and joint reinforcements. I TDCfTDFfT-24 shall be constructed as a SMACNA - HVAC Duct Construction Standards Manuals T-24 flange. I Use of these joint systems shall be limited as follows: I Duct Size o to 42 inches Operatinq Pressure o - 2 inches wg I Ceilings Peninsula College 1 581 0 - 2 Air Distribution System Bid Set @)Notkin Mechanical Engineers 2008 I I I I C. Longitudinal Seams and Fittings: Pittsburgh lock or snap lock shall be used on all longitudinal seams. Use Pittsburgh lock only on fittings, snap lock is not acceptable. I D. Acceptable Joining Systems: Ductmate or TDF. I 2.05 FLEXIBLE DUCT I A. Standards: Flexible duct shall be UL approved under UL-181 as a Class I air duct, and shall comply with NFPA 90A and 90B. Flame spread rating shall be less than 25 and smoke developed rating shall be less than 50. I I B. Low Pressure Supply: Flexible ducts shall consist of an exterior polyethylene vapor barrier, 1.50 inch thick fiberglass insulation (K=0.23 at 750F), encapsulated spring steel wire helix, and impervious, smooth, non- perforated interior vinyl liner. Flexible ducts shall be rated for 4-inch wg positive pressure, 4,000 fpm, and 180oF. Thermaflex G-KM, or reviewed equivalent. I C. Low Pressure Return (or Exhaust): Same as low-pressure supply or, at Contractor's option, flexible aluminum duct rated to 3-inch wg negative pressure may be used. Clevaflex Type S, or reviewed equivalent by Johns Manville. I D. High Pressure Supply (4-lnch wg and Above): Flexible aluminum duct rated to 8-inch wg positive pressure. Clevaflex Type S, or reviewed equivalent by Johns Manville. I 2.06 DUCT LINER I A. General: Lining shall be made of long textile-type glass fibers, 1-inch thick with 1.5 pet density. In unconditioned areas, provide 2-inch thickness. I. B. Lining: Lining shall meet the following requirements: 1. Acoustical performance per ASTM C1 071. 2. Erosion test per UL 181. I I 3. Fungi and bacteria resistance per ASTM C665, ASTM G21, and ASTM G22. 4. Corrosion resistance per ASTM C665. 5. Thermal conductivity of not more than 0.28 Btu-inch per hour-sq.ft.-oF. I 6. Air friction correction factor not to exceed 1.15 at 2,000 fpm. 7. Suitable for air velocities to 5,000 fpm per ASTM C1071, and temperatures to 2500F per ASTM C411 . I 8. Adhesives to comply with ASTM C916. I C. Manufacturer: CertainTeed ToughGard or reviewed equivalent by Owens Corning, Johns Manville, or Knauf. I Ceilings Peninsula College 1 581 0 - 3 Air Distribution System Bid Set @Notkin Mechanical Engineers 2008 I I 2.07 ACCESSORIES I A. Turning Vane Elbows: 1. General: Turning vanes shall be a true airfoil design; smoothly rounded entry nose with extended trailing edge. Turning vanes shall be high efficiency profile (HEP), as manufactured by Aero/Dyne Company or reviewed equivalent. I 2. Substitutions: Substitutions will only be reviewed if accompanied by shop drawings demonstrating how turning vane is to be installed. I 3. Convergent and Divergent Elbows: Elbows with different inlet and outlet dimensions shall have turning vanes installed so incoming and leaving airflows are parallel with leading and trailing vane blade edges. I B. Air Extractors: Adjustable blades, rotating shaft operator. Titus AG-45 with Young NO.1 operator, or reviewed equivalent. I C. Elbows: Standard radius or vaned square per SMACNA. I D. Manual Volume Damper: Single blade for ducts up to 12 inches high, opposed for over 12 inches high, locking nut and indicating device, per SMACNA HVAC Duct Construction Standards - Metal.and Flexible, Figure 2-12 and 2-13. For externally insulated ducts, provide a Hat channel spacer to extend handle location above finished insulation jacket. I I E. Remote Volume Dampers: Provide damper, linkages, and remote damper quadrants as follows: 1. Plaster or Gypsum Board Surfaces: Young No. 301 with chrome-plated cover. 2. Acoustical Tile Surfaces: Young No. 315 with chrome-plated cover. I F. Solder: 95-5. I G. Equalizer Grids: Titus Model EG, or reviewed equivalent. I 2.08 GRillES, REGISTERS, AND DIFFUSERS A. Requirements: As scheduled and indicated on Drawings. Ceiling-mounted units to mate with ceiling system. Provide plaster frames for units mounting in plaster walls or ceilings. The manufacturer shall provide published performance data for the grilles, registers, and diffusers. They shall be tested in accordance with ASH RAE Standard 70. Sizes shown on Drawings indicate duct connection with minimum 60% net free area. Titus, Trox, Carnes, Krueger, Anemostat, Metal-Aire, or reviewed equivalent. I I B. Ceiling Diffuser Supply Plenum: 1. Construction: Ceiling diffuser supply plenum shall be constructed of standard galvanized sheet metal and duct gauge. Square plenum shall be used with square or round neck ceiling diffusers. Plenum shall have a perforated metal plate installed with 3/16-inch diameter holes providing for approximately 51 % free area. Plate shall be installed vertically in plenum by means of spot welds to provide for an even air distribution over the inlet throat of the diffuser. Connection to the ceiling diffuser shall be gasketed or sealed to provide an airtight connection. I I I Ceilings Peninsula College 1 581 0 - 4 Air Distribution System Bid Set @Notkin Mechanical Engineers 2008 I I I I 2. Manufacturer: Columbia HVAC Products (represented by Gensco - Albina), or reviewed equivalent. I 2.09 DUCT CLEANING I A. General: HVAC systems cleaning shall be performed by an independent industrial ventilation and air conditioning system-cleaning contractor, not affiliated with the Mechanical Contractor. I B. Contractor: Contractor shall be a member of the National Air Duct Cleaners Association (NADCA). Contractor shall perform source removal duct cleaning in accordance with NADCA - General Specifications for the Cleaning of Commercial Heating, Ventilating, and Air Conditioning Systems. Work shall be performed or supervised by a person who has been certified by NADCA as an Air Systems Cleaning Specialist (ASCS). Contractor shall furnish labor, equipment, and materials to clean supply, return, and exhaust systems. I I C. Cleaning Companies: Ventilation Power Cleaning, Inc. - (206) 634-2750; Innovac - (206) 783-3317, or reviewed equivalent. I D. Scope: Work to be performed under this specification shall include the following: 1. Contractor shall have vacuum equipment capable of 6,000 to 10,000 cfm to vacuum duct systems. Airflow through ducts must be two times greater than fan systems has during normal operation. Fan systems must not be operated during cleaning operation. I I 2. All interior surfaces of ventilation systems including ducts, trunks, screens, filters, coils, and fan casings shall be thoroughly cleaned of dirt, grease, lint, and other foreign matter. I 3. All cleaning of ducts shall be accomplished using vacuum suction as specified, augmented by power rotating brushes and air blasting using an air jet to air blast interior of all ducts being cleaned. I 4. Cleaning of coils shall include pressure washing both sides using 800 to 900 pounds pressure, using approved cleaning solution to remove oily film and debris. I I 5. Installation of access openings in ducts as required for complete and thorough cleaning. Access openings shall be at each turning vane, each damper, each coil, and at other locations as required to assure complete system cleaning. Sealed gasket cover plates shall be installed over each opening. Sealed gasket cover shall be capable of withstanding 150% of duct static with 0% leakage. Submit sealed gasket cover shop drawing for review. I 6. All volume dampers and registers of diffuser dampers shall be carefully marked before cleaning operation and left at the same setting upon completion. Cleaning Contractor shall immediately report to Owner's Representative all damaged or inoperative dampers discovered prior to cleaning operations. Contractor shall also report any obvious areas of duct leakage. I I I Ceilings Peninsula College 1581 0 - 5 Air Distribution System Bid Set r&JNotkin Mechanical Engineers 2008 I I I PART 3 - EXECUTION 3.01 METAL DUCTWORK I A. Standards: Comply with the most stringent requirements and recommendations of International Mechanical Code, and SMACNA HV AC Duct Construction Standards-Metal and Flexible, specifications for fabrication, construction, installation, and sealant of ducts, fittings, and accessories. I B. Ductwork Configuration: Install ductwork as indicated. Indicated duct dimensions are net inside dimensions. Allow for thickness of duct lining where specified or indicated. All ductwork shall be constructed and assembled with smooth internal surfaces. Drawings do not attempt to show all required offsets of ductwork. Make offsets (15-degree maximum angle of offset) as necessary for installation of work without additional cost to Owner. I I C. Pressure-Velocity Classification: 1. Type 1 G: 2 inch positive or negative. a. Application: All ductwork, unless specified or indicated otherwise. b. Material: Galvanized. c. Requirements: Fabricate and install in accordance with SMACNA pressure-velocity requirements for 2-inch wg (positive or negative). d. Sealing: See ductwork sealing requirements. I I 2. Type 1 S: 2-inch positive or negative. a. Application: All exhaust ductwork in the Science Wing general. b. Material: Stainless steel. c. Requirements: Same as Type 1 G except with welded seams and joints. I 3. Type 2: 1 inch positive or negative. a. Application: Supply ductwork on downstream side of variable air volume (V A V) and constant volume (CV) control terminals or any return or exhaust ductwork. b. Material: Galvanized. c. Requirements: Fabricate and install in accordance with SMACNA pressure-velocity requirements for 1-inch wg (positive or negative). d. Sealing: See ductwork sealing requirements. I I I 4. Type 4: 4-inch positive (high pressure). a. Application: All supply ductwork between supply fan discharge and variable air volume (VAV) or constant volume (CV) terminals. b. Material: Galvanized. c. Requirements: Fabricate and install in accordance with SMACNA pressure-velocity requirements for 4-inch wg (positive). All fittings in mechanical shafts shall be full body fittings-no saddle tap fittings. d. Sealing: See ductwork sealing requirements. I I D. Ductwork Sealing Requirements: 1. General: All ductwork (including all transverse joints and longitudinal seams, and all duct wall penetrations in excess of 0.50 inches static pressure) shall be sealed. I 2. Duct Tape: Duct tape and other pressure sensitive tape shall not be used as the primary sealant. I I Ceilings Peninsula College 1 581 0 - 6 Air Distribution System Bid Set @JNotkin Mechanical Engineers 2008 I I I I E. Sheet Metal Accessories and Miscellaneous Requirements: 1. Duct Penetrations Through Rated Surfaces: Duct penetrations through rated walls, ceilings, or floors, which do not require fire damper(s) to be installed, shall be fire stopped utilizing UL listed fire stopping products and methods; size openings accordingly. I I 2. Duct Penetrations through Partitions: Provide 0.25-inch clearance from structure and fill with mineral wool insulation material. 3. Dissimilar Metals: Isolate joints between dissimilar metals with fiber gasket. I 4. Duct Liner: Provide on ductwork and plenums as indicated. Glue and pin in accordance with manufacturer's recommendations. All edges of liner facing in direction of airflow and not receiving metal nosing shall be coated with adhesive. Liner shall be neatly butted without gaps at transverse joints and shall be coated with adhesive at such joints. If lining is cut during installation of ductwork, exposing unprotected liner filament (i.e., spin-in takeoffs), exposed edges of lining shall be coated with adhesive. I I F. Volume Dampers: 1. General: Provide volume dampers to facilitate proper balancing of system(s) and as required by testing and balancing agency. Set and lock all volume dampers in "full open" position during installation. I 2. Application: In accessible areas, provide manual volume dampers. Where dampers are concealed behind surfaces that do not allow access, provide remote volume dampers. I 3. Location: Provide in branch ducts to each supply, return, and exhaust openings (exception: do not provide where there is only one branch duct opening coming off a SAV, EAVor FHAV. Provide in branch takeoffs off of main ducts where pressure drop is less than other branch takeoffs coming off of same main duct. Locate volume dampers away from outlets to minimize noise transmission to room(s). Volume dampers shall be provided in accessible locations. I I G. Flexible Duct: 1. General: Install in full-extended condition. free of sags and kinks. Use minimum length required to make connection. Bends not to exceed an aggregate total of 90 degrees except where indicated otherwise; orient ducts and takeoffs accordingly. Minimum bending radius shall be 1.50 times diameter. Length shall not exceed 6 feet. Any change in size to match terminal connection collar shall be made at terminal with a sheet metal transition. Use round-to-oval sheet metal transitions when connecting to oval collars on air devices. Suspend on minimum 36-inch centers with 2-inch wide, 28-gage sheet metal band around circumference of flex duct. I I I 2. Low Pressure Supply Connections: Fold back insulation and jacket. slide helix and inner liner over sheet metal connection collar, and use nylon or metal draw-band clamp to fasten helix and liner to collar. Fold insulation and jacket down and fasten to collar with second nylon or metal draw-band clamp. I I 3. Low Pressure Return (or Exhaust) Connections: Where vinyl-lined flex duct is used, install same as low-pressure supply. Where aluminum flex is used, fasten flex duct to sheet metal connection collar with duct sealer and sheet metal screws. Minimum number of sheet metal screws shall be 3 for up to 7 inch diameter and 4 on 8 inch diameter and larger. 4. Restrictions: Flexible duct shall not be installed in inaccessible ceiling spaces or in areas where flex is exposed. For these applications, use hard-ducted connections. I I Ceilings Peninsula College 15810 - 7 Air Distribution System Bid Set (fWotkin Mechanical Engineers 2008 I - I H. Access Panels: Where not specifically indicated, provide access panels to dampers, coils, and other mechanical equipment requiring maintenance, adjustment, or inspection when such items are concealed. Access panels shall be large enough to permit maintenance, adjustment, and resetting of device. See Section 15100 for additional requirements. I I I. Access Identification: 1. Duct access doors, telescoping, or removable duct sections shall be identified with letters no less than 0.50-inch high to indicate location and type of device accessed within. I: 3.02 AIR TERMINALS I A. Mounting Frames: Select frame style for type of construction and module of ceiling in which they are mounted. B. Special Hangers: Grilles, registers, or diffusers weighing over 20 pounds are to be hung independently of ceiling system; in T-bar ceilings, they are to be clipped to T-bars. Return/exhaust terminals, which lay into T-bar ceilings, shall also be clipped to T-bars to prevent rattling. I I C. Installation Requirements: 1. Where manufacturer provides grilles, registers, or diffusers with less than a 2-inch collar for connection of ductwork, provide a 2-inch sheet metal collar riveted and sealed to manufacturer's collar. 2. Provide equalizer grids in all non-linear ceiling diffusers. I .1 I I 3. Ceiling Diffuser Supply Plenum: Provide ceiling diffuser supply plenums at all supply air diffusers. Ceiling diffuser supply plenum shall also be used at all ceiling supply air terminal locations where a hard duct radius elbow cannot be used due to space constraints. In no case shall flexible duct be connected directly to a ceiling diffuser without a hard duct radius elbow or a ceiling diffuser supply plenum. Back of ceiling diffuser and ceiling diffuser supply plenum, or radius elbow, shall be insulated with faced fiberglass blanket insulation in same manner as supply ductwork. D. Location: Approximate location of air terminals is indicated on Drawings. Precise location of these air terminals is indicated on Architectural Ceiling Plans. Bring conflicts between Drawings to immediate attention of the Architect prior to shop drawing submittal. I E. Where diffusers, registers, and grilles cannot be installed to avoid seeing inside duct, paint inside of duct with flat black paint to reduce visibility. I 3.03 CLEANING OF DUCTWORK A. Verification: Verification of system cleanliness shall be determined after mechanical cleaning has been performed. All surfaces must be visibly clean and capable of passing the NADCA vacuum test. Test shall be administered by Air System Cleaning Specialist (ASCS). Testing and test results shall be performed by a certified lab performing gravimetric analysis. I I 3.04 DUCT LEAKAGE TESTING I A. Ductwork of 2-lnch wg or Less: All visible and audible leaks perceptible to Engineer shall be sealed. I Ceilings Peninsula College 1 581 0 - 8 Air Distribution System Bid Set @Notkin Mechanical Engineers 2008 I I I I B. Ductwork Over 2-lnch wg: 1. Maximum leakage allowed 0.5% of design cfm. I 2. Upon completion of test, Contractor to submit Air Leakage Test Summary Report (see sample at end of this section) for Engineer's review. Orifice tube data entries may be eliminated if a different type of test apparatus is used. In such case, record type of meter on test report. I I 3. Submit a testing agenda which describes test method and sequence in which various areas of ductwork will be tested (i.e., all at once or one floor at a time). Tests shall be performed on as large a section of duct system as practical. I 4. Smoke bombs shall not be used to locate leaks. Soap solution shall be used on exterior of duct to locate leaks. Leaks that do not form bubbles, but rather displace solution, will be considered major and shall be sealed. In addition, all audible leaks perceptible to Owner's Representative shall be sealed. I END OF SECTION I I I I I I I I I I I Ceilings Peninsula College 15810-9 Air Distribution System Bid Set @Notkin Mechanical Engineers 2008 I LL 0 U a... Cf) Cf) <{ ....J 0 W ~ 0::: w f- ::l <.9 e:. Cf) <( W Cf) 0... 0::: W ::l 0::: Cf) a... 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General Requirements: Conform to Contract Documents. B. Conditions and Requirements: Conditions and requirements of the General Provisions, Supplemental General provisions and Special Provisions are hereby made a part of the Electrical Division of this Specification. If requirements disagree, the more stringent requirement will become the contractual obligation. C. Provide a complete working installation with all equipment called for in proper operating condition. Documents do not undertake to show or list every item to be provided. When an item not shown or specified is clearly necessary for proper operation of equipment shown or specified, provide an item which will allow the system to function at no increase in Contract Sum. I I I 1.02 DEFINITIONS AND CODES A. Definitions of all terms shall be in accordance with applicable definitions of: I AlA IEEE IES NEMA - NEC IBe IFC IMC UBC UFC UMC ADA NFPA - American Institute of Architects Institute of Electrical and Electronic Engineers Illuminating Engineering Society National Electrical Manufacturers Association National Electrical Code International Building Code International Fire Code International Mechanical Code Uniform Building Code Uniform Fire Code Uniform Mechanical Code Americans with Disabilities Act National Fire Protection Association I I I I I 1.03 ELECTRICAL CODES A Codes for installation of electrical work shall be State of Washingtone Electrical Code, Electrical Safety Code, applicable rules and regulations and OSHA and Washington Industrial Safety and Health Act. Any violation of the above Safety Codes shall be cause for immediate termination of Contractor's authority to proceed with work, and recourse to his surety for completion of the project. 1.04 PERMITS AND INSPECTIONS A. Obtain permits and pay fees required by governmental agencies having jurisdiction over this work. I I B. Arrange for inspections required during construction. On completion of work, furnish satisfactory evidence to show all work installed in accordance with codes. I Science & Technology Building Ceilings Peninsula College 16010 - 1 Electrical Work, General Construction Documents A. Adequate working space shall be provided around electrical equipment for maintenance and operation. Minimum clearances shall conform to Art. 110-26 of N.E. Code. I I 1.05 CLEARANCES B. Where equipment, structural, mechanical or architectural arrangements impair clearance, rearrangement shall be made to meet minimum requirements. I I I I I 1.06 TESTS A. Test all wiring and connections for continuity and grounds before any fixtures or equipment are connected, and run a Megger test. Where such tests indicate faulty insulation or other defects, all such defects and faults shall be located, repaired and tested again. B. Make check of proper load balance on 3-wire system and on phases of 3-phase system. Check direction of rotation and lubrication on all motors after final service connections have been made. C. Make final tests in presence of Architect or his representative. 1.07 INDUSTRY STANDARDS, CODES AND SPECIFICATIONS A. All materials, equipment, and systems shall conform to the following applicable Industry Standards, Codes and Specifications: I ANSI IEEE IES IPCEA - NFPA - NEMA - UL IBC IFC IMC ADA WAC American National Standards Institute Institute of Electrical and Electronic Engineers Illuminating Engineering Society Insulated Power Cable Engineers Association National Fire Protection Association National Electrical Manufacturers Association Underwriters Laboratory International Building Code International Fire Code International Mechanical Code Americans with Disabilities Act (Washington State ADA/WAC51-40) Washington Administrative Code I I I A. Regulatory Requirements: 1. Nothing in the Drawings or Specifications shall be construed to permit Work not conforming to applicable laws, ordinances, rules or regulations. I I I I I B. Where differences occur between state laws, local ordinances, industry standards, utility company regulations and the Contract Documents, the most stringent shall govern. 1.08 QUALITY ASSURANCE 2. When Drawings or Specifications exceed requirements of applicable laws, ordinances, rules, or regulations, comply with documents establishing the more stringent requirements. 1.09 DELIVERY, STORAGE, AND HANDLING A. Ship equipment in its original package to prevent damage or entrance of foreign matter. Perform all handling and shipping in accordance with manufacturer's recommendations. Provide protective coverings during construction. I I Science & Technology Building Ceilings Peninsula College 16010 - 2 Electrical Work, General Construction Documents I I I I I I I I II B. Identify materials and equipment delivered to the Site to permit check against approved materials list, and reviewed submittals. 1.10 PROJECT CONDITIONS A. Equipment Rough-In: 1. Rough-in locations for equipment furnished under other Divisions and for equipment furnished by Owner are approximate only. Obtain exact rough-in locations from the following sources: a. From Shop Drawings for Contractor provided equipment. b. From Architect for Owner furnished, Contractor installed equipment. 1.11 MATERIAL AND EQUIPMENT ENVIRONMENT A. All equipment and material shall be suitable for the environment of the installation, and the installation including equipment shall satisfy the governmental agencies having jurisdiction. 1.12 DRAWINGS AND SPECIFICATIONS I A. Specifications, with drawings, are intended to cover installation of all electrical equipment. Materials shown and called for on drawings, but not mentioned in specifications, or vice versa, necessary for proper completion and operation of equipment, shall be furnished the same as if called for in both. I I I I I I I I B. Electrical drawings do not attempt to show complete details of project construction which affect electrical installations. Refer to architectural, structural and mechanical drawings for additional details which affect installation of this work. C. Before submitting a bid, check all features of building which may affect execution of work; no extra payments allowed for failure to obtain this information. 1.13 COORDINATION OF WORK A. Before installation Contractor shall make proper provisions for electrical work and to avoid interferences with installation of other work. Any changes caused by his neglect to do so shall be made by him at his own expense. B. Electrical drawings and specifications shall be compared with drawings and specifications of other trades and any discrepancies between them reported to the Architect prior to installation of work. C. Coordinate and arrange work so there is no interference between wiring outlets, lighting fixtures, and raceways with sheet metal work, insert hangers, mechanical piping, and structural members. 1.14 CUTTING AND PATCHING Do all cutting and patching for installation of the work. All cutting done carefully to prevent damage to work of other trades, and all patching done by mechanics skilled in the trade affected, and subject to approval by Architect. Provide all work per Section 01090. Work shall include: I I I A. All openings for removed equipment shall be patched or entire system replaced. No openings shall remain at completion of work. Science & Technology Building Ceilings Peninsula College 16010 - 3 Electrical Work, General Construction Documents I B. Painting: All exposed conduit, boxes, surface metal raceway, enclosures, multi-outlet assemblies shall be painted to match wall color. Where exact color unknown, coordinate with Architect to obtain color. All items shall be painted regardless of whether wall, ceiling, floor finish is painted. I 1.15 RUBBISH AND CLEAN-UP I A. Contractor shall promptly remove waste material and rubbish caused by workers. B. At completion of work, clean all fixtures and all other equipment installed., I 1.16 SCOPE OF WORK A. Mention herein or indication on drawings of articles, materials, operations or methods, requires that Contractor provide each item mentioned or indicated, of quality, or subject to qualifications noted; perform according to conditions stated, each operation prescribed. I I B. Work included under this contract provides for all labor, equipment, and materials to complete all electrical work as outlined in drawings and specifications for project. I C. The scope of this work is listed generally but is not limited to as follows: Lighting System and fixtures Branch wiring, power, lighting, and equipment I 1.17 SUBMITTALS I A. General: 1. Submittals shall be in accordance with requirements of Section 01340 and as specified. 2. Forward all submittals to the Architect, together, at one time. Individual or incomplete submittals are not acceptable. I 3. Organize submittals in same sequence as they appear in Specification Sections. I 4. Identify each submittal item by reference to Specification Section paragraph in which item is specified, or Drawing and Detail number. I 5. Identify each item by manufacturer, brand, trade name, number, size, rating, or whatever other data is necessary to properly identify and review materials and equipment. Words "as specified" are not sufficient identification. I I I I I I Science & Technology Building Ceilings Peninsula College 16010 - 4 Electrical Work, General Construction Documents I II I I B. Shop Drawings: 1. Show physical arrangement, construction details, finishes, materials used in fabrication, provisions for conduit entrance, access requirements for installation and maintenance, physical size, electrical characteristics, foundation and support details, and weights. 2. Catalog cuts and published material may be included to supplement Shop Drawings. I C. Contract Closeout Submittals: 1. Record Drawings: Provide Detail layout Drawings to a larger scale than the contract drawings in areas where the work is of sufficient complexity to warrant additional detailing. Prepare these drawings on tracings the same size as the contract drawings and submit with each set of Owner's record drawings. Any detailed raceways and wiring layouts prepared by Contractor shall be included in record drawings information forwarded to Owner. I I I 2. As-Built Drawings: a. The Contractor shall continuously maintain a marked job set of as-built drawings or CAD drawings as the job progresses, to indicate all significant deviations from the original design, including change orders and addenda. Maintain records of all concealed wiring and of actual equipment locations with dimensions on all underground circuits. Provide dimensions from acceptance reference lines as needed. These as-built drawings shall be kept on-site and available for inspection by the Owner. I I b. At the project close-out, the Contractor shall modify one complete set of reproducible Mylar copies, with all as-built information and submit these drawings to the owner for approval. Reproducible mylar copies will be furnished by the Owner upon request. Each sheet shall be marked "CORRECTED TO AS-BUILT". If there are no changes, drawings shall be marked "NO CHANGES, INSTAllATION PER PLAN". I I c. Contractor shall transfer all as-built information from the marked job set and other information as appropriate. I 3. Operation and Maintenance: a. Subsequent to final completion, and testing operations, instruct Owner's authorized representatives in operation, adjustment, and maintenance of electrical plant. I b. Before Owner's personnel assume operation of systems, submit operating and maintenance instructions, manuals, parts lists on electrical plant, its component parts, including all equipment which requires, or for which the manufacturer recommends, maintenance in a specified manner. Data sheets shall show complete internal electrical wiring, ratings, and characteristics, catalog data on components parts whether furnished by equipment manufacturer or others, names, addresses, and telephone numbers of source of supply for parts subject to wear or electrical failure, and description of operating, test, adjustment, and maintenance procedures. See 16100 - 1.18. I I I I I I Science & Technology Building Ceilings Peninsula College 16010 - 5 Electrical Work, General Construction Documents Round or square junction boxes 4" or 4-11/16" concealed above accessible ceilings shall be neatly identified on the cover with a permanent type black marking pen. Identification shall include system, circuit number(s), function, etc. I I I I I I I I D. Submit the equipment list to the Architect for final review. This list shall consist of, but not be limited to, the basic items applicable to the project as follows: Wiring Materials and Devices - 16100 E. Equipment Identification: Identify each conductor of all systems at each panel, pull box and outlet with permanently attached wrap-around adhesive markers as manufactured by Brady or approved. 1.18 ELECTRICAL EQUIPMENT MAINTENANCE MANUALS A. Operation and Maintenance Manuals: 1. The Contractor shall submit one (1) preliminary copy of the maintenance manual for Owner and Engineer review. After approval of preliminary copy and prior to project close-out, Contractor shall provide finished copies. b. Power Distribution Equipment. I II I 2. Contents of Manuals: Include catalog data, dimension drawings, wiring diagrams, service requirements, etc. where necessary for: a. Wiring Devices; 3. Format: 8V2" x 11" size, neat, clean copies, drawings. The manuals shall have a typewritten index and divider sheets with identification tabs between categories. Manuals shall be in three ring binders with titles permanently embossed on the cover face and the spine. Titles shall include the following information: I a. Project name and public works numbers; I I I I b. Manual title (such as "Electrical Equipment Operating Instructions and Maintenance Manual"); c. Contractor name and date of printing; d. Any required identifying information. B. The Electrical Contractor shall prepare maintenance manuals for the servicing of all equipment installed as a part of the construction contract. C. The information contained in the manuals shall be grouped in an orderly arrangement under basic categories. D. All manuals shall be prepared in a format to layout operations of systems and allow repair through disassembly and re-assembly. Diagrams must include part lists by manufacture. I I I E. Statement of warranty with exact length of all warranties and contact information including exact dates. F. Spare parts list at beginning of each section with contact number for obtaining parts. Science & Technology Building Ceilings Peninsula College 16010 - 6 Electrical Work, General Construction Documents I I I I I I I I I I I I I I I I I I I I 1.19 1.20 1.21 1.22 H. Catalog cuts of all equipment used on job. /. All available maintenance operations, and repair data published. J. Wiring diagrams and operating instructions for all systems installed. K. As-Built set of prints and systems showing exact location of all conduits and outlets deviating from original plans. Prints not required to be bound in maintenance manual. L. Signed receipts for all loose items i.e. keys, instructions and guarantee, etc. M. Refer to Section 01700 for Operations and Maintenance Manuals for all other requirements. JOB RECORD INFORMATION - See As Built Drawings A. Record drawings shall be continuously maintained in the field by the Contractor. Drawings used for this purpose shall be the latest revision and shall be kept neat and clean. NAMEPLATES AND TAGS 1. Label all junction boxes with pen indicating type of system (i.e. Power, Data, etc.), circuit voltage, panel and circuit number and switch leg. 2. Paint all junction boxes with the following color code. Normal 120/208 Normal 277/480 Black Brown FINAL SUBMITTALS A. After completion of all electrical work and prior to final inspection, submit the following: B. Letter addressed to Engineer, stating that Contractor, or his superintendent in charge of job, has personally made a complete inspection of the job; that those items found to be defective in material or workmanship or not in conformance with drawings and specifications have been corrected; and that entire electrical job is ready for final observation by Engineer. C. One copy of the electrical equipment maintenance manual (see 1.18) to be sent direct to Engineer for his review, containing the following: D. Letter of transmittal, addressed to Engineer, containing a list of suppliers of replacement parts for all electrical equipment used on job. WARRANTY A. Warranties shall be provided per Division 1. Where not indicated provide minimum 1 year (or standard manufacturers warranty if longer) warranty for all equipment installed on this project. Warranty shall include all labor, site visit, installation costs. PART 2 - PRODUCTS 2.01 MATERIALS A. Materials and Equipment General Requirements: 1 . All items of materials in each category of equipment shall be of one manufacturer. Science & Technology Building Ceilings Peninsula College 16010 - 7 Electrical Work, General Construction Documents 2. Groups of items having same or similar function shall be by single manufacturer to facilitate maintenance and service. I I I I I I I I I I I 3. Compatible with space allocated. Modifications necessary to adjust items to space limitations shall be at Contractor's expense. 4. Conform with conditions shown and specified. Coordinate with other trades for best possible assembly of completed Work. 5. Install fully operating without objectionable noise or vibration. C. Firestopping and Smokestopping: Provide in accordance with Section 07270. 1. Provide firestopping where wiring, conduit, or cable tray penetrates fire wall or floor. 2. Provide smokestopping where wiring, conduit, or cable tray penetrates smoke barrier. 3. Provide firestopping or putty packs behind all outlet boxes in fire walls. PART 3 - EXECUTION 3.01 INSTALLATION A. Follow manufacturer's directions in all cases where manufacturers of articles used furnish directions covering points not shown or specified. B. Accurately set and level equipment with supports neatly placed and 'properly fastened. No allowance of any kind will be made for negligence on the part of the Contractor to foresee means of bringing in and installing equipment in position inside the building. C. Conduit System: 1. Work into complete integrated arrangement with like elements. Make Work neat and finished appearing. Science & Technology Building Ceilings Peninsula College 16010 - 8 Electrical Work, General Construction Documents I I I I I I I I 2. Run concealed, except where shown otherwise. Where exposed run parallel with walls or structural elements with vertical runs plumb, horizontal runs level; groups racked together neatly with bends parallel and uniformly spaced. D. Provide hangers, supports, anchors and chases as required for installation of Electrical Work. See 16190. E. Interface with other products: 1. For purposes of clarity and legibility, Drawings are essentially diagrammatic to the extent that many offsets, bends, special fittings, and exact locations of items are not indicated, unless specifically dimensioned. Exact routing of wiring, and locations of outlets, panels, and other items shall be governed by structural conditions or obstructions. Contractor shall make use of data in Contract Documents. In addition, Architect reserves right, at no increase in Contract Sum, to make any reasonable change in location of electrical items exposed at ceilings or on partitions to group them in orderly relationships or to increase their utility. Verify requirements in this regard prior to roughing-in. 2. Take dimensions, location of doors, partitions, and similar features from Architectural Drawings. Verify at the Site under this Division. Consult Architectural Drawings for exact location of outlets, and other items to center with architectural features. Coordinate location of all ceiling mounted items with Section 09120. I II I I I I I I I I I I 3.02 FIELD QUALITY CONTROL A. Test panels and circuits for grounds and shorts with mains disconnected from feeders, branch circuits connected, and circuit breakers closed, all fixtures in place, permanently connected, grounding jumper to neutral lifted, and with all wall switches closed. END OF SECTION I I I I I I I I Science & Technology Building Ceilings Peninsula College 16010-9 Electrical Work, General Construction Documents II I I I I I I I I I SECTION 16070 SEISMIC SUPPORT PART 1 - GENERAL 1.01 SUMMARY A. Provide seismic support for electrical equipment in the contract documents in accordance with the current editions of the International Building Code (IBC), American Institute of Steel Construction (AISC) - Manual of Steel Construction, and International Conference of Building Officials (ICBO) - Test Reports for Anchors. B. Contractor shall provide seismic support designed by a structural engineer, licensed to practice in the State of Washington. Submit stamped support details for review by project structural engineer. C. Weight, location of center of gravity, distance between anchorage points, width and depth of equipment shall provided by the electrical contractor to the structural engineer. 1.02 DESIGN CONDITIONS A. Comply with IBC Chapters 16 and 17, unless more stringent requirements are programmed. B. Comply with IBC Chapter 16, Division IV, "Earthquake Design" for seismic zone 3. 1.03 SUBMITTALS A. Provide Product Data and Shop Drawings for anchorage and bracing not defined by details in the contract documents. I I I I I I B. Provide product certificates signed by manufacturers product certifying the products furnished comply with seismic requirements. Include in submittals. PART 2 - PRODUCTS 2.01 EQUIPMENT AND PRODUCTS TO BE SUPPORTED A. Equipment and products to be supported include but are not limited to the following: 1. Lighting fixtures. 2. Raceway systems including conduit runs. 3. Boxes PART 3 EXECUTION 3.01 APPLICATION I A. Design seismic supports to not restrict access to the equipment or system being supported. I B. Identify and require anchoring to comply with equipment manufacturer's requirements and installation instructions. END OF SECTION I Science & Technology Building Ceilings Peninsula College 16070 - 1 Seismic Support Construction Documents I I I I I I I I SECTION 16100 BASIC MATERIALS PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. Materials of quality herein specified, new, free from defects and listed by UL for purpose used. Each type of material of same make and quality throughout building. B. Submit list of all materials, manufacturers' names and catalog numbers for review. List to be typewritten with product, manufacturer and catalogue number as applicable. PART 2 - PRODUCTS 2.01 CONDUITS AND FITTINGS A. Rigid Metallic Conduit: Rigid galvanized steel (RGS) to be hot-dip galvanized, metallized, or sherardized, and conforming to ANSI Standard C-80.1. Republic, Allied or Western. I I I I I I I I I I B. Rigid Non Metallic Conduit: PVC, Schedule 40 heavy wall. Carlon or equal. All bends shall be Rigid Galvanized Steel. C. Electric Metallic Tubing (EMT): Galvanized or sherardized, same as rigid conduit. UL approved and conforming to ANSI Standard C-80.3. D. Coupling and Connectors for EMT: Steel, compression-type, or claw-grip, similar to Appleton or Tomic. No set screw or indenter fittings. E. Rigid Conduit Fittings: Cast malleable-iron threaded hubs, cadmium or galvanized finish, Crouse- Hinds, Appleton or T & B. Grounding clamps for pipe grounding, T & B 3930 thru 3970 with #2 thru #6 clamp. F. Union Joints in Conduit: Three piece couplings, Appleton or equal; running threads not permitted. G. Flexible Metal Conduit, Watertight: Flexible conduit shall be Anaconda Sealtite Conduit or equal, fabricated from continuous lengths of spirally wound, galvanized steel strip, with successive convolutions securely interlocked. H. Flexible Conduit Connections, Watertight: Connectors hall be water-, oil-, and grease-tight and shall be specially designed for use with liquid-tight flexible conduit. Connectors shall be Appleton Type ST, Thomas & Betts, or approved equal. I. Flexible Conduit Non-Watertight and Fittings: Single strip, interlocking flexible electro-plated or galvanized steel with connectors and fittings, U.L. approved. J. Conduit straps shall be one or two hole malleable. K. Rigid Aluminum Conduit, ENT: Not permitted. I Science & Technology Building Ceilings Peninsula College 16100 - 1 Basic Materials Construction Documents 2.02 OUTLET BOXES I I A. Shall be pressed code gauge steel, galvanized or sherardized, not less than 1-1/2" deep, similar to Appleton. Ii I I II I : I I B. Switch and receptacle boxes 1-1/2" deep minimum, 4" square box. C. Sectional boxes not permitted for conduit system. 2.03 WIRE AND CABLE (600 V) A. All wire and cable shall be type THWN/THHN. All wire marked with gage, type and make on 24" centers, bearing Underwriters' label. B. Wire No. 14 and smaller may be solid, all other wires stranded. All conductors shall be copper, 98% conductivity, color coded. C. Aluminum wire not permitted. D. Ground Wire: Provide green equipment ground wire in all 120 volt and above conduits. E. Isolated Ground Wire: Green with continuous yellow stripe. A. Provide plates of uniform design on all wiring devices. Stainless steel deluxe Pass and Seymour Sierra Series Sl, No Line or equal, in all finished areas. Pressed steel galvanized in unfinished areas. I I I I I I I I I 2.04 PLATES B. Gang plates for two or more devices together. Gang pod switches as shown on drawings. Provide single plate for classroom, staff, and administrative telephone intercom station and data outlet. 2.05 JUNCTION & PUll BOXES A. Shall be constructed of code gage steel with flush covers where possible, screwed on and painted as directed. B. Boxes of sizes as required in National Electrical Code except where specifically noted on Drawings. PART 3 - EXECUTION 3.01 CONDUIT INSTAllATION A. General: Conduit run concealed in walls and above ceilings unless otherwise noted. Check architectural drawings for details of building. Conduit to have smooth interior, ends cut square and reamed, and butt end-to-end in couplings. locate so as not to impair strength of construction. Conduit concealed in suspended ceiling system to be run parallel or at right angles to structural members of building. Exposed conduit is not permitted in finished areas. B. Ground Wire: Provide green equipment ground wire in all conduits with 120 volt and above circuits. I Science & Technology Building Ceilings Peninsula College 16100-2 Basic Materials Construction Documents I I I I I I I I I I I I I I I I I I I I C. Bends: Carefully made, to avoid injuring or flattening conduit. D. Fastening: Fasten to frame structures by means of wood screws, and to masonry by means of metal inserts or toggle bolts. Nails not permitted. Fastening of conduits in suspended ceiling shall be independent of ceiling hanger wires unless specifically approved by Architect. Support conduit every eight feet and within 18" of box or cabinet. Single straps shall be one hole malleable iron or steel. No nail straps. E. Capping: Cap conduit, during construction, by means of manufactured conduit seals, to prevent entrance of water or debris. Clean conduit of debris before wires are pulled. All conduit installed so as to prevent trapping of condensation. F. Type of Raceway: Minimum size of conduits for feeders shall be based on N.E. Code Table 3C. Concealed in building partitions or ceilings shall be EMT. All other areas shall use raceways approved by the State of Washington Electrical Code. No PVC conduit inside the building or above grade. G. Minimum Raceway Size: Homeruns 1" all others 3ft{' (minimum) except W' in conduit ending in single device. All spare raceways shall have pull tape with feet measurement, secured at both ends. Pull tape Ideal #31-347. H. Conduit elbows and bends shall be minimum 24" radius when containing 600 volt cables. 3.02 FLEXIBLE CONDUIT A. Flexible conduit shall be used for lighting fixture connections in accessible ceilings. 3.03 OPENINGS FOR ELECTRICAL WORK A. Where electrical raceways, equipment, fixtures, ducts, etc., pass thru floors, fire walls, equipment, fixtures, ducts, etc., where the fire resistant integrity is interrupted, openings shall be sealed around raceways, fireproofed, or other means used to restore the fire rating of the area or areas involved. Where cable runs penetrate fire walls, provide a conduit sleeve and maintain fire rating as described above. 3.04 BRANCH WIRING A. General: Complete system of conduit required to all light outlets, receptacles, switches, etc. as shown. Conduit size is per 161 00-3.01.G, as shown on drawings, or per National Electrical Code where not defined. Homeruns shall not deviate from plans. No conduit shall carry more than 8 conductors except where specifically shown on drawings. B. Coding: Branch circuit color code shall be: For 120/208 V. Black - Phase A, Red - Phase B, Blue - Phase C, White - Neutral, Green - Ground, Purple "Travellers" on 3 and 4 way switching. For 277/480V. Brown (A), Orange (B), Yellow (C) and Gray neutral. C. Boxes: Securely and independently supported. Check location and avoid conflict with other trades D. Wires: Branch circuits to all outlets shall be copper No. 12 gage minimum. All splices shall be made with Ideal 600 volt rated solderless, hard shell twist on type connectors, #451, #452, per U.L. ratings, with insulating caps. Splices or taps in wires or cables made only at outlet boxes, pull boxes, junction boxes, or splice boxes. Splices No. 8 or larger made with approved solderless connectors, properly insulated and taped. Science & Technology Building Ceilings Peninsula College Basic Materials Construction Documents 16100-3 E. Wiring Devices: Two wiring devices shown in one location installed under common plate. Install plates with all edges in continuous contact with finished wall surfaces without use of mats or similar devices. Plaster filling not permitted. Install plates vertically with alignment tolerance of 1/16". Sectional plates not permitted. I I I 3.05 GROUNDING B. General: Consult with Code authority and provide all Code requirements, which include: I I A. Provide and install all materials for grounding as shown on drawings and as herein specified. C. All metallic raceways, metallic piping, electrical equipment frames and housings, junction and pull boxes shall be grounded. END OF SECTION I I I I I I I I I I I I Ii I, D. Feeder conduit connected to junction or pull boxes shall be grounded by the equipment grounding conductor. Flexible conduit for circuits over 50 amperes shall be provided with a grounding jumper sized per Table 250-95 of the N.E. Code. E. Install separate equipment ground conductor in all conduit. Science & Technology Building Ceilings Peninsula College 16100 - 4 Basic Materials Construction Documents I I I I I I II I I I I I I I I I I I I I SECTION 16500 LIGHTING PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. Fixtures, General: All fixtures as shown in schedule. PART 2 - PRODUCTS 2.01 FIXTURE TYPES A. As noted on drawings. 2.02 OCCUPANCY SENSORS A. Existing ceiling mounted type to be relocated as indicated on drawings. B. Wire: As required by manufacturer, plenum rated. PART 3 - EXECUTION 3.01 FIXTURE INSTAllATION A. All outlets, unless specifically noted otherwise, shall be completely equipped with fixtures and lamps. B. After construction has been completed, wash all fixtures and clean lamps. C. Contractor responsible for roughing-in details and mounting provisions in general construction for all flush lights. D. Coordinate lighting fixture layout with general contractor as directed. Provide additional support if necessary to keep fixtures level where secured to ceiling supports. E. Where no fixture is scheduled, use same fixture as scheduled in similar areas. Science & Technology Building Ceilings Peninsula College 1 6500 - 1 Lighting Construction Documents I I I I I I I I I I I I I I I I I I I 3.02 CEILING & PENDANT MOUNTED FIXTURES A. Mount to withstand minimum downward pull, after installing fixtures, of 150# per 48" fixture length, or fraction thereof. Where fixture is not rated for installation against type of ceiling used, equip with 1-1/2" factory made spacers. B. Provide box, custom as required, for all fixtures. Where exposed conduit or Wiremold provide cast box to match fixture. C. Provide safety chains on all pendant fixtures that weigh over 50 pounds. D. Provide knuckle stems on all pendant fixtures. E. Provide all structural support required. Fixtures shall be connected to structural members or unistrut added between structural members. No toggle bolts. END OF SECTION Science & Technology Building Ceilings Peninsula College 1 6500 - 2 Lighting Construction Documents