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1502 Bldg E E Lauridsen Blvd - Maier Hall - Building
ox,pOR7"��F ELECTRICAL INSPECTION U��N y WIRING REPORT c F� °wo b 417-4735 DAT PERMIT# INSPECTO ,l 1) 11 OWNElh CONTRACTOR ADDRESS APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑ SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEEDED: 3 G G D t/Fy I7_ AC r �r(A, 4, fi- --p-r-,o rz t-.,t IZ C-.S A-Isau IE'_ ��l NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — ,*°°R74,QF ELECTRICAL INSPECTION a �N «_ N WIRING REPORT 417-4735 WORKS 6� DATE- PERMIT# INSPECTOR 1 l d'VAER CONTRACTOR ADDRESS /,5b APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑ SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEEDED• 1'� �o S `r NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — so'.. Fp°Rr� ELECTRICAL INSPECTION U WIRING REPORT w � 417-4735 DATE. PERMIT# INSPE T ill t OWNER CONTRACTOR -6�1 AL C-O J2C�2 ADDRESS Z C- APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑ SERVICE ❑ ❑ FINAL ❑ v CORRECTIONS NEEDED: pi NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — 0FP°RTELECTRICAL INSPECTION WIRING REPORT /0 RKS 417-4735 DAT PERMIT# INSPECTOR 1l OW ER CONTRACTOR ADDRESS APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑ SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEEDED:-,�1x- i <�6Q) T` ` NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OF PORTELECTRICAL INSPECTION 4- y WIRING REPORT �m F� `'cwORKS b 417-4735 DAT PERMIT# INSPECTOR 7 �1 -62-76 OWNE S� > rZp CONTRACTOR ADDRESS Z LMXJ APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑ SERVICE ❑ A q)7) f FINAL ❑ CORRECTIONS NEEDED: pIq►J lel.._ Ga V 1�1� SG�,�lJ C` 1C 11i�y/ NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - ��°ORra''CF ELECTRICAL INSPECTION WIRING REPORT G` r KS 417-4735 DAT : PERMIT# INSPECTOR � 1 ro-o2�b OVA& CONTRACTOR /� n W�K ADDRESS 115 Q Z 1--19'v rL APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑ / SERVICE ❑FINAL ❑ G CORRECTIONS NEEDED: �W NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - ~iOFpONT44,C� ELECTRICAL INSPECTION � l� H WIRING REPORT KS&.sc� 417-4735 DATE: PERMIT# INSPECTOR OWN R � t1 C-a i CONTRACTOR ',D A L ADDRESS 2 fZ_1 tr APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑ SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEEDED: =� n `fir-,___/ATL /'��7 �` �1►�� ""-' ...� A- ��A b►2 M n/ nJ�Z Ti��.f z b) NOTIFY INSPECTOR WHEN COR TIONS ARE COMPLETED WITHIN 15 DAYS a d i — DO NOT REMOVE — ti .1 z I'l 0,,pORT4"�F ELECTRICAL INSPECTION y WIRING REPORT RKS 417-4735 � $ DATE: PERMIT# INSPECTOR 1 ) At i—t— OWN �Z.lti1 o Nt CONTRACTOR 4'u- ADDRESS ADDRESS kL APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑ SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEEDED: 5a ZT At auk IA /1 A)Z f-Ja NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - �r�' POR << �►5 i � 4.eCITY OF PORT AN r OFFICE:.OF•THE,ELECTRICAGINSRECTOR' r 321 EAST FIFTH ST'j 'PORTANGELES,•WASHINGTON.98362' PHONE. '(360)-41-f 4735r ti t. i• t' �. ' ,}^•epi. .{ PROGRES;;1:VE��, °IN;S'P'E� TION .REV,}. { J tti N:rOT COyNCEA;L Olk. DES1 , .ROY Job Name -Fi. 7 Permit'-No: rmxi 7 'r wA�, "�,.Y`�'r• - �� f 4 ^Rr '�i.. f � '�' :irr.�:"s 'y. N 'r Owner vV y; `� 3 r ]E16didal-CohtrAdtot Location i .�.✓-''�' �• Cc R. GbG►-I'.fRF'�`�l� �'i=i��'� c: •'� ��. "�� S :L.oGK .:�'' ''� t�: ��'M Cc.�L'g'��t.S�r Inspection Area;Building'or Equiprpent Inspected Action:Taken` V Electrical Date Inspector. (- 21 6 L 'L`--1.1• :'so• .�:.�6'b -G:iE•l L:�:7.'l,L. Govt r :Y`V' ' 'r r �. 7 { lie- kA K. ''ryrye�,--^^ _t n ,�• s t- 41, Rv AkeD ,e•liC9; .L L /41 E ti C p�f Kid''l- 5 FAY t r o _cy- fie' Apo a' ZIS��� 21Z..Zi (`1 ' �.ra'IY > r'�Ot7.`I2.: aCO,rL{�.\:�Qd6Z_ �l>fiZb•►j; '?.."� ,. .t .ti - 21� .�i1 3 iZ C' wL . .G�►ut rNL y- � �.�l�l`'� �:1:�9-, �71Z£:�.�.1.'1'y° �s�r o :, ,�_ ._ r . . , 3�l—•+ l t• � J�- J�J r 7 F 'Q-".� ��`.���%��y�Q� +.< �t'r� `t� r.,, �, i. �Y Y 3 �,, � >IZ- .t Com' ,` tP: r- �'�, Wit^ •�:� ,r,F' s t�f ,� �r� �; N y .•t��a�. ','fes /DI'�4 +�� r• t .-. _ 't .., r ' '}'d�`7 ! Page, ,of .. . ELECTRICAL INSPECTION y WIRING REPORT �m F� KS& 417-4735� DAT PERMIT# INSPECTOR J �o 6► 10-O2,Z (o CONTRACTOR Hrz- fLD Z� GlZRfT aQ� ADDRESS 15'0-2- APPROVED 'oZAPPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑ SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEEDED: L^i S 7'►Jl-J-L J Y,Y? D U'A'L-- •R1yd.09Js b 1• r �N zs� c.r�w r-r- co 2 P w►�� 2`?�-�l d I� NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — 0wj ORT ELECTRICAL INSPECTION ��! q WIRING REPORT F� RKS& 417-4735 � b :1 DAT PERMIT p INSPECTOR / po t l _0 O ER/CONTRACTOR d-- E> ADDRESS V�l 7 hh z— APPROVED NOT APPROVED ❑ DITCH ❑ ❑ -ROUGH IN/COVER ❑ SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEEDED: E L &-t4 1 /3 /1 / 4 { lit) //I x l r-, N 11Z-t—,S P—LJA—lrq—L�- APA 1> o Fly a`( ►�� t.i__ �? S ef-A,L-4._ JE�7 1r, A9:11r5pif—C. 7 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — M' ELECTRICAL PERMIT O CITY OF PORT ANGELES l 360-417-4735 W Application Number 10 00001354 Date 11/17/10 v i Application pin number 822154 REPORT STATE SALES TAX 111 Property Address 1502 BLDG E E LAURIDSEN BLVD ASSESSOR PARCEL NUMBER 06 30 14 1 2 0000 0000 on your excise tax form Application type description ELECTRICAL ONLY to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 0 Owner Contractor WA PENINSULA COLLEGE COCHRAN ELECTRIC INC ' M 1502 E LAURIDSEN BLVD PO BOX 33524 PORT ANGELES WA 98362 SEATTLE WA 98133 y (360) 417 6553 (425) 704 8046 :za& 1 Q "7 Permit ELECTRICAL ALTER COMMERCIAL Additional desc COCHRAN EL / LV Permit pin number 177592 Sub Contractor COCHRAN ELECTRIC INC Permit Fee 325 90 Plan Check Fee 00 Issue Date 11/17/10 Valuation 0 Expiration Date 5/16/11 Qty Unit Charge Per Extension BASE FEE 230 00 1 00 95 9000 ECH EL LIMITED 1ST 1500 SQ FT 95 90 Fee summary Charged Paid Credited Due Permit Fee Total 325 90 325 90 00 00 Plan Check Total 00 00 00 00 Grand Total 325 90 325 90 00 00 f A vl ^W f, K, C�sv�12 C-�t�. •�l,� s� � 2 d.t L t ut� L 6 l --1.t 6 INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH Q SERVICE ROUGH IN FINAL �z COMMENTS PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date �� ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number 10 00001335 Date 11/15/10 Application pin number 126335 REPORT STATE SALES TAX Property Address 1502 BLDG E E LAURIDSEN BLVD ASSESSOR PARCEL NUMBER 06 30 14 1 2 0000 0000 on your excise tax form Application type description ELECTRICAL ONLY to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 0 Application desc Low voltage Audio Owner Contractor WA PENINSULA COLLEGE THE WHITLOCK GROUP 1502 E LAURIDSEN BLVD 15341 NE 90TH ST PORT ANGELES WA 98362 REDMOND WA 98052 (360) 417 6553 (425) 861 3484 -H7-5-��f '7�.4y 46 Permit ELECTRICAL NEW COMMERICAL Additional desc EACH ADDITIONAL 1500SQFT $5 00 Permit pin number 177360 Permit Fee 300 50 Plan Check Fee 00 Issue Date 11/15/10 Valuation 0 Expiration Date 5/14/11 Qty Unit Charge Per Extension BASE FEE 205 00 1 00 95 5000 ECH EL-ADDNT LIMITED 1500 SQ FT 95 50 Fee summary Charged Paid Credited Due Permit Fee Total 300 50 300 50 00 00 Plan Check Total 00 00 00 00 Grand Total 300 50 300 50 00 00 INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH SERVICE 5 2a ROUGH IN FINAL 1 COMMENTS PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date 11/12/2010 FRI 17 45 FAX 0002/002 2010/NOV/12/FRI 05 11 PM City Planning Dept FAX No 360 417 4711 i. P 001/001 ITS' OF PORT ANGELES PKI MT A PPLIC.A.TIOIaT �'��� � ���� ��•,�` � Buildiog Division/Elecctriic5d Uaspectious ELECTRICAL �- t 321 East Fifth Street—P O.)Rox 1150/Port Atagales Washint&Aj 98367NSPECTIONS � W Fla, (360)417-4735 F2x: (360)417-4711 Date; 11 IA ,�Dd© 1 &2 Single Family Dwelling Multi-Farnily Pr Commercial* Comrnefcial Addition/Alteration 1 Remodel Repaid "Plan Review May Be Required,Please Complete electrical Plan Review Inform 'on$beet w Job Address 5 'I" L C' v' Building Square Footage Description b above Owner ltrformatlon Contracto[lnformabotl OC I"O Name: Name &r_-,0 Address: MailinLJ0 g d ; Cir Stele; Tio;-_____ City; state Zp Phons: Far Phone: t- q1 aicMPs- - License#IExp -- License /Exp.Frotto�elttTr��ArGt1 t c- ��2ot1 item Unft`Charye -0-ty Total((Xy Multiv_lied by Unit Choreal Service/Feeder 200 Amp. $119.90 $ sar0ce/Feeder 201400 Amp. $145.50 � Service/Feeder 401-600 Amp $204.60 -Service/Feeder 601 1000Amp. $262.20 R Servlral/Feoder over 1000 Amp $372.50 $ Branch Circuit W/Service Feeder $ 2.60 $ Branch Circuit W10 Service Feeder $ 73.50 $- -- EachAdditionalfiranch.Circtfd $ 2.60 Temp,Service)Feeder 200 Amp. $ 92.70 $ Temp.Service/Feader 201400 Amp- $110-30 $ Temp-Service/Feeder 401600 Amp. $146.70 $ Temp.Service/FeWer 6014000 Amp $167.90 Portal to Portal-Hourly $ 95.90 $ Sign/0utline'lighting S -88.20 5lgrial>✓irb�il/ti�dlltedEritrTgylFirsl'1500sf�Commercial-$ -95:90 - Note: $5.00 for each additional 1500 sf Signal Circuit/LimitedEnetgy 'I&2 Famlly'Dwelling $ 63.90 $---- Signal CircuWLimited Enelgy-MultimFamllyDwelling $ $3.80 $ Manufactured Home Connecllon $119.90 $ Renewable Electrical Fnergy 51(0-System or less $-102�D $ Thermostat $ 56.00• $ RM.CONSTRUCLION.ONLY. First 1300 SquareF1. $110.30 i�3 3 Each Additional 500 Square Fl.or Pation'ot $ 3520 $ Each Outbuilding or Detached Garage S 73.51) -Each•Swimming•Pool or Hot Tub _ $110.30 6 Total 360 9— Owner as defined by RCW 19.28.261-(1)Owner w10 occupy the structure for two years after this electrical permit Is finalized.(2)Owner is required to'hire an electrical contractor If above said property.ls for sale,rent or lease,Permit eVires after six months of last inspection- After reading the above.statement,I hereby certify that 1 am the.owner of the above named property oralicrosed electricatoDritractor I am making the electrical installation,or alteration in compliance with the electeICel 18W6,N.E;C.,'RCW Chapter 19.28,WAC, Chapter 296468,The City of Port Angeles Mmicipal Code,and Utility Specifications and PAMC 14-05.050 regarding Eiectdcal Permit Applications. Signature of owner,electrical contractor or electrical administrator' D cash ❑ check ® Credltcardti 11/17/2010 WED 8 28 FAX 2063683281 0002/02 1 r G� �J CITY OF PORT ANGELES PERMIT APPLICATION `��'`�`""' Building Division/Electrical Inspections c` 321 East Fifth Street—P O.Box 1150/Port Angeles Washington,98362 W Ph (360)417-4735 Fax. (360)417-4711 Date: 11,l D /D __1 &2 Single Family Dwelling _Multi-Family or Commercial` �Commercial Addition/Alteration/Remodel/Repair" Plan Review Ma Be Required,Pease Complete Electrical Plan Review Information Sheet O Job Address: -f A 14.k-,Rp.r+ Bhll ?I-4MAIA-- ,l ��ti �n 51.,7_ Building Square Footage C (7)() Description of above Owner Information Contract�rinf rmation FA �o(o" 3O$'3i93 Name: %Q_r t Namen ri Ate_ �B Mailin Address: ` Ot- Mailing Address: r V� City State:t Ate/G Zip: A City 'S Q State: zip: _ Phone: Fax: Phone 0 - 19 wax: S ENO �+ � License 1 Exp. License#!Exp. (.' f vj,, 4t 11 Zt-I1 Item Unit Charge OtTotal(Qtv Multiplied by Unit Charge) Service/Feeder 200 Amp. $119.90 $ Service/Feeder 201-400 Amp. $145.50 $ Service/Feeder 401-600 Amp $204.60 $ ServicelFeeder 601 1000 Amp. $262.20 $ Service/Feeder over 1000 Amp. $372.50 $_ Branch Circuit W1 Service Feeder $ 2.60 _ $ Branch Circuit W10 Service Feeder $ 73.50 _ $ Each Additional Branch Circuit $ 2.60 Temp.Service/Feeder 200 Amp. $ 92.70 $ Temp.Service/Feeder 201400 Amp. $110.30 $ Temp.Service/Feeder 401-600 Amp. $148.70 $ Temp.Service/Feeder 601 1000 Amp $167.90 $ Portal to Portal Hourly $ 95.90 $ Sign/Outline Lighting $ B8.20 $ Signal Circuit/Limited Energy/First 1500 sf-Commercial $ 95.90 QQD $ � Note: $5.00 for each additional 1500 sf d j O o�v Signal Circuit/Limited Energy 1 8 2 Family Dwelling $ 63.90 $ Signal CircuiU Limited Energy Multi-Family Dwelling $ 63.90 $ _ Manufactured Home Connection $119.90 $ Renewable Electrical Energy 5KVA System or Less $102.30 $ __ Thermostat $ 56.00 $ NEW CONSTRUCTION ONLY. First 1300 Square Ft. $110.30 $ Each Additional 500 Square Ft.or Portion of $ 35.20 $ Each Outbuilding or Detached Garage $ 73.50 $ Each Swimming Pool or Hol Tub $110.30 $ $.3L5.9aTotal Owner as defined by RCW 19.28.261 (1)Owner will occupy the structure for two years after this electrical permit is finalized.(2)Owner is required to hire an electrical contractor if above said property is for sale,rent or lease.Permit expires after six months of last inspection. After reading the above statement,I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws,N.E.0 RCW Chapter 19.28,WAC Chapter 296-46B,The City of Port Angeles Municipal Code,and Utility Specifications and PAMC 14,05.050 regarding Electrical Permit Applications. Signature of owner electrical contractor or electrical administrator, O cash O Check Credit Card q r� X Dated: 0110112010 , ELECTRICAL INSPECTION WIRING REPORT r+KS 417-4735 � s DAT PERMIT# INSPECTO 31 -0 OWNER/CONTRACTOR ADDRESS I OZ - V f2- 7->L- APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑. SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEEDED: !�Is i tv s u L.n- 1 oP4 of, coy� "Fa to rz_ pjG-o be--) kt NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OF PORT ANC d ® CITY OF PORT ANGELES OFFICE OF THE ELECTRICAL INSPECTOR, 321 EAST' :FIFTH=ST. P.O.BOX 1150 PORT ANGELES,-WASHINGTON :98362 C/h, L)GN'� PHONE '(206),457 .0411 ' EXT 224:'a 158 L ;PROGRESSIV,, E• -INSPECTI:ON-I REPORT r T "DO MOT CONCE' AL .OR-DESTROY Job Name Permit No. OwnerElectrical Contractor } ' JA Location, Inspection Area;,:Building or'•Equipment Inspected Action TaKen Electrical Dote Inspector 1«3 LCA-14 t...l�_ G.ci v }�r� , .•. -. . ,. .. - l� F!�s T :F�oofL ►— I k 2- FLoa; 3 moo. '' 60_ 1� 2& 3 r •Z` 1. L-4' o4 1 S s� 1. Poae—of 4 _ Q7 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number 10 00000910 Date 8/24/10 Application pin number 736850 Property Address 1502 BLDG E E LAURIDSEN BLVD REPORT STATE SALES TAX ASSESSOR PARCEL NUMBER 06 30 14 1 2 0000 0000 on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name to the City of Port Angeles Property Use (Location Code 0502) Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 0 Application desc Control wiring heating cooling Owner Contractor K K 65- WA PENINSULA COLLEGE TOTAL CONTROLS MDM LLC 9-21 5c:)5c:)5 v 1502 E LAURIDSEN BLVD 13537 EASTBROOK DRIVE SW PORT ANGELES WA 98362 PORT ORCHARD WA 98367 (360) 417 6553 3t_6 443 266y Permit ELECTRICAL NEW COMMERICAL Additional desc EACH ADDITIONAL 1500 AT $5 00 Permit pin number 172049 Permit Fee 305 50 Plan Check Fee 00 Issue Date 8/24/10 valuation 0 Expiration Date 2/20/11 Qty Unit Charge Per Extension BASE FEE 210 00 1 00 95 5000 ECH EL ADDNT LIMITED 1500 SQ FT 95 50 Fee summary Charged Paid Credited Due Permit Fee Total 305 50 305 50 00 00 Plan Check Total 00 00 00 00 Grand Total 305 50 305 50 00 00 INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH SERVICE 5 Tat(0 19 6z),ez-vml— ROUGH IN -FINAL Z (1 COMMENTS PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION St• �, Signature of owner or Electrical Contractor X Date: } Aug 23 10 02 30p Mike Maggard 360-443-2664 p 2 AUG2 2009 oN O CITY OF PORT ANGELES PERMIT APPLICATION W � Building Division/Electrical Inspections ELECTRICAL 9 r � 321 East Fifth Street—P.O. Boa 1150/Port Angeles Washington,98361NSPECTIONS Ph: (360)4174735 Fax:(360)4174711 Date: 5 ZS I 10 1 &2 Single Family Dwelling _Mulli-Family or Commercial' t✓Commercial Addition/Alteration/Remodel/Repair' Plan Review Ma Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: ( _ fi Building Square Footage: Description of above O N C.0I 1 r-(%E Owner Information Contractor Information Vame: 'PEFNJt SLLLA C.0LL.E(trf-7 Name: TC'TAL [ Mailin-Address. 1 cir72 F- LACI e l et 1i i31_V 0 Mailing Address: 9105 eu DIZ E city?rANL-iFI FSState: WA Zip: Ell 21:34 7— City:P- .0N2Li{ARDState: WA Zip: E! a(,n Phone:41:�Z GrZ7-7 Fax: Phone'-3ra14'ACn741el Fax: License#/Exp. License#l Exp. -TATA I r.M — Item Unit Charge (�yt Total{Qty Multiplied by Unit Charctel Sen-ice/Feeder 200 Amp. $119.90 $ Service/Feeder 201-400 Amp. $145.50 $ Service/Feeder 401-600 Amp $204.60 $ Service/Feeder 601-1000 Amp. $262.20 $ Service/Feeder over 1000 Amp. $372.50 $ Branch Circuit W/Service Feeder $ 2.60 $ Branch Circuit W/O Service Feeder $ 73.50 $ Each Additional Branch Circuit $ 2.60 $ Temp.Service!Feeder 200 Amp. $ 92.70 $ Temp.Service/Feeder 201400 Amp. $110.30 $ Temp.ServicelFeeder 401-600 Amp. $148.70 $ Temp.Service/Feeder 601-1000 Amp $167.90 $ Portal to Portal Hourly $ 95.90 $ SigniOutline Lighting $ 8820 $ Signal Circuit/Umded Energy/First 1509 st-Commercial $ 95.90 _� $ 9G.90, Note: $5.00 for each additional 1500 sf Z* L4 Z jp Signal Circuit/Lirnited Energy 1&2 Family Dweling $ 63.90 $ Signal Circuit/Limited Energy Multi-Family-Dwelfing $ 63.90 $ Manufactured Home Connection $119.90 $ Renewable Electrical Energy 5KVA System or Less $102.30 $ Thermostat $ 56.00 $ NEW CONSTRUCTION ONLY: First 1300 Square Ft. $110.30 $ Each Additional 500 Square Ft.or Portion of $ 35.20 $ Each OutbuDding or Detached Garage $ 73.50 $ Each Swimming Pool or Hot Tub $110.30 $ Owner as defined by RCW.1928.261 (1)Owner*I occupy the structure for two years after this electrical permit is finalized.(2)Owner is required to hire an electrical contractor if above said property is for sale,rent or lease.Permit expires after six months of last inspection. After reading the above statement,I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws,KE.C. RCW Chapter 19.28,WAC Chapter 296466,The City of Port Angeles Municipal Code,and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner,electrical contractor or electrical administrator ❑ cash C Check M C, li Credn Care a A2vaf / sates: 8 I z 3/1 c� otrotrzoto �yOF PORT gNCF! .r r. CITY OF PORT ANGELES Minn OFFICE OF THE ELECTRICAL INSPECTOR 321 EAST FIFTH,ST P.O.BOX 1150 PORT ANGELES°WASHINGTON 98382 GN'C PHONE' (206)457'041:1 EXT.2 24.8 158 PROGRESSIVE -INSPECTION :REPORT DO -NOT CONCEAL "OR DESTROY Job Name ]Permit' No. v r Owner ; Electricdl' Conirociti► Location Inspection Area .Building or E ' 'Insp quipmentected s , Action. Taken Electrical ` Date % Inspector a u:. MrAw. �. 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" AID _f ;. ��O•,:",/��d,, t C1rsIZR1�*12..�. ,� (. ._ N S -. � r .. � r '.'7 . 2 �I�5 ib :►b .. i 'R6.^Z . ,�U61, ►y(o �7L' u;[- 77 r��• i !� rl'�ii, 4 v ORT`., J. C TI, N .7k SIJ V.. Vx!1•1, J; E L N RT -� ', W�C OFPQ 7��-,A, ' GIEC,ITY -,,�:--OFFICE'OF'THE*,ELECTRICAL'INSPE6TOR-j 321,EAS1 362,4 7-35; �PH( w(360),'41, 4 7" "k r. k JEAt AIN :REPORTLJ .x: . {��. _ RE N 11% ,. zOr a-. 1�1 _e ']Pdfimii�N :44 t;z 76 11,Cdhitfactdr, Electic. Loi:�Atibh '!,k- t* Inspection, 4t J, ebtrical- x Are Buildi WASirEquipment,nspedtOd' V'N,,:nA Actioh,.Tak6'AV, ,.Oat 14,t Nff. 4;;P-Ac 7 yT _Z� 4^; 0 Zl�I -ti= X-1 It',91 ,119 s, ni" 4 IS J IS IA vo P a, IV, :'k J, %r 4 ,n 4 12- ' 4 J, -1,�Kl ra N, 4 ,kc r: ! z .�tT R,'O, ,Y,, - "s 'XI b X iiel. 1Page;-. of 4 6I 2,11.,. it�V 7� .1 v 41 W_� ?0 1Z, r CITYPIPORMITT , AAN .,»JEIES ;�, �; .� frt 'OFFICE,PFTHJ iiLkYkidAi INSPECTOR. -'EAST-FIFTH'ST PORTANGELES,IAA.&IN_bfbR,9836i PRO 60,R-ES:S-I,V--,EI',N:S:P�E.-,Ci-T,.I0.!N RE•P-O:R'T" � � =3 Vit, Y 'jr D�E�STRO, CONCEAL DO N-SOT No l�: "AF 14, J6bAarK6' 4y Fx t 'Owne�,;! icak0dintradd P109t W, 4 jF Lp-gat... e� ,Electrical, ,"Inspection. Inspected d" 'A ikdfi; Aee a,,,,9ju i i d bat'el,' "'!r1g.or.Equioment 'ction'T `7*_ p ,:ns ecto�, �:g, T- Alli, 10, 19AL, V_ ? c 4" AM.O. Z� 33, vp 6 --z 4)r 'ti -x- 4. 7 b" Al § 41 -,Y V Y vi V;���lkklr P, 4. 7. 4 R "n R 4 44. Al '4 _k, 64_ Y' J _ws ELECTRICAL PERMIT , CITY OF PORT ANGELES d 360-417-4735 N Application Number 10 00000276 Date 3/22/10 T, Application pin number 591808 Property Address 1502 BLDG E E LAURIDSEN BLVD ASSESSOR PARCEL NUMBER 06 30 14 1 2 0000 0000 1 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 0 \ Application desc New Maier Hall 62950 sqft 1 � Owner Contractor WA PENINSULA COLLEGE STEELE CORP CID 1502 E LAURIDSEN BLVD 17024 68TH AVE W PORT ANGELES WA 98362 EDMONDS WA 98026 (360) 417 6553 (425) 742 1454 Permit ELECTRICAL NEW COMMERICAL Additional desc Permit pin number 162651 Permit Fee 6016 70 Plan Check Fee 00 Issue Date 3/22/10 Valuation 0 Expiration Date 9/18/10 Qty Unit Charge Per Extension �J 1 00 372 5000 ECH EL-OVER 1000 SRV FEEDER 372 50 668 00 2 6000 ECH EL BRANCH CIRCUIT W/FEEDER 1736 80 r-. 10 00 119 9000 ECH EL 0 200 SRV FEEDER 1199 00 14 00 145 5000 ECH EL 201 400 SRV FEEDER 2037 00 2 00 204 6000 ECH EL 401 600 SRV FEEDER 409 20 1 00 262 2000 ECH EL 601 1000 SRV FEEDER 262 20 Fee summary "Charged Paid Credited Due Permit Fee Total 6016 70 6016 70 00 00 Plan Check Total 00 00 00 00 Grand Total 6016 70 6016 70 00 00 r� 1 INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH SERVICE ROUGH IN FINAL I It COMMENTS Litl3g c lk LL u =ffh 1.IL Gar L Signature of owner or Electrical Contractor X Date I I1 MAR-22-2010 06 49A FROM STEELE CORP TO 13b04174711 P 2/2 14AR 2 2 1009 0„ �c�er,ttt O ELECTRICAL CITY OF PORT ANGELES PERMIT APPLICATION INSPECTIONS Building Division/Electrical Inspections 321 East Fifth Street—P.O. Box 1150/Port Angeles Washington,98362 Ph: (360)417-4735.Fax- (360)417-4711 Date: 3-22 ft-) _1 &2 Single Family Dwelling Multi-Family or Commercial' _Commercial Addition I Alteration I Remodel I Repair' 'Plan Review May Be Required,Please Complete Electrical Plan Review Information Sheet Job Address: rA "#-A y, tA I-5A E L Q r t r►d f C ko V CL Building Square footage: Le.2 c, 5 Li Description of above Owner Information Contractor Information Name: /� Name: el Go✓Lv° Mailing Address: .2/3G r��an a P_ 9 6Y1 r Mailing Address: ,�n 6iP%C” Ac Lt) City State: Wis.,._Zip:94:5W /oI'� U City. rcln+,0no10 State:/4,A_ Zip: r2f)2_1 Phone"_04•-7bgy Fax: Phone: Fax: Na S-7�k.) /So License#I Exp. License#l Exp. C,ft-d sS'L.A (C-) /U Item Unit Charge 9-ty 9-tTotal Multiplied by Unit Charge) Service/Feeder 200 Amp. $119.90 $ Service/Feeder 201.400 Amp. $145.50 $�Q�' Service/Feeder 401.600 Amp $204,60 _Z— $ ,;;1V' Service/Feeder 601-1000 Amp. $262.20 $ 22 (0 2 . z-0" Service/Feeder over 1000 Amp. $372.50 $ 16 7 '2,5V Branch Circult WI Service Feeder $ 2.60 $ Branch Circuit W/O Service Feeder $ 73.50 $ Each Additional Branch Circuit $ 2.60 1 ZZlc_$Q Temp,Service/Feeder 200 Amp. $ 92.70 $ Temp.Service/Feeder 201400 Amp, $110.30 $ Temp.Service/Feeder 401.600 Amp. $148.70 $ Temp.Service/Feeder 601 1000 Amp $167.90 $ Portal to Portal Hourly $ 95.90 $ Sign/Outline Lighting $ 88.20 $ Signal Circuill Limited Energy I First 1500 sf-Commercial $ 95.90 $ Note: $5.00 for each additional 1500 sf Signal Circuit/Limped Energy 1&2 Family Dwelling $ 63.90 $ Signal CircuiU Limited Energy Multi-Family Dwelling $ 63.90 $ Manufactured Home Connection $119.90 $ Renewable Electrical Energy 5KVA System or Less $102.30 $ Thermostat $ 56.00 $ NEW CONSTRUCTION ONLY: First 1300 Square Ft. $110.30 $ Each Additional 500 Square Ff.or Portion of $ 35.20 $ Each Outbuilding or Detached Garage $ 73.50 $ Each Swimming Pool or Hot Tub $110.30 $ 5 &LaOTolal Owner as defined by RCW 19.28.261 (1)'Owner will occupy the structure for two years after this electrical permit is finalized.(2)Owner is required to hire an electrical contractor if above said property is for sale,rent or lease.Permit expires after six months of last inspection, t After reading the above statement,I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws,N.E.C. RCW Chapter 19.28,WAC.Chapter 296.468,The City of Port Angeles Municipal Code,and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner,electrical contractor or electrical administrator 0 Cash 0 Check P( Credit Card# X hOr ) Dated: 3-"ZZ l o 1 I O,*pORTqELECTRICAL INSPECTION 4��N y WIRING REPORT KS b 417-4735 �R DATE: PERMIT# INS CTO 3 t) —O 11 CONTRACTOR ADDRESS APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑ SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEED�D: a 19 L n/ A N l G • A NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - ORT 0N CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES Q 321 EAST 5TH STREET PORT ANGELES, WA 98362 r-4 1 Application Number 09 00000315 Date 2/19/10 Q4 Application pin number 627395 Property Address 1502 BLDG E E LAURIDSEN BLVD v\ ASSESSOR PARCEL NUMBER 06 30 14 1 2 0000 0000 Application type description PUBLIC WORKS UTILITES Subdivision Name Property Use Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 0 Application desc Maier. Hall. water meters Owner Contractor WA PEN:r.NSUI A COLLEGE OWNER 1502 E LAURTDSEN BLVD PORT ANGEI.,f WA 98362 (360) 417 6206 Permit PUBLIC WORKS COMM WATER SERV Additional desc 2 COMPOUND METER DROP IN Permit pin number 160614 Permit Fee 479 15 Plan Check Fee 00 Issue Date 2/19/10 Valuation 0 Expiration Date 8/18/10 Qty Unit Charge Per Extension Q BASE FEE 479 15 ,� l Permit PUBLIC WORKS COMM WATER SERV \lam+ Additional desc 1 1/2 TURBINE DROP IN IRR Permit p_n number. 160622 Permit Fee 430 18 Plan Check Fee 00 Issue Date 2/19/10 Valuation 0 f^� Expiration Date 8/18/10 r `� Qty Unit Charge Per Extension BASE FEE 430 18 Fee summary Charged Paid Credited Due Permit Fee Total 909 33 909 33 00 00 Plan Check Total 00 00 00 00 Grand Total. 909 33 909 33 00 00 T 1 l C JQ� T Separate Permits are required for electrical work,SEPA,Shoreline ESA,utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to Ive authority to violate or cancel the provisions of any state or local law regulating construction or the performance of cons uctioitn -;?-//'V/10 Si na ure of ntractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T\Policies\1102 15[10/08] PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T1Policies\1102 15[10/081 „M 1 CLRTIF ,ICAT�E 'OF.00CUPANCY City of-ji.b t Angeles,- Biiaiildin.g, Division This certificate is issued pz�rsuant to the requirements°of Section 111',of ilie 2009 International Building Code certifying that ar4ih&IiMeof issuqpce this structure was in compliance with the various ordinances of the City regulatingMuildzng;corisiructiori.or:use for the follouz"ng Business name �'P..ehAkila Cole e.<(Vlaier Hall- Business address. --l$42--E Lau6dsen,`1310 -Bld` E: - ♦ Property ownerWA PeninSula„=Colla e .. , ,.. . - Property owner s a4 s§ 1502 E Lau0idseh-,,Blvd' 'Port°rA ngelies;;41%V 98362 Automatic fire sprinkler system. Requirecls- Use &occupancy classification. A-1 A=3,-S-S Building permit numb,et-1 09-484 --- Occupant load. ° Type of construction. p2- - 04/2,1/11 Nathan A. West, AICP Dig ' c. eve lopment Date Post on the premises in a conspicuous placifcatehail-not be removed except by the Building Official. 1 l MW114 i ez-Y-Uvyv� " CITY OF PORT ANGELES / ��N ''/ DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION �— 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00000484 Date 10/22/09 h I r Application pin number 127356 1 Property Address 1502 BLDG E E LAURIDSEN BLVD ASSESSOR PARCEL NUMBER 06 30 14 1 2 0000 0000 1n G'k 15 i Tenant nbr name PEN COLLEGE MAIER HALL Application type description COMM NEW CONST J Subdivision Name Property Use Property Zoning PUBLIC BUILDINGS & PARKS ✓ Application valuation 26000000 �J Application desc NEW 3 STORY BUILDING 63 220 SQ FT TOTAL r J Owner Contractor WA GENERAL ADMINISTRATION OWNER PO BOX 41000 0 / OLYMPIA WA 985041000 (360) 417 6206 Structure Information 000 000 3 STORY BLDG 63 220 SQ FT TOTAL Other struct info CONSTRUCTION TYPE 2B CC' FIRE SPRINKLERS REQUIRED YES I - / 10k,NUMBER OF STORIES 3 00 ✓ OCCUPANT LOAD 1551 00 5e('V�� PROPOSED LOT COVERAGE 22370 00 \ NUMBER OF UNITS 1 00 Permit BUILDING PERMIT COMMERCIAL Additional desc 3 STORY BLDG MAIER HALL "1V Permit pin number 146662 �Qi menta Permit Fee 96885 25 Plan Check Fee 62975 41 Issue Date 10/22/09 Valuation 26000000 Expiration Date 4/20/10 Qty Unit Charge Per Extension BASE FEE 5635 25 25000 00 3 6500 THOU BL-1M + (3 65 PER K) 91250 00 �/J1 Permit MECHANICAL PERMIT Additional desc Permit pin number 148692 Permit Fee 636 15 Plan Check Fee 00 Issue Date 10/22/09 Valuation 0 Expiration Date 4/20/10 Qty Unit Charge Per Extension BASE FEE 50 00 8 00 14 8000 EA ME FURN/HP/FAU < OR = 5 TON 118 40 3 00 10 6500 EA ME AIR HAND <OR=10 000 CFM 31 95 21 00 7 2500 EA ME VENT FAN (SINGLE DUCT) 152 25 / 100 10 6500 EA ME HOOD/DUCT MECH' EXHAUST 10 65 1 00 10 6500 EA ME STOVE/FIREPLACE/MISC APP 10 65 1 00 10 6500 EA ME FUEL GAS PIPING 1 5 OUTLETS 10 65 � rh -�b Pa-njr(e- Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended ora band ned for a period of 180 days after the work has commenced,or if irequired inspections have not been requested within 180 days from the last inspecti n I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws an c�inanees overning this type of work will be complied w•th whether specified herein or not. The granting of a permit does not presume to give authbritv to viol to or cancel the provisions of any state or local law regulating cconnstr'ucctio`n,orr the performance of construction. �LVN17� 1� — �l Date Print Name Signature of Contractor or Authorized Agent Signature ner(if owner is buildcr) T:Forms i; ilding Division/Building Pennit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 1 Page 2 Application Number 09 00000484 Date 10/22/09 Application pin number 127356 Qty Unit Charge Per Extension 17 00 14 8000 EA ME HEATER(SUSP/WALL/FLOOR MTD) 251 60 Permit PLUMBING PERMIT Additional desc Permit pin number 148684 Permit Fee 633 00 Plan Check Fee 00 Issue Date 10/22/09 Valuation 0 Expiration Date 4/20/10 Qty Unit Charge Per Extension BASE FEE 50 00 75 00 7 0000 EA PL-PLUMBING TRAP 525 00 1 00 7 0000 EA PL-WATER LINE 7 00 1 00 7 0000 EA PL-LAWN SPRNKLR BCKFLW PREV 7 00 1 00 15 0000 EA PL-BACKFLOW PROTECTION > 2 15 00 1 00 15 0000 EA PL-SEWER LINE 15 00 2 00 7 0000 EA PL-WATER HEATER 14 00 Special Notes and Comments This project will require a seperate permit and fire alarm plans for review A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers Owner is responsible for ongoing fire alarm system inspection and maintenance per the current addition of NFPA 72 This project will require seperate permit and fire sprinkler plans for review June 26 2009 3 30 38 PM sroberds The proposal will result in demolition and consruction of a 3 story public institutional structure in the PBP zone for total lot coverage of 12% and site coverage of approximately 179. The project includes a wetland permit and storm drainage requirements August 26 2009 8 35 01 AM sroberds This permit will be issued in two phases Phase I is strictly ground work above the top of the bank Phase II will be issued when additional engineering required is submitted and approved NO WORK is permitted beyond the top of the bank under this permit MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance Separate Permits are required for electrical work, SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes nut!and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owne-,s builder) T:FonnsBui, mg )ivisionBi:lai; Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Page 3 Application Number 09 00000484 Date 10/22/09 Application pin number 127356 Special Notes and Comments notice is required Water system DCVA upgrade plans approved on 3 16 09 and submitted by Zenovic & Associates will be incorporated with construction of the Maier Hall No occupancy of this structure will occur until installation of the approved DCVA unit is inspected and' approved by the City of Port Angeles Public Works October 21 2009 2 57 53 PM Per Stephen Sperr Applicable water meter fee(s) will be assessed by Public Works separately October 21 2009 3 14 42 PM 1pangrle Per Sue Roberds If the stormwater system does not function as is expected corrections will be required This issue was discussed with Terri Partch and the proponent s engineer May 28 2009 7 34 04 AM rbecker You will need to install double check backflows on the fire and lawn sprinkler systems and the water heat pump If the domestic water serving the building is 30 feet or higher than the water main serving the building you will need to install a double check backflow assembly If you have any questions please contact Ron Becker at (360)417 4886 or E mail me at rbecker@cityofpa us Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 98154 40 98154 40 00 00 Plan Check Total 62975 41 62975 41 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 161134 31 161134 31 00 00 i Separate Permits are required for electrical work, SEPA, Shoreline,ESA,utilities,private and public improvements. This permit becomes Pull and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Cont ,ctor or Authorized Agent Signatu-c of Owner(if owner is buil.ae-) T:F�nnsBuilding Division/Building Pennit PREPARED 4/15/11 8 42 12 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/15/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS labels/smoke seal on bottom of doors stair way exit encloseure need to be installed/contact Planning for sensitive area signs to be inspected/ lable glycol tank/ lable gas line and direction of flow in kiln area/jll BL99 04 4/15/11 J BLDG FINAL TIME 09 00 April 14 2011 2 09 50 PM 1pangrle LONNIE 206 321 5768 BUILDING FINAL HE REQUESTED A MORNING INSPECTION (IF POSSIBLE) COMMENTS AND NOTES Clallam County Assessor& Treasurer - Property Details - 66786 WA PENINSULA COL Page 1 of 2 Clallam County Assessor &Treasurer Property Search Results> 66786 WA PENINSULA COLLEGE for Year 2011 2012 Property -- Account Property ID- _66786 Legal Description: LOT 2 EXC EASE NWNE 41.03A Geographic ID- 0630141200000000 Agent Code. Type Real Tax Area: 0010 PA 121 PORT ST CNTY H2 L WMP Land Use Code 68 Open Space. N DFL N Historic Property N Remodel Property- N Multi-Family Redevelopment: N Township: Section: Range- Location Address. 1502 E LAURIDSEN BLVD Mapsco PORT ANGELES WA 98362 Neighborhood: Exempt&Ref Region 5 MapID- 2 Neighborhood CD' 50985200 `� 1 Owner Name: WA PENINSULA COLLEGE Owner ID- 57920 Mailing Address: 1502 E LAURIDSEN BLVD %Ownership- 100 0000000000% PORT ANGELES WA 98362 Exemptions. EX Taxes and Assessment Details Property Tax Information as of 04/21/2011 Amount Due if Paid on. NOTE. If you plan to submit payment on a future date make sure you enter the date and click RECALCULATE to obtain the correct total amount due First Second Half Half Base Base Year Statement ID Taxing Jurisdiction Amt. Amt. Penalty Interest Base Paid Amount Due 2011 160518 ST SCH STATE SCHOOL $0.00 $0.00 $000 $000 $0.00 $0.00 2011 160518 CC-GEN COUNTY CLALLAM $000 $000 $000 $000 $0.00 $000 2011 160518 SD#121 SCHOOL DISTRICT#121 $000 $0.00 $000 $000 $000 $000 2011 160518 CITY PORT ANG CITY OF PORT ANGELES $0.00 $0.00 $0.00 $000 $000 $000 2011 160518 PORT PORT OF PORT ANGELES $000 $0.00 $000 $0.00 $0.00 $0.00 2011 160518 NTH OLY LIB NORTH OLYMPIC LIBRARY $0.00 $000 $0.00 $0.00 $0.00 $000 2011 160518 HOSP#2 HOSPITAL#2 $0.00 $000 $0.00 $0.00 $0.00 $0.00 2011 160518 WSMET PK DIST WILLIAM SHORE MET PARK DIST $0.00 $0.00 $0.00 $0.00 $0.00 $000 2011 160518 CITY STORMWATER CITY STORMWATER $90.00 $90.00 $0.00 $0.00 $180.00 $0.00 2011 160518 WEED_CONTROL WEED CONTROL $3.48 $3.48 $0.00 $0.00 $6.96 $0.00 2011 160518 TOTAL. $93.48 $93.48 $0.00 $0.00 $186.96 $0.00 2010 48813 ST SCH STATE SCHOOL $0.00 $000 $000 $0.00 $000 $0.00 2010 48813 CC-GEN COUNTY CLALLAM $0.00 $000 $0.00 $0.00 $0.00 $000 2010 48813 SD#121 SCHOOL DISTRICT#121 $0.00 $000 $0.00 $0.00 $000 $000 2010 48813 CITY PORT ANG CITY OF PORT ANGELES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 2010 48813 PORT PORT OF PORT ANGELES $0.00 $000 $0.00 $000 $0.00 $000 2010 48813 NTH OLY LIB NORTH OLYMPIC LIBRARY $000 $0.00 $000 $000 $000 $000 2010 48813 HOSP#2 HOSPITAL#2 $000 $0.00 $000 $000 $000 $000 2010 48813 WSMET PK DIST WILLIAM SHORE MET PARK DIST $000 $0.00 $000 $000 $000 $000 2010 48813 CITY STORMWATER CITY STORMWATER $90.00 $90.00 $000 $0.00 $180_00 $000 2010 48813 WEED CONTROL WEED CONTROL $3.48 $3.48 $0.00 $000 $6.96_ $000 http.//websrv8 clallam.net/propertyaccess/Property.aspx?cid=0&year=2011&prop_id=66786 4/21/2011 PREPARED 4/13/11 8 03 12 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/13/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLCG 01 2/08/11 JLL BLDG CEILING GRID 2/08/11 AP February 8 2011 8 44 41 AM pbarthol LONNIE 206 321 5768 February 8 2011 4 40 45 PM jlierly BLCG 02 2/22/11 JLL BLDG CEILING GRID 2/22/11 AP February 22 201 8 06 25 AM 1pangrle JAY 206 321 5768 CEILING GRID PERFORMANCE HALL February 22 2011 4 2 24 PM jlierly 310 315 e 105 103 prformace hall/jll BLCG 03 2/25/11 JLL BLDG CEILING GRID TIME 09 00 3/15/11 AP February 24 2011 1 19 56 PM 1pangrle JAKE 206 321 5768 CEILING GRID HE REQUESTED AN EARLY MORNING INSPECTION March 15 2011 9 25 40 AM jlierly PW99 01 3/10/11 RV PUBLIC WORKS FINAL 3/10/11 AP March 10 2011 2 24 40 PM rvess March 10 2011 2 25 05 PM rvess BL99 01 3/14/11 JLL BLDG FINAL 3/15/11 DA March 14 2011 8 32 20 AM 1pangrle BOB 206 321 5842 BUILDING FINAL March 15 2011 9 18 27 AM jlierly BLDG address number/electrical final/fire final/handrails and guards per code/emergency exit lighting/ radiator covers/duct for kiln/seal brick weep hole at bu lding drain/tact le ADA signs per code/jll BL99 02 3/17/11 JLL BLDG FINAL 3/17/11 DA March 16 2011 3 10 09 PM 1pangrle BOB 206 321 5842 BUILDING FINAL March 17 2011 4 29 01 PM jlierly Hand rail is required to return at ends per code/covers over radia ors/elec-rical f .al reqd/emergency signs and lighting per, code battery back up/jll Ok per electrical and building inspector to'move in urniture and personal effects in areas that are complete and s gned off/ Occupancy for urn_ ure only per electrical inspector/jll BL99 03 4/13/11 BLDG FINAL April 13 201 7 59 AM 1pangrle LONNIE 206 32 5768 BUILDING FINAL COMMENTS AND NOTES BUILDING DIVISION CITY OF PORT ANGELES Correction Notice Job Located at / 2 Llj,>al aCz Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction L t-4 DCS ( r co�-c d V6 These corrections must b�h�ade and a4 not to be covered until reinspection is made when corrects have been made, please call for inspection Date Inspe r for Build g Division DO NOT REMOVE THIS TAG PREPARED 3/17/11 8 05 32 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/17/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLCG O1 2/08/11 JLL BLDG CEILING GRID 2/08/11 AP February 8 2011 8 44 41 AM pbarthol LONNIE 206 321 5768 February 8 2011 4 40 45 PM jlierly BLCG 02 2/22/11 JLL BLDG CEILING GRID 2/22/11 AP February 22 2011 8 06 25 AM 1pangrle JAY 206 321 5768 CEILING GRID PERFORMANCE HALL February 22 2011 4 12 24 PM jlierly 310 315 e 105 103 prformace hall/jll BLCG 03 2/25/11 JLL BLDG CEILING GRID TIME 09 00 3/15/11 AP February 24 2011 1 19 56 PM 1pangrle JAKE 206 321 5768 CEILING GRID HE REQUESTED AN EARLY MORNING INSPECTION March 15 2011 9 25 40 AM jlierly PW99 01 3/10/11 RV PUBLIC WORKS FINAL 3/10/11 AP March 10 2011 2 24 40 PM rvess March 10 2011 2 25 05 PM rvess BL99 01 3/14/11 JLL BLDG FINAL 3/15/11 DA March 14 2011 8 32 20 AM 1pangrle BOB 206 321 5842 BUILDING FINAL March 15 2011 9 18 27 AM jlierly BLDG address number/electrical final/fire final/handrails and guards per code/emergency exit lighting/ radiator covers/duct for kiln/seal brick weep hole at building drain/tactile ADA signs per code/jll BL99 02 3/17/11 BLDG FINAL March 16 2011 3 10 09 PM 1pangrle BOB 206 321 5842 BUILDING FINAL COMMENTS AND NOTES PREPARED 3/14/11 8 33 41 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/14/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV — TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLCG Ol 2/08/11 JLL BLDG CEILING GRID 2/08/11 AP February 8 2011 8 44 41 AM pbarthol LONNIE 206 321 5768 February 8 2011 4 40 45 PM jlierly BLCG 02 2/22/11 JLL BLDG CEILING GRID 2/22/11 AP February 22 2011 8 06 25 AM 1pangrle JAY 206 321 5768 CEILING GRID PERFORMANCE HALL February 22 2011 4 12 24 PM jlierly ^� 310 315 e 105 103 prformace hall/jll BLCG 03 2/25/11 JAL/ BLDG CEILING GRID TIME 09 00 `–\y-/u\�1-_\� February 24 2011 1 19 56 PM 1pangrle JAKE 206 321 5768 CEILING GRID HE REQUESTED AN EARLY MORNING INSPECTION PW99 01 3/10/11 RV PUBLIC WORKS FINAL 3/10/11 AP March 10 2011 2 24 40 PM rvess March 10 2011 2 25 OS PM rvess BL99 01 3/14/11 BLDG FINAL March 14 2011 8 32 20 AM 1pangrle BOB 206 321 5842 BUILDING FINAL COMMENTS AND NOTES �1 S � l Linda Pangrle From Scott Johns Sent: Wednesday March 09 2011 1 50 PM To James Lierly- Linda Pangrle Patrick Bartholick; Sue Roberds Subject: Meier Hall sign off I inspected the landscaping around Meier Hall and the wetland buffer planting today The landscaping is great (as usual) and the split rail fence is in place but no wetland signs have been installed Please check with me or take a look on site before final sign off on the permit Thanks Scott i PREPARED 3/09/11 9 13 34 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/09/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS March 9 2011 9 09 50 AM 1pangrle Richard 360 509 3149 - COMMENTS AND NOTES PREPARED 3/09/11 9 13 34 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/09/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ROUGH IN MECHANICAL AFTERNOON November 23 2010 4 02 46 PM pbarthol 3rd floor west end heat supply duct 2nd/3rd west chase heat duct ME1 08 12/07/10 JLL MECHANICAL ROUGH IN TIME O1 00 12/07/10 AP December 7 2010 8 40 32 AM 1pangrle DAVID 477 0811 ROUGH IN MECHANICAL AFTERNOON December 7 2010 4 08 21 PM jlierly ME99 01 3/09/11 AP MECHANICAL FINAL March 9 2011 9 10 26 AM 1pangrle Richard 360 509 3149 PERMIT PL 00 PLUMBREQUESTEDDESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PBF O1 11/25/09 RB PLUMBING BACK FLOW DEVICE 11/25/09 AP August 24 2010 3 56 56 PM 1pangrle PREMISE BACKFLOW DEVICE (LANDSCAPE DEVICE) August 24 2010 3 59 00 PM 1pangrle FINAL TEST PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 15 2010 10 04 41 AM jlierly PL1 02 4/15/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/20/10 AP April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 / UNDERSLAB PLUMBING AFTERNOON April 20 2010 8 44 58 AM jlierly PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 4/20/10 AP April 20 2010 8 37 57 AM 1pangrle RANDY 360 265 7664 'UNDERGROUND PLUMBING MORNING April 20 2010 4 48 40 PM jlierly PL1 04 4/22/10 PB PLUMBING UNDER SLAB 4/22/10 AP April 21 2010 4 30 34 PM pbarthol randy 206 265 7664 April 22 2010 5 00 53 PM pbarthol CONTINUED ONTO NEXT PAGE PREPARED 3/04/11 8 12 45 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/04/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS September 24 2010 8 36 37 AM jlierly PL3 01 9/23/10 JLL PLUMBING GAS LINE 9/24/10 AP September 23 2010 8 37 40 AM jlierly September 24 2010 8 36 37 AM jlierly PL2 07 10/06/10 JLL PLUMBING ROUGH IN TIME 09 00 10/07/10 AP October 5 2010 4 05 12 PM 1pangrle RICHARD 360 509 3149 SECOND FLOOR PLUMBING (PLUMBING ROUGH INS) HE REQUESTED A MORNING INSPECTION October 7 2010 8 24 30 AM jlierly PL2 08 10/12/10 PB PLUMBING ROUGH IN 10/13/10 AP October 11 2010 4 02 07 PM 1pangrle RICHARD 509 3149 RAIN LEADERS 3RD FLOOR October 13 2010 8 29 54 AM pbarthol 3rd floor rain leaders and lav 3rd floor heat line NW side PL99 01 3/04/11 PLUMBING FINAL TIME 10 March 4 2011 8 11 33 AM 1pangrle RICHARD 360 509 3149 PLUMBING FINAL HE REQUESTED A LATE MORNING INSPECTION y COMMENTS AND NOTES 1, � (�L (�I � `�� a�'�U✓��S ADr1- PREPARED 2/25/11 8 42 30 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/25/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLCG O1 2/08/11 JLL BLDG CEILING GRID 2/08/11 AP February 8 2011 8 44 41 AM pbarthol LONNIE 206 321 5768 February 8 2011 4 40 45 PM jlierly BLCG 02 2/22/11 JLL BLDG CEILING GRID 2/22/11 AP February 22 2011 8 06 25 AM 1pangrle JAY 206 321 5768 CEILING GRID PERFORMANCE HALL February 22 2011 4 12 24 PM jlierly 310 315 e 105 103 prformace hall/jll BLCG 03 2/25/11L BLDG CEILING GRID TIME 09 00 February 24 2011 1 19 56 PM 1pangrle JAKE 206 321 5768 CEILING GRID HE REQUESTED AN EARLY MORNING INSPECTION COMMENTS AND NOTES Linda Pangrle From. Ken Dubuc Sent: Monday March 14 2011 9.06 AM To Linda Pangrle Subject: Maier Hall 4 Linda, The fire sprinkler system was finaled last Friday I will enter the info today The fire alarm system is still not done, I am waiting for them to contact me Thanks, Ken 1 7 1 CITY OF PORT ANGELES `` FIRE DEPARTMENT PERMIT 321 East 5`h Street, Port Angeles, WA 98362 4 Application Number 10 00000621 Date 7/07/10 Application pin number 088989 Property Address 1502 BLDG E E LAURIDSEN BLVD REPORT SALES TAX ASSESSOR PARCEL NUMBER 06 30 14 1 2 0000 0000 Tenant nbr name MAIER HALL PEN COLLEGE On your state excise tax form Application type description FIRE SPRINKLER SYSTEM to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 174022 Application desc INSTALL A FIRE SPRINKLER SYSTEM Owner Contractor WA PENINSULA COLLEGE FIRE SYSTEMS WEST INC 1502 E LAURIDSEN BLVD 600 SE MARITIME AVE SUITE #300 PORT ANGELES WA 98362 VANCOUVER WA 98661 (360) 417 6202 (360) 693 9906- Structure Information 000 000 INSTALL A FIRE SPRINKLER SYSTEM Permit FIRE SPRINKLER COMMERCIAL Additional desc FIRE SPRINKLER SYSTEM Permit pin number 167759 Permit Fee 1440 25 Plan Check Fee 936 16 Issue Date 7/07/10 Valuation 174022 Expiration Date 1/03/11 Qty Unit Charge Per Extension BASE FEE 1020 25 75 00 5 6000 THOU BL-100 001 500K (5 60 PER K) 420 00 V Permit FIRE SPRINKLER COMMERCIAL Additional desc INSPECTION & TESTING r Permit pin number 167775 Permit Fee 100 .00 Plan Check Fee 00 le fin/ Issue Date 7/07/10 Valuation 1740'22 �/�-/X Expiration-Date 1/03/11 Qty Unit Charge Per - - Extension BASE FEE 100 00 Permit PLUMBING PERMIT Additional desc TWO BACKFLOW PROT DVCS Permit pin number 167767 Permit Fee 80 00 Plan Check Fee 00 Issue Date 7/07/10 Valuation 0 Expiration Date 1/03/11 Qty Unit Charge Per Extension BASE FEE 50 00 - -- 2 00 15 0000 EA PL-BACKFLOW PROTECTION > 2 30 00 Special Notes and Comments A KNOX locking keybox will be required Contact the Fire 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 examined 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 prov ns of a or local law regulating the work specified in the permit. � J Signature of Contractor or.Authorized Agent t Date Signature of Owner(if Owner is builder) Date ~� EIRE PERMIT INSPECTION RECORD Call 360-417-4655 for fire inspections. Please provide a minimum 24-hour notice It is unlawful to cover insulate or conceal any work before inspected and accepted. Post permit in a conspicuous location. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Inspection Type Date Passed Comments FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough-in inspection Alarm final LP-GAS Completed by Contractor- Underground piping inspection/pressure test Test#1 Above ground piping inspection/pressure test Piping pressure test psi Time initiated Tank (container) inspection Test#2 Appliance inspection Piping pressure test psi Time initiated LP-gas final UNDERGROUND STORAGE TANK(UST) ABANDONMENT Removal of flammable/combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER(specify) permit final GENERAL COMMENTS 2/15/00 CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5`h Street, Port Angeles, WA 98362 Page 2 Application Number 10 00000621 Date 7/07/10 Application pin number 088989 REPORT SALES TAX Special Notes and Comments on your state excise tax form Department at 360 417 4653 for KNOX keybox ordering to the City of Port Angeles information and mounting location Labeling is required for doors leading to spaces containing (Location Code 0502) fire alarm control panels and fire sprinkler risers A full acceptance test will be required for the fire sprinkler system Call for cover inspection for all sprinkler installations Public works Utility Engineering has no requirements for this plan review Fee summary Charged Paid Credited Due Permit Fee Total 1620 25 1620 25 00 00 Plan Check Total 936 16 936 16 00 00 Grand Total 2556 41 2556 41 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 examined 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 compied 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. Signature of'Contractor orAuthorized_Agent. ._. Date Signature of Owner(if Owner is builder) Date r FIRE PERMIT INSPECTION RECORD Call 360-417-4655 for fire inspections. Please provide a minimum 24-hour notice It is unlawful to cover insulate or conceal any work before inspected and accepted. Post permit in a conspicuous location. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE 1 Inspection Type Date Passed Comments FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final13-11-11P FIRE ALARM Rough-in inspection lTZ G Alarm final gV LP-GAS Completed by Contractor- Underground piping inspection/pressure test Test#1 Above ground piping inspection/pressure test Piping pressure test psi Time initiated Tank (container) inspection Test#2 �- Appliance inspection Piping Pressure test psi v� Time initiated 5 LP gas final 5 UNDERGROUND STORAGE TANK(UST)ABANDONMENT Removal of flammable/combustible liquids Tank appropriately abandoned UST abandonment final r-- PERMIT OTHER(specify) permit final GENERAL COMMENTS 3, 2/15/00 0& CITY OF PORT .ANGELES FIRE DEPARTMENT PERMIT 32.1 East 5`h Street, Port Angeles, WA 98362 Application Number 10 00000640 Date 6/29/10 Application pin number 712640 Property Address 1502 BLDG E E LAURIDSEN BLVD REPORT SALES TAX ASSESSOR PARCEL NUMBER 06 30 14 1 2 0000 0000 Tenant nbr name PEN 'COLLEGE MAIER-HALL on your state excise tax form Application type description FIRE ALARM SYSTEM to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 42000 Application desc — INSTALL A FIRE ALARM SYSTEM (16 ZONES) Owner Contractor WA PENINSULA COLLEGE COSCO FIRE PROTECTION INC 1502 E LAURIDSEN BLVD 15000 WOODINVILLE/REDMOND RD PORT ANGELES WA 98362 N E SUITE B 800 (360) 417 6553 WOODINVILLE, WA 98072 (425) 827 9654 t. Permit FIRE ALARM SYSTEM µ Additional desc 16 ZONE FIRE ALARM SYSTEM Permit pin number 167981 Permit Fee 300 00 Plan Check Fee 00 Issue Date 6/29/10 Valuation = .0 Expiration Date 12/26/10 r Qty Unit Charge Per Extension 1 00 100 0000 ECH FIRE INSPECTION & TESTING 100 .0_0 15 00 10' 0000' ECH_ FIRS4ALARM EA ZONE 150 00 1 00 50 0000 ECHFIRE"ALARM 'PLAN REVIEW 50 00 Special Notes and Comments > 1 A full acceptance test will be required for, the fire alarm- system i A KNOX "locking keybox will,be required -Contact the ,Fire _. Department _at. 360 417 4653 for KNOX'"keybox ordering information and mounting location Labeling is required for doors leading to spaces containing fire alarm control panel's and fire sprinkler risers Fee summary Charged Paid Credited Due .� \ Permit Fee Total 300 00 300 00 00 00 Plan Check Total 00 00 00 00 Grand Total 300 00 300 00 00 00 r 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 mspeetions have not been requested with 180 days from the last inspection. I hereby certify that I have read and exammed 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 proov�i—siioon-s of any stge or local law regulating the work specified_ in the permit. Signature of Contractor or.Authorized._Agenf, Date Signature of.Owner(if-Owner is builder) Date 'w- FIRE PERMIT INSPECTION RECORD Qj Call 360-417-4655 for fire inspections Please provide a minimum 24-hour notice It is unlawful to cover insulate C> or conceal any work before inspected and accepted. Post permit in a conspicuous location. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Inspection Type Date Passed Comments FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough-in inspection Alann final k LP-GAS Completed by Contractor- Underground piping inspection/pressure test Test#1 Above ground piping inspection/pressure test Piping pressure test psi Time initiated Tank(container) inspection Test#2 Appliance inspection Piping pressure test psi Time initiated LP-gas final UNDERGROUND STORAGE TANK(UST)ABANDONMENT Removal of flammable/combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER(specify) permit final GENERAL COMMENTS 2/15/00 rl 4--, s°Krq^, FIRE-RELATED PERMIT APPLICATION CITY OF PORT ANGELES For City Use Only Attn Building Permit Technician Date Received p -?-I-- 321 — 321 E. Fifth St. Port Angeles, WA 98362 Permit# 10' &Lfb (360)417-4815 fax(360)417-4711 Applicant rRC) CT 10fl) Phone y25S 630D Property OwnerI n Phone Property Owner's Ad ress 15b,7- L. La uY, Contractor DSC D D rz.E Phone Contractor's Address (5-boo D ST-- (� License # (DSLQ ' j Expires 7 ZO E-mail t��OUd�IIJ[_�S�o�t�e co►'� PROJECT ADDRESS 1562. C L,P U M A Ym B Project Business Name F>1 F Fire Alarm System ❑ Residential ❑ Multi-family Commercial ❑ Industrial Check all that apply Briefly describe the prof"ect: ❑ One addressable loop ire /� qV 1/ICeS (v✓ ❑ One zone Te vi o-vi 7v ✓C-Y",evl ,K�Additional zones List quantity of additional zones �° 1�.. PROJECT VALUATION labor&materials $ Fire Sprinkler System ❑ Residential ❑ Multi-family ❑ Commercial ❑ Industrial Check all that apply Briefly describe the project: Installing backflow protection device(s)? ❑yes ❑ no <2 inch water line(list quantity of devices) >2 inch water line(list quantity of devices) PROJECT VALUATION(labor&materials) $ Hood/ Duct Fire Suppression System ❑ Residential ❑ Multi-family ❑ Commercial ❑ Industrial Check all that apply Briefly describe the project: Will only the fire suppression system be installed or altered? ❑yes ❑ no Will a hood and/or ductwork be installed or altered? ❑yes* ❑ no If yes, a mechanical permit will also be needed PROJECT VALUATION labor&materials) $ 1 have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand thatit i my re ponsibility to determine what permits are required, and to obtain permits prior to working o projec . DatVIZ 1 n t0 Print Name tJ Y�'n��'n `v`UUC'`/ Signature T.Forms/Buildmg Division/Fire-related permit application AA s°Kr� FIRE—RELATED PERMIT APPLICATION CITY OF PORT ANGELES For City Use Only- Attn. Building Permit Technician Date Received —I5-10 321 E. Fifth St. Port Angeles WA 98362 Permit# fill-6ZI (360)417-4815 fax (360)417-4711 Applicant Phone(3ro) 613 - 99101-, Property OwVrP Phone (3F,D) J I (oZoZ Property Owner's Address 1Sn`2.- toob-t- L e- s.an ew+AnAdcs lZA 9-63C-2- Contractor ! C-z Contractor ;,rte Sy�fG,.-r►s Wes , Z►,,c_, Phoner 60 693-99o(, Contractor's Address COD S& YK,-,Lhfir%o--Av�, Swr1c.4-600 Jo ACoA0 - WA 93"1 License # wA t.,L# Fi Ras w 114aox,Expires E-mail 'PA-IAn y�les, w1A PROJECT ADDRESS l 50 Z La r'i t:5 c-*? 81� 7?1 F. g F,6 Pro"ect Business Name Fire Alarm Svstem ❑ Residential ❑ Multi-family ❑ Commercial ❑ Industrial Check all that apply Briefly describe the project: ❑ One addressable loop ❑ One zone ❑Additional zones List quantity of additional zones PROJECT VALUATION(labor&materials) $ Fire Sprinkler Svstem ❑ Residential ❑ Multi-family XCommercial ❑ Industrial Check all that apply Briefly describe the project: Installing backflow protection device(s)? Ln e r. [yes ❑ no or rum :52 inch water line (list quantity of devices) Col >2 inch water line (list quantity of devices) PROJECT VALUATION(labor&materials) $ ( per? Hood/Duct Fire Suppression Svstem ❑ Residential ❑ Multi-family ❑ Commercial ❑ Industrial Check all that apply Briefly describe the project: Will pEly the fire suppression system be installed or altered? ❑ yes ❑ no Will a hood and/or ductwork be installed or altered? ❑ yes* ❑ no * If yes, a mechanical permit will also be needed PROJECT VALUATION labor&materials $ I have read and completed this application and know it to be true and correct. 1 am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date0 Print Name Olso-yl Signature K-c�O<-On T.Forms/Building Division/Fire-related permit application Contractors or Tradespeople Detail Page 1 of 2 a Washington State Department of Labor & Industries Contractors or Tradespeople Detail Return to List > Start a New Search > 0 Printer friendly Verify Workers Comp Premium Status Check for Dept.-of Revenue Account About General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. fivp 01- Business and Licensing information lio\ QO Q �\ 19� Name Fire Systems West Inc UBI No. 600602737Q� Phone No. (253) 833-1248 Status Active �` \ Address 206 Frontage Rd N Ste C License No. FIRESWI140B1 Suite/Apt. License Type Construction Contractor City Pacific .t" —`�►�e wa�� Effective Date 1/21/1986 State Wa 1- UU' i( SS Expiration Date 10/12/2011 Zip 98047 �S e Suspend Date County King Business Type Corporation \W VZX% Specialty 1 j) Fire Protect System ir Parent Company � ,c�(JZ Specialty 2 Unused [) Business Owner Information Hide All Name Role Effective Date Expiration Date Blackburn Jay A &Nbsp; 01/01/1980 Long Kevin &Nbsp; 01/01/1980 Lobdell,James J &Nbsp- 01/01/1980 France Phil D &Nbsp, 01/01/1980 01/01/1980 U Bond Information Bond Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Name Number Date Date Date Date Amount Date 4 WESTERN 159205176 08/09/2005 Until $6 000 00 08/09/2005 SURETY CO Cancelled 3 AMERICAN 159205176 10/10/2001 08/11/2005 $6 000 00 10/12/2001 CASUALTY CO https.//fortress.wa.gov/lni/bbip/Result.aspx 6/15/2010 o�pOR74,v, ELECTRICAL INSPECTION V,��N WIRING REPORT 417-4735 RKS& DATE PERMIT M INSPECTOR 5/8110 -0 OWNER/CONTRACTOR j o%N ADDRESS l50-z— APPROVED APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑. SERVICE ❑ FINAL ❑ CQ9RECTIONS NEEDED: 5 tGq i. R LL� Lyra lY5 X..D OlFw--) t"fo!' IN�TAt.L �aavnt,p SPr2 KtiT B(Z �rtouJ ��.T�o-(� O� tw&s a&c 110 /Lt tr ?rAb-Ly D iF. $Rp` '*- -l'oCl /+,�•L fl STAR r _ r�`t� E1Z VotitS- d^C- I ,Os— (o>RCt)14 Dj k(. CDS•!M c.TtM -ro $ c rlle as'>;D S�m: MA\,i 5�(ZtTaRnE bust f�1 iEG. 24'`7x. e_ovv_rz 196 40-c- lla . 3 4 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — e, ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 a Application Number 10 00000066 Date 1/22/10 Application pin number 513306 Property Address 1502 BLDG E E LAURIDSEN BLVD ASSESSOR PARCEL NUMBER 06 30 14 1 2 0000 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 0 1 Application desc Temp pole Owner Contractor STATE OF WASHINGTON STEELE CORP GEN ADMIN 17024 68TH AVE W OLYMPIA WA 985041000 EDMONDS WA 98026 1 (425) 742 1454 Permit ELECTRICAL TEMPORARY SERVICE Additional desc Permit pin number 159814 Permit Fee 92 70 Plan Check Fee 00 Issue Date 1/22/10 Valuation 0 Expiration Date 7/21/10 Qty Unit Charge Per Extension 1 00 92 7000 ECH EL TEMP SRV 0 200 SRV FDR 92 70 Fee summary Charged Paid Credited Due T7 Permit Fee Total 92 70 92 70 00 00 Plan Check Total 00 00 00 00 Grand Total 92 70 92 70 00 00 Iv V- \<71 V INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH 7—L JIC) SERVICE ROUGH IN FINAL 2� ti2 COMMENTS Signature of owner or Electrical Contractor X Date RECEVED OV pU R CITY OF PORT ANGELES PERMIT APPLICATION �i'�."�►- ► Building Division/Electrical Inspections JAN 2 2 2009 , 321 East Fifth Street—P O Box 1150/Port Angeles Washington,98362 ELECTRICALC3 Ph (360)417-4735 Fax. (360)417-4711 INSPECTIONS Date I —21 — zv 1 v _1 &2 Single Family Dwelling _Multi-Family or Commercial* >C Commercial Addition/Alteration/Remodel/Repair* *Plan Review May Be Required Please Complete Electrical Plan Review Information Sheet Job Address: A!E U A Idol u,r 81V Building Square Footage: Description of above ) 64A/ M A I t7—r2 1W00Pe tu � Owner Information Contractor Information Name: _ Name: S e— C U Mailing Address: G Mailing Address: /Z 69 !-In CSI City jPx F O State: &)4- Zip: 9 C� -Icx-pc_) City 25dknv,y43 State:W-4� Zip: 9$uZ(o Phone:3bo �f/7I2OLFax: ? Phone:,j12S-7*_1 111-SV_Fax: qk 7171.� /SUif License#/Exp. License#I Exp. <j L =L* USSL A (0-1- 10 Item Unit Charge Qty Total(Qty Multiplied by Unit Charge) Service/Feeder 200 Amp. $119.90 $ Service/Feeder 201-400 Amp. $145.50 $ Service/Feeder 401-600 Amp $204.60 $ Service/Feeder 601 1000 Amp. $262.20 $ Service/Feeder over 1000 Amp. $372.50 $ Branch Circuit W/Service Feeder $ 2,60 $ Branch Circuit W/O Service Feeder $ 73.50 $ Each Additional Branch Circuit $ 2.60 $ Temp.Service/Feeder 200 Amp. 2. _ �_ $ a -7U Temp.Service/Feeder 201-400 Amp. $ Temp.Service/Feeder 401-600 Amp. $148.70 $ Temp.Service/Feeder 601 1000 Amp $167.90 $ Portal to Portal Hourly $ 95.90 $ Sign/Outline Lighting $ 88.20 $ Signal Circuit/Limited Energy/First 1500 sf-Commercial $ 95.90 $ Note: $5.00 for each additional 1500 sf Signal Circuit/Limited Energy 1 &2 Family Dwelling $ 63.90 $ Signal Circuit/Limited Energy Multi-Family Dwelling $ 63.90 $ Manufactured Home Connection $119.90 $ Renewable Electrical Energy 5KVA System or Less $102.30 $ Thermostat $ 56.00 $ NEW CONSTRUCTION ONLY. First 1300 Square Ft. $110.30 $ Each Additional 500 Square Ft.or Portion of $ 35.20 $ Each Outbuilding or Detached Garage $ 73.50 $ Each Swimming Pool or Hot Tub $110.30 $ $ 2 1 b Total Owner as defined by RCW 19.28.261 (1)Owner will occupy the structure for two years after this electrical permit is finalized.(2)Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws, N E.0 RCW Chapter 19.28 WAC Chapter 296-466,The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14 05 050 regarding Electrical Permit Applications. Signature of owner electrical co actor or electrical administrator ❑ Cash ❑ check �7 k Credit Card# � - - - - ELECTRICAL PERMIT �► - CITY- OF PORT ANGELES - 1 ----"60-41'7-4735 Application �- Application Number 09 00001364 Date 12/30/09 Application pin number 55-8456 Property Address 1502 BLDG E E LAURIDSEN BLVD ASSESSOR -PARCEL NUMBER 06 30 14 1 2 0000 0000 _ Application type description ELECTRICAL ONLY Subdivision Name - —'---- --- Property'-Use Property Zoning PUBLIC BUILDINGS & -PARKS Application valuation 0 Application desc 2'.circuits for eartth tech vault \` v 1 Owner. Contractor -STATE--OF WASHINGTON- ANGELES ELECTRIC GEN ADMIN 524 E 1ST ST OLYMPIA WA 985041000 PORT ANGELES WA 98362 --- - - _ (360) 452 9264 -Permit-- - --.- ELECT-R-IC-AL NEW- COMMERICAL Additional desc - Permit pin number 158907 --- --Permit Fee 59 '50 Plan Check Fee 00 - - -Issue Date 12/30/09 Valuation Expiration Date 6/28/10 _. Qty Unit Charge Per Extension 1 00 57 5000 ECH EL BRANCH CIRCUIT WO/FEEDER -57- 50 i 00 2 0600 ECH —EL_ECH ADDNT BRANCH CIRCUIT 2-00 --` Special Notes and Comments — December 29 2009 2 44 40 PM Tpeppard Permit is approved but subject to change following required -' -plan.-review --- -- — - ---- - Fee summary - Charged- -- Paid Credited' Due r Permit Fee Total 59- 50 59 50 00 00 -- ---- Plan -Check'Tota-1-- - 00- 00 00 - oo Grand Total - -_- 5-9 -50- 59 50 - 00 00 - -- -- INSPECTION-TYPE _- _-=--DATE•-----. RESULTS INSPECTOR. - - DITCH _ --- SERVICE -. - - ROUGH IN _. - 4W FINAL -- COMMENTS -- -- - ©- "Q�---arm - � - ---- --- ---- - -- - - - - -- -- -------- Signature of owner or Electrical Contractor X -- ----- --- - -- ---Date --- - ---_— 12/29/2009 11 27 FAX 360 452 9265 An ICIVED 00001/0001, DEC 2 9 2009 ., ?Mt-4 Ci City Port Angeles Permit Application ELECTRICAL Building Divislon/Electrical Inspections INSPECTIONS 321 East Fifth Street-PA.Boot 1150 Port Angeles Washington,98362 Ph:(360)417.47 Fax )4174711 �.►. lack Date: _1&2 Single Family Dwelling (� M Family or Commercial' �? ommercial Addition/Alteration I Remodel/Repair' t Plan Review May Be Required PI e se Co lets Electrical Plan Review Information Sheet w Job Address: �4 . F It Building Square Footage: —�- Description of above SaJ / *-0— .594*4N cit T VAAACIL 4S tizAgdlelgb .400f.& .le 2JI' Owner info +' Contractor Information c Name: / 4U4&— Name: Ga-Cs Mailing dress: Vb Mailing Address: City' State:_LtI04- Tip: city: ' State:�Zip: Phone: Fax: A� Phone: — Fax License#/Exp. License#/Exp. ,Unit Cham G,�y Total(Otv Multiplied by Unit Charnel $ 93.75 $ Servioe/Feeder 200 Amp. $113.75 $ Service/Feeder 201400 Amp. $160.00 $ Service/Feeder 401.800 Amp. $205.00 $ Servlce/Feeder 601-1000 Amp. $291.25 $ ServicafFeeder over 1000 Amp. $ 2.00 $ Branch Circuit W/Service Feeder $57.50 $ Branch Circuit W/O Service Feeder $ 2.00 �_ $ Each Additional Branch Circuit $ 72.50 $ Temp.Service/Feeder 200 Amp. $ 86.25 $ Temp.Service/Feeder 201-400 Amp. $11625 $ Temp.Service/Feeder 401-600 Amp. $13125 $ Temp.Servioe/Feeder 601-1000 Amp. $ 75.00 $ Portal to Portal Hourly $ 69.00 $ Sign/Outiine Lighting $ 75.00 $ Signal Circuit/Limited Energy Commercial: $ 50.00 $ Signal Circuit/Limited Energy 1&2 Family Dwelling $ 50.00 $ Signal Circuit!Limited Energy Multi-Family Dwelling $ 93.75 $ Manufactured Home Cormection $ 60.00 $ Renewable Electrical Energy 5KVA System or Less $ 86.25 $ First 1300 Square Ft. $ 27.50 $ Each Additional 500 Square Ft.or Portion of $ 57.50 $ Each Outbuilding or Detached Garage $ 86.25 $ Each Swimming Pool or Hot Tub $ 43.75 Thermostat Total S9, Owner as defined by RCW.18.28.261:(1)Owner will occupy the sducture for two years aft this Nectrfcal perm![is finaltred.(2)Owner Is required to 00 an of frical confractu Babove saidproperty is for sale,rentor Jesse. After reading the above statement,l hereby certify that I am the owner of the above named property or a licensed electrical contractor.I am making the electrical installation or alteration in compliance with the electrical laws;N.E.C. RCW.Chapter 19.28,WAC.Chapter 2"B,The City of Port Angeles Municipal Code;and utility Specifications. Signature of owner,electrical contractor or electrical administrator ❑ Cash ❑ Check x Date: Credit Card 9 0V tr4z%4,r PREPARED 2/22/11 8 07 40 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/22/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 4 7 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLCG O1 2/08/11 JLL BLDG CEILING GRID 2/08/11 AP February 8 2011 8 44 41 AM pbarthol LONNIE 206 321 5768 February 8 2011 4 40 45 PM jlierly BLCG 02 2/22/`1L BLDG CEILING GRID February 22 2011 8 06 25 AM 1pangrle JAY 206 321 5768 CEILING GRID PERFORMANCE HALL COMMENTS AND NOTES S ;(o (�-3 AV mounbriel- Krazan, & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 16 2011 Project No 106-09104 Mr Jim Lierly City of Port Angeles 321 East 5n Street Port Angeles,WA 98362 RE. Final Letter Regarding Special Testing&Inspection Permit No. 09-484 Peninsula College-Maier Hall Structure/Port Angeles,WA Dear Mr Lierly- In accordance with our client's request and authorization, we have performed special testing and inspection services for the above referenced project.The special inspections for this project were. Special Inspection Required Performed Structural Steel. Welding Bolting Reinforced Concrete Structural Masonry Soils. Site conditions Fill placement/compaction Pile Foundations Expansion/Epoxy Anchor Bolts Lateral Framing Fabrication Shop Inspections Contractor utilized AISC certified fabrication shop,only procedure reviews and welder certification verified as per code requirements. To the best of our knowledge, all work and noted deficiencies have been tested and/or inspected and have been found to be in accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (360)598-2126. Respectfully submitted, KRAZAN&ASSOCIATES,INC, / A�k Jeffrey M.Bowers Construction Services Manager Poulsbo Division cc Distribution list With Offices Serving The Western United States 1230 Finn Hill Road NW Suite A 9 Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 PREPARED 2/08/11 9 17 20 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/08/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLCG O1 2/08/11 L BLDG CEILING GRID February 8 2011 8 44 41 AM pbarthol �- LONNIE 206 321 5768 COMMENTS AND NOTES 2", D Per- W,54-0�- James Lierly From Heather Lewis [HeatherLewis@Krazan com] Sent: Tuesday February 01 2011 12.07 PM To James Lierly jcoplan@ga.wa gov• CroninP@hswc.com langbergb@hswc.com Stroh meierN@hswc com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka com dwegener@pencol edu carl@saarch com jc@saarch com peter@saarch.com DPO@shanwil com, TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Reports Attachments. D00O20111 pdf Please see the attached reports per your request. Thank you ge44ln ze&,iO Krazan &Associates Inc 360-598-2126 1 PREPARED 1/18/11 9 31 15 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/18/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS please follow instructions per mfg listing and recall/jll BFS O1 11/03/10 JLL BLDG FIRE STOP INSP TIME 09 00 11/04/10 AP November 3 2010 8 19 52 AM permits RICHARD 360 509 3149 FIRE CAULK MORNING November 4 2010 4 37 24 PM jlierly BLI 08 11/05/10 JLL BLDG INSULATION 11/05/10 AP November 5 2010 8 26 40 AM 1pangrle CHANCE 206 786 8737 INSULATION November 5 2010 4 29 47 PM jlierly BLI 09 11/10/10 JLL BLDG INSULATION 11/10/10 AP November 10 2010 8 07 19 AM 1pangrle LONNIE 206 321 5768 INSULATION & VAPOR BARRIER November 10 2010 4 36 53 PM jlierly BL3 16 11/17/10 JLL BLDG FRAMING 11/17/10 AP November 17 2010 11 12 12 AM pbarthol chance 206 786 8737 November 17 2010 3 54 38 PM jlierly 1 & 2nd flr ceiling hat channel with seismic restraints west wing/jll BLI 10 12/08/10 JLL BLDG INSULATION 12/08/10 AP December 8 2010 8 08 14 AM 1pangrle LONNIE 206 321 5768 INSULATION TO COVER CEILINGS December 8 2010 4 21 31 PM jlierly BL3 17 12/22/10 PB BLDG FRAMING 12/23/10 AP December 22 2010 8 12 02 AM 1pangrle LONNIE 206 321 5768 OK TO COVER SHAFTWALL December 23 2010 8 35 29 AM pbarthol Soffett cover/fire/sound caulking room 310 BLTB O1 1/14/11 JLL BLDG T BAR TIME O1 00 January 14 2011 8 29 04 AM 1pangrle LONNIE 206 321 5768 CEILING COVER (T BAR) AFTERNOON BLTB 02 1/18/11 JLL BLDG T BAR TIME 09 00 January 18 2011 9 20 21 AM 1pangrle LONNIE 206 321 5768 REINSPECT FOR COVER ON GRID FIRST FLOOR MORNING - COMMENTS AND NOTES PREPARED 1/14/11 8 31 02 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/14/11 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS please follow instructions per mfg listing and recall/ill BFS 01 11/03/10 JLL BLDG FIRE STOP INSP TIME 09 00 11/04/10 AP November 3 2010 8 19 52 AM permits RICHARD 360 509 3149 FIRE CAULK MORNING November 4 2010 4 37 24 PM jlierly BLI O8 11/05/10 JLL BLDG INSULATION 11/05/10 AP November 5 2010 8 26 40 AM 1pangrle CHANCE 206 786 8737 INSULATION November 5 2010 4 29 47 PM jlierly BLI 09 11/10/10 JLL BLDG INSULATION 11/10/10 AP November 10 2010 8 07 19 AM 1pangrle LONNIE 206 321 5768 INSULATION & VAPOR BARRIER November 10 2010 4 36 53 PM jlierly BL3 16 11/17/10 JLL BLDG FRAMING 11/17/10 AP November 17 2010 11 12 12 AM pbarthol chance 206 786 8737 November 17 2010 3 54 38 PM jlierly 1 & 2nd flr ceiling hat channel with seismic restraints west wing/jll BLI 10 12/08/10 JLL BLDG INSULATION 12/08/10 AP December 8 2010 8 08 14 AM 1pangrle LONNIE 206 321 5768 INSULATION TO COVER CEILINGS December 8 2010 4 21 31 PM jlierly BL3 17 12/22/10 PB BLDG FRAMING 12/23/10 AP December 22 2010 8 12 02 AM 1pangrle LONNIE 206 321 5768 'OK TO COVER SHAFTWALL December 23 2010 8 35 29 AM pbarthol Sof fett cover/fire/sound caulking room 310 i BLTB O1 1/14/11 BLDG T BAR TIME O1 00 January 14 2011 8 29 04 AM 1pangrle LONNIE 206 321 5768 CEILING COVER (T BAR) AFTERNOON COMMENTS AND NOTES _ If James Lierly From Heather Lewis [HeatherLewis@Krazan com] Sent: Wednesday December 22 2010 9 41 AM To James Lierly jcoplan@ga.wa.gov- CroninP@hswc com langbergb@hswc com Strohm eierN@hswc com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments. 20101222 10609104.pdf Please see the attached reports for the above referenced project. Should you have any questions or concerns please contact us anytime Thank you g"de4 Zeaid Krazan &Associates Inc_. 360-598-2126 1 ISM AIR d� KL^a.ZaZ & ASSOCIATES , INC - - GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 22, 2010 KA Project No. 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. P O Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall Structure Port Angeles,WA - Dear Mr Copland. In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: November 18,2010 Cylinder Report No 48598—28 Day Break 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, i Penn Seely Laboratory Manager Peninsula Division PS and Enclosures cc: Bob Langberg/langbergb@hswc.com Carl Dominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@kpff.com Jean-Claude Letoumeau/is@saarch.com Bill Perkins/wip@shanwil.com Jim Lierly/ilierv@citvofpa.us Kaustav Bose/ksb@shanwil.com Lavina Sadhwani/lsadhwani@mka.com Nick Strohmeier/StrohmeierN@hswacom Paul Cronin/CroninP@hswacom Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@kpff.com Steve Thomas/sthomas@mka.com Tom Gurtowski/TMG@shanwil.com With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370,(360)598 2126 Project No. 106-09104 Cyl.Code P18676 Pour Date 11/18/2010 Report No. 48598 weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 - Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data ti Concrete Other X Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. 565A30 1 Cern.lbs. 608 Mix Air Unit F Ash lbs. - Slump Temp. Temp. Wt. C.agg.lbs.1 0 375 901 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1240 384 19986 - FLUID 61 44 - C.agg.lbs.3 Sand lbs. 2242 Water lbs. 32 9 gals Placement Area Air Ent.(oz) - Location PERFORMANCE HALL, UNDER FLOOR WALLS Other(oz) POLY 36 0 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 20 Field Test Methods Remarks PLACED BY GROUT PUMP MECHANICALLY ASTM C143 ASTM C138 CONSOLIDATED SAMPLED AT 8 OF 16 TOTAL YARDS X ASTM C1064 ASTM C173 PLACED X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 2 000 @ 28 days Date Specimens Recd. 11/19/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P18676 11/25/2010 7 3x6 11.22 36045 3,210 ZL 1 X ASTM C39 P18676 12/16/2010 28 3x6 1079 42825 3 970 ZL 3 ASTM C109 P18676 12/16/2010 28 3x6 1079 43230 4 010 ZL 3 X ASTM C617 P18676 12/16/2010 28 3x6 1079 42510 3 940 ZL 3 ASTM C1231 P18676 ASTM C780 P18676 Other P18676 P18676 Test Results Remarks FR 139259 X Conforming Results Re iewed By 1,, Date Reviewed Non-Conforming C 1, Codes for-Break Types: 1 Cone 2: Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Farm 03101 Revislo 2 EffectNe Date 12/02/02 The nformatio provided this report prepared forthe clusive of the cllent.This sportmay of be eproducad In ny format without the wrife permissio of the client and Kr &Associate PREPARED 12/22/10 8 13 16 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/22/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS please follow instructions per mfg listing and recall/jll BFS 01 11/03/10 JLL BLDG FIRE STOP INSP TIME 09 00 11/04/10 AP November 3 2010 8 19 52 AM permits RICHARD 360 509 3149 FIRE CAULK" MORNING November 4 2010 4 37 24 PM jlierly BLI 08 11/OS/10 JLL BLDG INSULATION 11/05/10 AP November 5 2010 8 26 40 AM 1pangrle CHANCE 206 786 8737 INSULATION November 5 2010 4 29 47 PM jlierly BLI 09 11/10/10 JLL BLDG INSULATION 11/10/10 AP November 10 2010 8 07 19 AM 1pangrle LONNIE 206 321 5768 INSULATION & VAPOR BARRIER November 10 2010 4 36 53 PM jlierly BL3 16 11/17/ 0 JLL BLDG FRAMING 11/17/10 AP November 17 2010 11 12 12 AM pbarthol chance 206 786 8737 November 17 2010 3 54 38 PM jlierly 1 & 2nd flr ceiling hat channel with seismic restraints west wing/jll BLI 10 12/08/10 JLL BLDG INSULATION 12/08/10 AP December 8 2010 8 08 14 AM 1pangrle LONNIE 206 321 5768 INSULATION TO COVER CEILINGS December 8 2010 4 21 31 PM jlierly BL3 17 12/22/10 J BLDG FRAMING December 22 2010 8 12 02 AM 1pangrle LONNIE 206 5768 'OK TO COVERR SHAFTWALL COMMENTS AND NOTES 4V/Z- �. v James Lierly From Heather Lewis [HeatherLewis@Krazan com] Sent: Tuesday December 14 2010 11:28 AM To James Lierly jcopian@ga.wa.gov- CroninP@hswc com langbergb@hswc com StrohmeierN@hswc com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com, DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall-Structure Reports Attachments. 20101214 10609104 pdf Please see the reports for the above referenced projects Should you have any questions please do not hesitate to contact our office Thank you for doing business with Krazan and have a wonderful day Thank you qe6 ff=Zea, Krazan &Associates Inc. 360-598-2126 1 I or<raZan & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 14 2010 KA Project No. 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. P O Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall-Structure Port Angeles,WA Dear Mr Copland. In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. December 3 2010 Field Report No 137941 Cylinder Report No 48535—7 Day Break Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. 11 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 and Enclosures cc: Bob Langberg/langberg-b@hswe.com Carl Dominguez/carl@saaroh.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@kpff.com Jean-Claude Letoumeau/is@saarch.com Bill Perkins/win@shanwil.com Jim Uerly/6lliiM@cityofna.us Kaustav Bose/ksb@shanwil.com Lavin Sadhwani/lsadhwani@mka.com Nick Strohmeier/StrohmeierN@hswc.com Paul Cronin/CroninP@hswc.com Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@kpff.com Steve Thomas/sthomas@mka.com Tom Gurtowski/TMG@shanwil.com With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A 9 Poulsbo,Washington 98370 9(360)598-2126 9 Fax: (360)598-2127 V aZa1Z & sociates, Inc =LD REPORT NO- 13 7 9 4 1 � hs GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. �' � ' 1 �y�J t 1 CONTRACTOR. PROJECT# =V'71011 JURISDICTION PROJECT V ok C.© `l2 PERMIT#' - LOCATION c- x65eA -q 9 INSPECTOR: _`�7('Np_ KRAZAN PROJECT MANAGER: L WEATHER. a ` CaS� TEMP-4 O O S - 0 e-r C e R- o r S D o Q 'a C.7% O LOO Ingr CA rk Cf 2 0,CieVKq t P�Foy vin0.�tc2 �-\all m iz?szo . \-De_Cy=' . ;,.I�o�c i �G► C to -�-racz-�of' a Vo'o-- a S was o Vn�'\ b Equipment/Asset Number(s) To the best of my knowledge,the abov WAS EDWAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative nidw This report indicates our inspector's observation and testing results based on the site condition and contractors activiy(s)II information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided thers on site. The 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 Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 Krazan&Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370,(360)598 2126 Project No. 106-09104 Cyt.Code P18699 Pour Date 12/3/2010 Report No. 48535 Weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA, DEPT OF GA Contractor HOWARD Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M40 IPSP Cem.lbs. 616 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 C210 1897 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 9.15 390 10157 5.5 60 40 - C.agg.lbs.3 Sand lbs. 1373 Water lbs. 24 gals Placement Area Air Ent.(oz) 8.8 oz Location METAL DECK AT PERFORMANCE HALL. Other(oz) A340 49 oz Other(oz) A345 18 oz Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY LINE PUMP X ASTM C143 ASTM C138 W/C 32 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector JOE BAUDUIN Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 12/4/2010 CA. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P18699 12/10/2010 7 4X8 12.56 58805 4,680 AC 3 X ASTM C39 P18699 12/31/2010 28 4X8 ASTM C109 P18699 12/31/2010 28 4X8 ASTM C617 P18699 12/31/2010 28 4X8 X ASTM C1231 P18699 ASTM C780 P18699 Other P18699 P18699 Test Results Remarks FR 137941 Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2: Cone&Split 3: Cone&Shear 4 Shear 5. Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Farm 03101 Rwision 2 Effective Date 12!0 M2 The information provided on this report is prepared for the mdusive use of the client This report may not be reproduced in any format without the written permission of the client and Kraza b Associates. -==KraZan & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 9 2010 KA Project No. 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. P O Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall-Structure Port Angeles,WA Dear Mr Copland. In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. October 27 2010 Cylinder Report No 35784—28 Day Break November 18,2010 Cylinder Report No 48598—7 Day Break November 19 2010 Field Report No. 139260 Compaction Report No.22537 Particle Size Distribution Report No.P18683 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 and Enclosures cc: Bob Langberg/langbereb@hswc.com Carl Dominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@4ff.com Jean-Claude Letoumeau/is@saarch.com Bill Perkins/wip@shanwil.com Jim Lierly/jliM@cityofoa.us Kaustav Bose/ksb@shanwil.com With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126 9 Fax: (360)598-2127 PENINSULA COLLEGE MAIER HALL STRUCTURE. KA Project No. 106-09104 Page No. 2 Lavin Sadhwani/lsadhwani@mka.com Nick Strohmeier/StrohmeierN@hswc.com Paul Cronin/CroninP@hswc.com Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@kpff.com Steve Thomas/sthomas@mka.com Tom Gurtowski/TMG@shanwil.com i Krazan&Associates,Inc. -- Offices Serving The Western United States Krazan&Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370,(360)598 2126 Project No. 106-09104 Cyl.Code P18587 Pour Date 10/27/2010 Report No. 35784 Weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP 50 Cem.lbs. - 574 Mix Air Unit F Ash lbs. 100 Slump Temp. Temp. Wt. C.agg.lbs.1 1851 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 245 390 19415 54 5.25 59 48 - C.agg.lbs.3 Sand lbs. 1171 Water lbs. 26 gals Placement Area Air Ent.(oz) 6 oz Location SLAB ON GRADE. E-E 4 AND 11-11 5 Other(oz) 53 8 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 18 Field Test Methods Remarks SAMPLED AT 8 OF 8 TOTAL YARDS PLACED X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 W/C 32 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 10/28/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str.(psi) Set# By Type Test Methods P18587 11/3/2010 7 4X8 12.56 45705 3,640 ZL 5 X ASTM C39 P18587 11/24/2010 28 4X8 12.56 63975 5,090 AC 5 ASTM C109 P18587 11/24/2010 28 4X8 12.56 68240 5,430 AC 3 ASTM C617 P18587 11/24/2010 28 4X8 12.56 66240 5,270 AC 3 X ASTM C1231 P18587 ASTM C780 P18587 Other P18587 P18587 Test Results Remarks FR 139180 X Conforming Results Reviewed By � Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Form 03101 Revisio 2 Effective Date 12/02/02 The Information provided this report Is prepared for the exclusive use of the client.TAIs report may not be eproduced In ny format without the written permisslo of the client and Kraza 9 Associate Krazan&Associates, Int;. 1230 FINN HILL RD.POULSBO WA 98370, (360)598 2126 Project No. 106-09104 Cyl.Code P18676 Pour Date 11/18/2010 Report No. 48598 weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete Other X Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. 565A301 Cem.lbs. 608 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 0 375 901 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1240 384 19986 - FLUID 61 44 - C.agg.lbs.3 - Sand lbs. 2242 Water lbs. 32 9 gals Placement Area Air Ent.(oz) Location PERFORMANCE HALL, UNDER FLOOR WALLS Other(oz) POLY 36 0 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 20 Field Test Methods Remarks PLACED BY GROUT PUMP MECHANICALLY ASTM C143 ASTM C138 CONSOLIDATED SAMPLED AT 8 OF 16 TOTAL YARDS X ASTM C1064 ASTM C173 PLACED X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 2 000 @ 28 days Date Specimens Rec'd. 11/19/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P18676 11/25/2010 7 4X8 11.22 36045 3,210 ZL 1 X ASTM C39 P18676 12/16/2010 28 4X8 ASTM C109 P18676 12/16/2010 28 4X8 X ASTM C617 P18676 12/16/2010 28 4X8 ASTM C1231 P18676 ASTM C780 P18676 Other P18676 P18676 Test Results Remarks FR 139259 Conforming Results Reviewed By Date Reviewed .1t-Z6- 0 Non-Conforming Codes for Break Types: 1 Cone 2: Cone&Split 3: Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revision 2 Effective Data 12/02/02 The nformatio provided on this report Is preps ed fo the clusive of the client.Thio reportmay of be eproduced in ny formal without the wdde permhssian of the client and Kr an 6 Associate aZaZ & Associates, Inc FIELD REPORT NO 139260 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 11-11q-10 CONTRACTOR: PROJECT#- JURISDICTION PROJECT PERMIT#- LOCATION: INSPECTOR: 0 / KRAZAN PROJECT MANAGER. V,770 WEATHER. ef�71 TEMP' S ©PJ /--eef 1'3% hf(ems 1<<iP �^- a.J /&b fitL3 u/ /Pl/�y l�.vQl L^�G 0/ /C'7 Ta S e9 616' '-�PL 7— /::1/::1 �iC�'T�9r.v rr0 /19,19 c�,Vini'c� �,Fl�• 02�� P��� r�r'�G-�fP ,vy �o.��9c i�D �� ro G2,ffT' TE'S'TS /� r�; �,(� i.�__J/ ,0_.,a7 -_>J — iG Equipment/Asset 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/Re.presentative Technician: I 64,11— , 1 This report Indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior, final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE.4/22/2009 -� COMPACTION KXa7a1 & Associates , Inc REPORT NO 22537 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 11-19-10—1y CONTRACTOR: PROJECT# - �ry PERMIT NO: �� Q PROJECT /J� ��L- ��/�i�' L INSPECTOR: (6/4-L LOCATION: JURISDICTION: KRAZAN PROJECT MANAGER: V�yJ�� WEATHER: TEMP: 40 > ❑ WASHINGTON DENSOMETER ❑ SANDCONE a NUCLEAR TEST❑ OTHER LOCATIO MAP N Paved Areas (circle one) Sub kA' ITR /_�c 12-7 ::2-C, l ❑ Building Pad (s) 3 ❑ Other ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly � CT Curve Unified Soils Classification Max Dry Opt ` Density Moisture r , � Test n Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction 13 1? 7 14/, 9 � 1 ata / o 4-/ Map Location: Curve Test Method: 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 ❑Attached Daily Avg.Std J locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities V vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily Avg.Std 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 above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. i� ��<2� Superintendent/Representative: Technician: , r 5 /J Serving the Western United States 1501 Compactio Report.doc Re on 1 Effect' Date.11/3/O6 The 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 Krazen&Associates. Particle Size Distribution Report C C O O O O O OCl) aO (Op O � 100 --- WA. DOT. 9-03.8 s 1/2 Inch HMA 0 90 ' 10 80 20 70 tx ! I ! I 30 m LU I I 40 m Z so I I I ; : i I I I Z Z50-- I I I I ; W I I °� I 1 I I I I 50 n U I V I I I I O w 40 LU 60 Cn 30 70 M 71 1 20 80 10 90 I I V I I I I I I I `� �' 0 100 100 10 1 0.1 0.01 0.001 GRAIN SIZE mm. %+3' %Gravel %Sand %,Fines Coarse Fine Coarsel M diu I Fine Silt Clay 0.0 0.0 471 241 16.2 8.0 4.6 Test Results(ASTM C-136& ASTM C-117) Material Description Opening Percent Spec." Pass? WELL GRADED SAND WITH GRAVEL Size Finer (Percent) (X=Fall) 75 100.0 1000 1000 .625 1000 Atterberg Limits(ASTM D 4318) .5 92.7 900 1000 PL= NP LL= NV PI= .375 82.0 58.0 900 #4 52.9 Classification 48 32.0 28.0 58.0 USCS(D 2487)= SW AASHTO(M 145)= A 1-a #16 217 Coefficients #40 12.6 D90= 11.8261 D85= 10.3138 D60= 5.6483 #100 6.5 D50= 4 4008 D30= 2.1373 D15= 0.5763 9200 4.6 2.0 7.0 D10= 0.2905 Cu= 19 45 Cc= 2.78 Remarks REPORT 139260 FIELD DESCRIPTION 1/2 HMA RICE. 151.3,ASPHLT CTNT 5.9 1,NO CORR.FACT Date Received: 11/20/10 Date Tested 12/1/10 Tested By ZL Checked By AC Title: LABORATORY MANAGER WA. DOT 9-03.8(6) 1/2 Inch HMA Location, PAVING MACHINE SOUTH END OF PAVING Date Sampled 11/19/10 Sam le Number:P18683 Client: STATE OF WASHINGTON DEPT OF GA •fit Project: PENINSULA COLLEGE MAIER HALL AND WEST CAMPUS STRUCTURE Proiect No: 106-09104 Fi ure PCL XL error Subsystem: IMAGE Error MissingData Operator ReadImage Position 789 1 PCL XL error Subsystem: KERNEL Error IllegaLTag Operator Oxlb Position 72 1 James Lierly From Jean-Claude Letourneau Uc@saarch com] Sent: Wednesday December 08 2010 3 40 PM To James Lierly Cc. Dominguez, Carl Subject: Maier Hall re Special Inspections for Suspended Ceilings and Theatrical Rigging Attachments. 095323 metal clg suspension engineering pdf Jim, Good afternoon I would like some clarification from you regarding the special periodic inspection we discussed for the metal acoustical ceiling suspension assembly Attached is some engineering data on these dropped ceilings, and there is a page with a Statement of Special Inspections. It calls for inspection of the Hilti Kwik-Bolt TZ Anchors to structure, only We recommend Krazan to perform these inspections. Do you have any other items on these ceilings requiring inspection?And if it is more visual inspection, such as the seismic perimeter clips are installed for instance, will it be you that will be performing the inspection? Krazan, our third party inspector doesn't typically do inspections for ceilings unless it is a mechanical fastener Please clarify Also, can you define what special inspection will be required for the rigging systems? Is it the mechanical connections to the structure only? Jc Jean-Claude Letourneau AIA, LEED AP Associate schacht ( aslani architects, p.c. 901 Fifth Avenue Seattle,WA 98164 (206)443-3448 tel (206)443-3471 fax www.saarch.com 1 PREPARED 12/08/10 8 09 45 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/08/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS please follow instructions per mfg listing and recall/jll BFS O1 11/03/10 JLL BLDG FIRE STOP INSP TIME 09 00 11/04/10 AP November 3 2010 8 19 52 AM permits RICHARD 360 509 3149 FIRE CAULK MORNING November 4 2010 4 37 24 PM jlierly BLI 08 11/05/10 JLL BLDG INSULATION 11/05/10 AP November 5 2010 8 26 40 AM 1pangrle CHANCE 206 786 8737 INSULATION November 5 2010 4 29 47 PM jlierly BLI 09 11/10/10 JLL BLDG INSULATION 11/10/10 AP November 10 2010 8 07 19 AM 1pangrle LONNIE 206 321 5768 INSULATION & VAPOR BARRIER November 10 2010 4 36 53 PM jlierly BL3 16 11/17/10 JLL BLDG FRAMING 11/17/10 AP November 17 2010 11 12 12 AM pbarthol chance 206 786 8737 November 17 2010 3 54 38 PM jlierly 1 & 2nd flr ceiling hat channel with seismic restraints west wing/jll BLI 10 12%08/10 BLDG INSULATION December 8 2010 8 08 14 AM 1pangrle LONNIE 206 321 5768 INSULATION TO COVER CEILINGS COMMENTS AND NOTES F/ot PREPARED 12/07/10 8 41 36 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/07/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ROUGH IN MECHANICAL AFTERNOON November 23 2010 4 02 46 PM pbarthol 3rd floor west end heat supply duct 2nd/3rd west chase heat duct ME1 08 12/07/10 LL MECHANICAL ROUGH IN TIME O1 00 December 7 2010 8 40 32 AM 1pangrle DAVID 477 0811 ROUGH IN MECHANICAL AFTERNOON COMMENTS AND NOTES C4 James Lierly From Heather Lewis [HeatherLewis@Krazan com] Sent: Tuesday November 30 2010 8 32 AM To James Lierly jcoplan@ga.wa gov• CroninP@hswc.com langbergb@hswc.com StrohmeierN@hswc.com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu cart@saarch com jc@saarch.com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil.com Subject: 106-09104 Peninsula College Maier Hall Reports Attachments. 20101129 10609104 pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you sWe44l m.L 4c o. Krazan &Associates Inc 360-598-2126 i , aZarl & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 18,2010 KA Project No 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. P O Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall-Structure Port Angeles,WA Dear Mr Copland. In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. November 12,2010 Field Report No 139013 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 and Enclosures cc: Bob Langberg/lanebergp@hswc.com Carl Dominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@kpff.com Jean-Claude Letoumeau/,ic@saarch.com Bill Perkins/wwip@shanwil.com Jim Uerly/iliM@cityofna.us Kaustav Bose/ksb@shanwil.com Lavina Sadhwani/lsadhwani@mka.com Nick Strohmeier/StrohmeierN@hswc.com Paul Cronin/CroninP@hswc.com Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@kpff.com Steve Thomas/sthomas@mka.com Tom Gurtowski/TMG@shanwil.com With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A 9 Poulsbo,Washington 98370•(360)598-2126 9 Fax:(360)598-2127 -V FIELD REPORT NO 139013 MM-- FIELD & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. `�' //�/O CONTRACTOR. H6 PROJECT#• 106'' D9/0"74 JURISDICTION -/OX PROJECT Zg!,O !-?5Ae4-_ PERMIT#• D C?—q?T4- LOCATION: P.A INSPECTOR: Ve,4t. 11 -'Q4 — KRAZAN PROJECT MANAGER: 7-1771e5 WEATHER. t;;« TEMP- < ,0i 1'242 J 1B V h�/L rV H, 7-- RO `C- en --S A . r''�7 /yl"I Y ,4d>- u AP•ea x 6' �� PAOre7"W, /icl 4,14'-4064 '7- , i Equipment/Asset Number(s) To the best of my knowledge,the aboveA WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repr entative Technician �3er /1AIL I \0 -�I -� This report indicates our inspector's observation and testing results based on the site condition and contractors activities.This information is subject to review prior to final Vynittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this rep6ri 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360) 598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 = 1\,raZan & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 29 2010 KA Project No 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. P O Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall Structure Port Angeles,WA Dear Mr Copland. In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. November 18,2010 Field Report No. 139259 November 19 2010 Field Report No. 139269 November 24 2010 Welding Report No 5756 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. I If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office Respectfully submitted, /.�(� "Z� Penn Seely Laboratory Manager Peninsula Division PS and Enclosures cc: Bob Langberg/langbergb@hswc.com CarlDominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@kpff.com Jean-Claude Letourneau/is@saarch.com Bill Perkins/wip@shanwil.com Jim Lierly/iIiery@citvafpa.us Kaustav Bose/ksb @shanwil.com Lavina Sadhwani/Isadhwani@mka.com Nick Strohmeier/StmhmeierN@hswc.com Paul Cronin/CroninP@hswc.com Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@Uff.cocn Steve Thomas/sthomas@mka.com Tom Gurtowski/TMG@shanwil.com With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A 9 Poulsbo,Washington 98370 9(360)598-2126•Fax: (360)598-2127 FIELD REPORT NO- 139259 y KraZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. /-- /9 "/D CONTRACTOR. hWCe,1 PROJECT#- /,DdL–. .Q CI f D JURISDICTION PROJECT W44PERMIT#- LOCATION. � .- INSPECTOR:_ /GG- — KRAZAN PROJECT MANAGER: WEATHER. TEMP- /�� �S t T� �aP ��5 T���� /�tJS/��G?�o�Jf �•P©�'r v"���•�s��i-- — /yJ(�' j' L'7N,iF r C-��n/-'�P��'s �a..� 'yrs�"'�.•�G _ c5"�� G/•�.i� ��P eP�loaeT�' xJ. eeg67 �4�- G /36 1i�1/4lz i92214,e 7-a Z-10 I J-OW 09 3 , 410 9l Equipment/Asset Number(s) To the best of my knowledge,the abov WA WAS NOT performed in accordance with the approved pl s,specif cations,and regulatory requirements. SuperintendenVRepre entative Technician: This report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final subminqk4signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The 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 Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 FIELD REPORT NO 139269 �1(raZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. ��— /9"� CONTRACTOR: PROJECT0")f/09f- JURISDICTION PROJECT- Ai-ZJ'-1-2 PERMIT#- y 1�1— LOCATION. r' X INSPECTOR: KRAZAN PROJECT MANAGER. WEATHER: TEMP-llz:Ve r— ����LS ,���7 �?AJL %— I- Xe4— '�f �GW/I5,1—r 1 Equipment/Asset Number(s) To the best of my knowledge,the aboveAS WAS NOT performed in accordance with the approv d plans,specifications,and regulatory requirements. Superintendent/Representative Technician AIL This report indicates our Inspector's observation and testing results based on the site condition and contractors activities.This information is subject to review prio4tMks,1LaI. signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The 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 Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 WELDING �KXa7_ al & Associates , Inc REPORT NO 5756 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: //—'?,� ,- CONTRACTOR: `S� PROJECT# Ids 0�21,yS- PERMITNO: � PROJECT (fes..) �„n �-L 1l'?A/ .E� « INSPECTOR: 1231,_11— IJ41 .4 r:/ - LOCATION: �? JURISDICTION: KRAZAN PROJECT MANAGER: a WEATHER: O C TEMP: o'ZO FIELD ❑ SHOP WELDING } ❑ M.T. ❑ PT ❑ VX item(s)inspected: 611J .�/ry 1'7a'e �X�6-'elo 1,21"U,G, �+//��/its Asn c��, 100 tD§jj�,k- u1ALKVk-;7 �r� A1d m issiN� PLIDA�� ❑ Position: FLAT VERITCAL �HORIZONTA OVERHEAD ❑ Filler Metal: ❑ Process: S W FCAW GMAW SAW ❑ Other• ❑ Weld Type: FILLET C.P RP PLUG ❑ Other• ❑ Weld Size 3/16" 1/4" 5/16" 3/8' ❑ Other ❑ Codes: WS AISC TITLE 21 TITLE 24 UBC ASME A-211 V ala 9, To the best of my knowledge,the above WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements Superintendent/Representative. Technician: Serving the Western United Statis This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal. By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. Rev 1 Effectiv Date 11/15/07 The rnformatio pr rded this report prepared fo the clu use of the client This report may of be eproduced any format without the written permis of the client and Krum&As atm. PREPARED 11/23/10 9 28 57 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/23/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NSR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT ME 00 MECHANICAL PERMIT - -- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME1 01 8/19/10 JLL MECHANICAL ROUGH IN 8/19/10 AP August 18 2010 4 25 16 PM 1pangrle RICHARD 360 509 3149 MECHANICAL ROUGH IN (COPPER PIPING FOR RADIANT HEAT) August 19 2010 4 39 24 PM jlierly ME1 02 9/28/10 JLL MECHANICAL ROUGH IN TIME O1 00 9/28/10 AP September 28 2010 8 37 13 AM 1pangrle RICHARD 360 509 3149 GAS UNDER GROUND AFTERNOON September 28 2010 4 43 45 PM jlierly ME1 03 9/30/10 JLL MECHANICAL ROUGH IN 9/30/10 AP September 30 2010 8 50 22 AM 1pangrle RICHARD 360 509 3149 GAS UNDERGROUND AND WASTE & VENT September 30 2010 4 29 33 PM jlierly ME1 04 10/06/10 JLL MECHANICAL ROUGH IN TIME 09 00 10/07/10 AP October 5 2010 4 03 31 PM 1pangrle RICHARD 360 509 3149 SECOND FLOOR HEATING (MECHANICAL ROUGH IN's) HE REQUESTED A MORNING INSPECTION October 7 2010 8 24 30 AM jlierly ME1 05 10/13/10 JLL MECHANICAL ROUGH IN 10/13/10 AP October 12 2010 2 35 26 PM 1pangrle RICHARD 509 3149 HEATING SECOND FLOOR WEST October 13 2010 3 45 01 PM jlierly ME5 01 10/20/10 JLL MECHANICAL DUCTS 10/20/10 AP October 20 2010 8 42 38 AM 1pangrle DAVID 360 477 0811 DUCTWORK October 20 2010 4 49 26 PM jlierly ME1 06 11/12/10 PB MECHANICAL ROUGH IN TIME 09 00 11/12/10 AP November 12 2010 8 22 32 AM 1pangrle MATTHEW 253 250 3071 MECHANICAL ROUGH IN HEATING SYSTEM SECONDARY CHILLED WATER HE REQUESTED A MORNING INSPECTION November 12 2010 4 53 28 PM pbarthol 3rd floor NE NW heating / Secondary chilled water lines 2nd/3rd west shaft propane vent and H2O 2nd/3rd rain leader ME1 07 11/ JLL MECHANICAL ROUGH IN TIME O1 00 November 23 2010 9 10 10 AM 1pangrle DAVID 477 0811 CONTINUED ONTO NEXT PAGE N% rF r, � p•� AMP-2 .- aZaZ & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING -- CONSTRUCTION TESTING & INSPECTION November 18,2010 KA Project No. 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. P O Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall Structure Port Angeles,WA Dear Mr Copland. In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. November 12,2010 Field Report No 139013 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 and Enclosures cc: Bob Langberg/laneberg_b@hswc.com Carl Dominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@koff.com Jean-Claude Letoumeau/is@saarch.com Bill Perkins/wip @shanwil.com Jim Lierly/iliM@cityofpa.us Kaustav Bose/ksb@shanwil.com Lavin Sadhwani/Isadhwani@mka.com Nick Strohmeier/StrohmeierN@hswc.com Paul Cronin/CroninP@hswc.com Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@kRfff.com Steve Thomas/sthomas@mka.com Tom Gurtowski/TMG@shanwil.com With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A 9 Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 ®K'aZan & Associates, Inc FIELD REPORT NO- 139013 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. CONTRACTOR: H66e-) PROJECT#- Z06- D910154 JURISDICTION 'PDX PROJECT eloz_c, A&A::.c_ PERMIT* LOCATION: PA, INSPECTOR: te./44. L.A c_0 -tea/ — KRAZAN PROJECT MANAGER: WEATHER. TEMP- JDtQtc� r-S A-1pox-) fid/L rV H/r— RA .��ep --S 4L'./1 -If r-,igp� ZZ r��ir�,� �,� �,Na,>�«reef s�Ti'�.•�/J�9Rr>s_ — /fN Y7" Equipment/Asset Number(s) To the best of my knowledge,the aboveA WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repr entative Technician This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final ittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this rep 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360) 598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 James Lierly From Heather Lewis [HeatherLewis@Krazan.comj Sent: Wednesday November 17 2010 8.08 AM To James Lierly,jcoplan@ga.wa.gov- CroninP@hswc.com langbergb@hswc cam Strohm eierN@hswc cam rebekah weston@kpff cam Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu cart@saarch cam jc@saarch cam peter@saarch cam DPO@shanwil cam TMG@shanwil cam wjp@shanwil cam Subject: 106-09104 Peninsula College Maier Hall-Structure Attachments. 2010111710 10609104.pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you gmff 4 Zea,i O Krazan &Associates Inc 360-598-2126 1 PREPARED 11/17/10 11 43 44 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/17/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS please BFS O1 11/03/10 JLL BLDG FIRE ISTOP 1INSPuctTIME plisting and recall/jll 09 00 11/04/10 AP November 3 2010 8 19 52 AM permits RICHARD 360 509 3149 FIRE CAULK MORNING November 4 2010 4 37 24 PM jlierly BLI 08 11/05/10 JLL BLDG INSULATION 11/05/10 AP November 5 2010 8 26 40 AM 1pangrle CHANCE 206 786 8737 INSULATION November 5 2010 4 29 47 PM jlierly BLI 09 11/10/10 JLL BLDG INSULATION 11/10/10 AP November 10 2010 8 07 19 AM 1pangrle LONNIE 206 321 5768 INSULATION & VAPOR BARRIER November 10 2010 4 36 53 PM jlierly BL3 16 11/ L BLDG FRAMING November 17 2010 11 12 12 AM pbarthol chance 206 786 8737 - COMMENTS AND NOTES i James Lierly From James Lierly Sent: Wednesday November 17 2010 3 57 PM To Letourneau Jean-Claude Subject: PC Maier Hall re. Deferred Submittals Yes, I should be here JC Jim Lierly Building Inspector City of Port Angeles 360-417-4816 jlierly(acityofpa.us >>> Jean-Claude Letourneau < ic(@saarch.com > 11/17/2010 1 22 PM >>> Hello Jim, Are you available for a drop off of deferred submittals for the Maier Hall project tomorrow 11/18 around 8 AM? There are several left on my list that I still need to get to you, exterior cladding, sectional doors (garage door), exterior sunscreens, Gas Kiln, etc to name a few Let me know If not, maybe we can leave a box for you with the Contractor Thanks Jim, JC Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects, p c 506 2nd Avenue Seattle, WA 98104 (206) 443-3448 tel (206) 443-3471 fax www saarch com < http.//www.saarch com > WE RE MOVING ON NOV 22! ' 1 Please note our new address 901 Fifth Avenue, Suite 2720 Seattle, WA 98164 2 l =115, a7arz & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING _ CONSTRUCTION TESTING & INSPECTION November 16,2010 KA Project No 106-09104 Building Permit No. 09-484 — Mr James Copland Washington State Department of G.A. P O Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall-Structure Port Angeles,WA Dear Mr Copland: _ In accordance with your request and authorization,the following test data are presented on the following reports, _ which are enclosed. October 27 2010 Cylinder Report No 35784–7 Day Break 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, AeZe�� Penn Seely Laboratory Manager Peninsula Division PS and Enclosures cc: Bob Langberg/lanebergb@hswacom Carl Dominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@kpff.com Jean-Claude Letoumeau/is@saarch.com Bill Perkins/win@shanwil.com Jim Lierly/Lerv@cityofya.us Kaustav Bose/ksb@shanwil.com Lavina Sadhwani/lsadhwani@mka.com Nick Strohmeier/StrohmeierN@hswc.com Paul Cronin/CroninP@hswacom Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@kpff.com Steve Thomas/sthomas@mka.com Tom Gurtowski/TMG@shanwil.com With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 I Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370,(360)598 2126 Project No. 106-09104 Cyl.Code P18587 Pour Date 10/27/2010 Report No. 35784 weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW -- Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP-50 Cem.lbs. 574 Mix Air Unit F Ash lbs. 100 Slump Temp. Temp. Wt. C.agg.lbs.1 1851 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 245 390 19415 54 525 59 48 - C.agg.lbs.3 Sand lbs. 1171 --- Water lbs. 26 gals Placement Area Air Ent.(oz) 6 oz Location SLAB ON GRADE E-E.4 AND 11-11 5 Other(oz) 53 8 oz Other(oz) - Other(oz) Other(oz) Water Added on Job(gals.) 18 Field Test Methods Remarks SAMPLED AT 8 OF 8 TOTAL YARDS PLACED X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 W/C 32 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 10/28/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P18587 11/3/2010 7 4X8 1256 45705 3,640 ZL 5 X ASTM C39 P18587 11/24/2010 28 4X8 ASTM C109 P18587 11/24/2010 28 4X8 ASTM C617 P18587 11/24/2010 28 4X8 X ASTM C1231 P18587 ASTM C780 P18587 Other P18587 P18587 Test Results Remarks FR 139180 Conforming Results Reviewed ByW Date Reviewed V711i Non-Conforming Codes forBrbak Types: 1 Cone 2 Cone&Split 3. Cone&Shear 4 Shear 5 Columnar(Split) Form 03101 Review 2 Effective Date 12/02/02 The nformation provided the sport is prepared for the clusive of the client.This eportmay not be eprodu ed in ny format without the wride pennisdo of the diene nd Kraza 6 Assodete PREPARED 11/12/10 9 03 10 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/12/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME1 01 8/19/10 JLL MECHANICAL ROUGH IN 8/19/10 AP August 18 2010 4 25 16 PM 1pangrle RICHARD 360 509 3149 MECHANICAL ROUGH IN (COPPER PIPING FOR RADIANT HEAT) August 19 2010 4 39 24 PM jlierly ME1 02 9/28/10 JLL MECHANICAL ROUGH IN TIME O1 00 9/28/10 AP September 28 2010 8 37 13 AM 1pangrle RICHARD 360 509 3149 GAS UNDER GROUND AFTERNOON September 28 2010 4 43 45 PM jlierly MEI 03 9/30/10 JLL MECHANICAL ROUGH IN 9/30/10 AP September 30 2010 8 50 22 AM 1pangrle RICHARD 360 509 3149 'GAS UNDERGROUND AND WASTE & VENT' September 30 2010 4 29 33 PM jlierly ME1 04 10/06/10 JLL MECHANICAL ROUGH IN TIME 09 00 10/07/10 AP October 5 2010 4 03 31 PM 1pangrle RICHARD 360 509 3149 SECOND FLOOR HEATING (MECHANICAL ROUGH IN7) HE REQUESTED A MORNING INSPECTION October 7 2010 8 24 30 AM jlierly ME1 05 10/13/10 JLL MECHANICAL ROUGH IN 10/13/10 AP October 12 2010 2 35 26 PM 1pangrle RICHARD 509 3149 HEATING SECOND FLOOR WEST October 13 2010 3 45 01 PM jlierly ME5 01 10/20/10 JLL MECHANICAL DUCTS 10/20/10 AP October 20 2010 8 42 38 AM 1pangrle DAVID 360 477 0811 'DUCTWORK October 20 2010 4 49 26 PM jlierly ME1 06 1�11/11.22/110- JLL MECHANICAL ROUGH IN TIME 09 00 l / ^ November 12 2010 8 22 32 AM 1pangrle 77 MECHANICAL 253 250 3071 MECHANICAL ROUGH IN HEATING SYSTEM SECONDARY CHILLED WATER HE REQUESTED A MORNING INSPECTION COMMENT AND NOTES 60 t 3 �Uff r 4A-I pq PREPARED 11/10/10 8 08 44 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/10/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS please follow instructions per mfg listing and recall/jll SFS O1 11/03/10 JLL BLDG FIRE STOP INSP TIME 09 00 11/04/10 AP November 3 2010 8 19 52 AM permits RICHARD 360 509 3149 FIRE CAULK MORNING November 4 2010 4 37 24 PM jlierly BLI O8 11/05/10 JLL BLDG INSULATION 11/05/10 AP November 5 2010 8 26 40 AM 1pangrle CHANCE 206 786 8737 INSULATION November 5 2010 4 29 47 PM jlierly BLI 09 11/10/10 JLC BLDG INSULATION November 10 2010 8 07 19 AM 1pangrle LONNIE 206 321 5768 INSULATION & VAPOR BARRIER COMMENTS AND NOTES s PREPARED 11/05/10 8 27 53 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/05/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS please follow instructions per mfg listing and recall/jll BFS O1 11/03/10 JLL BLDG FIRE STOP INSP TIME 09 00 11/04/10 AP November 3 2010 8 19 52 AM permits RICHARD 360 509 3149 FIRE CAULK MORNING November 4 2010 4 37 24 PM jlierly BLI 08 11/05/10 L BLDG INSULATION November 5 2010 8 26 40 AM 1pangrle CHANCE 206 786 8737 INSULATION COMMENTS AND NOTES James Lierly From Heather Lewis [HeatherLewis@Krazan com] Sent: Wednesday November 03 2010 9 33 AM To James Lierly-jcoplan@ga.wa.gov• CroninP@hswc com langbergb@hswc.com Strohm eierN@hswc com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall-Structure Reports Attachments. 20101103 10609104.pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you 'W"ffeh Zea c.'¢ Krazan &Associates Inc 360-598-2126 1 ' PREPARED 11/03/10 8 20 56 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/03/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS please follow instructions per mfg listing and recall/ill BFS O1 11/03/10 ALO BLDG FIRE STOP INSP TIME 09 00 November 3 2010 8 19 52 AM permits RICHARD 360 509 3149 FIRE CAULK MORNING COMMENTS AND NOTES 2 �( yyvz� M Hilti Online- WL 5029 Page 1 of 2 l Hilti USA. (866) 445-8827 Home Service/Downloads Planning and Specifying Firestop Design Center Through Penetrations WL 5029 Penetrating Item(s) Base material: Fire rating: 1 or 2 hours Firestop product(s). FS-ONE High Performance Intumescent Firestop Sealant Back to Gypsum wall System data 1 GYPSUM WALL ASSEMBLY(UL/cUL CLASSIFIED U300 OR U400 SERIES)(1-HR.OR 2-HR. FIRE-RATING) (2-HR. SHOWN) 2. [NOT SHOWNI WOOD STUDS TO CONSIST OF NOMINAL 2' X 4 LUMBER.STEEL STUDS TO BE MINIMUM 2 1/2' WIDE. 3 PENETRATING ITEM TO BE ONE OF THE FOLLOWING A. MAXIMUM 12' NOMINAL DIAMETER STEEL PIPE(SCHEDULE 10 OR HEAVIER) B MAXIMUM 12' NOMINAL DIAMETER CAST OR DUCTILE IRON PIPE. C MAXIMUM 6' NOMINAL DIAMETER COPPER.PIPE OR TUBING 4 NOMINAL 1 1 1/2' OR 2' THICK GLASS FIBER PIPE INSULATION OR MAXIMUM 2' THICK CALCIUM SILICATE PIPE INSULATION 5 MINIMUM 5/8' DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT 6 MINIMUM 1/2' BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT NOTES 1 MAXIMUM DIAMETER OF OPENING= 18' 2.ANNULAR SPACE=MINIMUM 0' MAXIMUM 1 7/8' 3 WHEN CALCIUM SILICATE PIPE INSULATION IS USED SECURE INSULATION TO PIPE WITH STAINLESS STEEL BANDS OR MINIMUM 8 AWG STAINLESS STEEL WIRE AT MAXIMUM 12' O C Downloads WL 5029 _ Autocad DWG file 0 16 MB English Autocad DXF file 0.34 MB English Adobe Acrobat file 0 97 MB English California State Adobe Acrobat file 0 04 MB English Fire Marshal Approval for FS http.//www us.hilti.com/holus/page/module/firestop/adfs_system_summary.lsf;Jsessiomd= 11/3/2010 os System No W-L-5029 0 F Ratings—1 and 2 Hr(See Item 1) _J T Ratings—112, 314, 1, 1 112 and 1-314 Hr(See Item 3) L Rating At Ambient—4 CFM/Sq Ft L Rating At 400 F—Less Than 1 CFM/Sq Ft �A 4 4 33 ---------- — —— — — — — -- 2 -_ 2 L.A 1 5 SECTION A-A 1 Wall Assembly—The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A.Studs—Wall framing may consist of either wood studs or steel channel studs.Wood studs to consist of nom 2 by 4 in.lumber spaced 16 in. OC.Steel studs to be min 2-112 in.wide and spaced max 24 in.OC. B.Gypsum Board*—518 in.thick,4 ft wide,with square or tapered edges.The gypsum board type,thickness,number of layers,fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design.Max,diam of opening is 18-518 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2.Through Penetrants—One metallic pipe or tubing to be centered within the firestop system.Pipe or tubing to be rigidly supported on both sides of wall assembly The following types and sizes of metallic pipes or tubing may be used: A.Steel Pipe—Nom 12 in.diam(or smaller)Schedule 10(or heavier)steel pipe. B.Iron Pipe—Nom 12 in.diam(or smaller)cast or ductile iron pipe. C.Copper Tubing—Nom 6 in.diam(or smaller)Type L(or heavier)copper tubing. D Copper Pipe—Nom 6 in.diam(or smaller)Regular(or heavier)copper pipe. 3.Pipe Covering*—Nom 1 1 112 or 2 in.thick hollow cylindrical heavy density(min 3.5 pcf)glass fiber units jacketed on the outside with an all service jacket.Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape.Transverse joints secured with metal fasteners or with butt tape supplied with the product. SS I F" Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. February 08,2006 Hilt! Firestop Systems C ® US Page: 1 of 2 PREPARED 11/02/10 9 02 31 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/02/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CHANCE 206 786 8737 FRAMING September 16 2010 4 25 56 PM jlierly BLI 04 9/22/10 JLL BLDG INSULATION 9/22/10 DA September 22 2010 8 32 15 AM 1pangrle CHANCE 206 786 8737 WALL INSULATION September 22 2010 4 39 10 PM jlierly insulation was partially covered remove plywood and recall/jll BL3 12 9/23/10 JLL BLDG FRAMING 9/24/10 AP September 23 2010 8 38 13 AM jlierly September 24 2010 8 36 37 AM jlierly BLI 05 10/07/10 JLL BLDG INSULATION 10/07/10 AP October 7 2010 8 19 41 AM 1pangrle CHANCE 206 786 8737 EXTERIOR'WALL INSULATION October 7 2010 4 51 58 PM jlierly BLI 06 10/15/10 JLL BLDG INSULATION 10/18/10 AP October 15 2010 8 17 38 AM 1pangrle CHANCE 206 786 8737 EXTERIOR WALL INSULATION SECOND FLOOR October 18 2010 4 28 54 PM jlierly BL3 13 10/19/10 JLL BLDG FRAMING 10/19/10 AP October 19 2010 8 51 43 AM 1pangrle CHANCE 206 786 8737 FRAMING October 19 2010 4 09 32 PM jlierly BL3 14 10/20/10 JLL BLDG FRAMING 10/20/10 AP October 20 2010 8 46 06 AM 1pangrle CHANCE 206 786 8737 INTERIOR WALL FRAMING October 20 2010 4 49 26 PM jlierly BLI 07 10/28/10 JLL BLDG INSULATION 10/28/10 AP October 28 2010 8 37 31 AM 1pangrle CHANCE 206 786 8737 INSULATION October 28 2010 4 08 46 PM jlierly BL3 15 11/02/10 JLL• R-EgG FRAMING— TIME O1 00 T •� S�� l�p�—�� November 2 2010 9 01 19 AM 1pangrle LONNIE 206 321 5768 SHAFT AFTERNOON COMMENTS AND NOTES A +� ILCSI ��rJJ�� �c�✓� w e � PREPARED 10/28/10 8 47 28 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/28/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 47 7 54 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CHANCE 206 786 8737 FRAMING September 16 2010 4 25 56 PM jlierly BLI 04 9/22/10 JLL BLDG INSULATION 9/22/10 DA September 22 2010 8 32 15 AM 1pangrle CHANCE 206 786 8737 WALL INSULATION September 22 2010 4 39 10 PM jlierly insulation was partially covered remove plywood and recall/jll BL3 12 9/23/10 JLL BLDG FRAMING 9/24/10 AP September 23 2010 8 38 13 AM jlierly September 24 2010 8 36 37 AM jlierly BLI 05 10/07/10 JLL BLDG INSULATION 10/07/10 AP October 7 2010 8 19 41 AM 1pangrle CHANCE 206 786 8737 EXTERIOR WALL INSULATION October 7 2010 4 51 58 PM jlierly BLI 06 10/15/10 JLL BLDG INSULATION 10/18/10 AP October 15 2010 8 17 38 AM 1pangrle CHANCE 206 786 8737 EXTERIOR WALL INSULATION SECOND FLOOR October 18 2010 4 28 54 PM jlierly BL3 13 10/19/10 JLL BLDG FRAMING 10/19/10 AP October 19 2010 8 51 43 AM 1pangrle CHANCE 206 786 8737 FRAMING October 19 2010 4 09 32 PM jlierly BL3 14 10/20/10 JLL BLDG FRAMING 10/20/10 AP October 20 2010 8 46 06 AM 1pangrle CHANCE 206 786 8737 INTERIOR WALL FRAMING October 20 2010 4 49 26 PM jlierly BLI 07 10/28/10 JLL ^ BLDG INSULATION October 28 2010 8 37 31 AM 1pangrle CHANCE 206 786 8737 INSULATION COMMENTS AND NOTES C James Lierly From Heather Lewis [Heath erLewis@ Krazan com] Sent: Wednesday October 27 2010 7 45 AM To James Lierly-jcoplan@ga.wa.gov- CroninP@hswc com langbergb@hswc.com Strohm eierN@hswc com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104- Peninsula College Maier Hall-Structure Reports Attachments 20101026 10609104.pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you q"4a im Zew6o, Krazan &Associates Inc 360-598-2126 r 1 James Lierly From Heather Lewis [HeatherLewis@Krazan com] Sent: Wednesday October 20 2010 9.06 AM To James Lierly jcoplan@ga.wa.gov- CroninP@hswc com langbergb@hswc com StrohmeierN@hswc.com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu; carl@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments. 20101020 10609104.pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you 'feat Zein Krazan &Associates Inc. 360-598-2126 1 PREPARED 10/20/10 8 53 23 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/20/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS AFTERNOON September 28 2010 4 43 45 PM jlierly ME1 03 9/30/10 JLL MECHANICAL ROUGH IN 9/30/10 AP September 30 2010 8 50 22 AM 1pangrle RICHARD 360 509 3149 'GAS UNDERGROUND AND WASTE & VENT September 30 2010 4 29 33 PM jlierly ME1 04 10/06/10 JLL MECHANICAL ROUGH IN TIME 09 00 10/07/10 AP October 5 2010 4 03 31 PM 1pangrle RICHARD 360 509 3149 SECOND FLOOR HEATING (MECHANICAL ROUGH INS) HE REQUESTED A MORNING INSPECTION October 7 2010 8 24 30 AM jlierly ME1 05 10/13/10 JLL MECHANICAL ROUGH IN 10/13/10 AP October 12 2010 2 35 26 PM 1pangrle RICHARD 509 3149 HEATING SECOND FLOOR WEST October 13 2010 3 45 01 PM jlierly ME5 01 10/20/10 LL MECHANICAL DUCTS Is October 20 2010 8 42 38 AM 1pangrle DAVID 360 477 0811 'DUCTWORK COMMENTS AND NOTES PREPARED 10/20/10 8 53 23 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/20/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CHANCE 206 786 8737 FRAMING September 16 2010 4 25 56 PM jlierly BLI 04 9/22/10 JLL BLDG INSULATION 9/22/10 DA September 22 2010 8 32 15 AM 1pangrle CHANCE 206 786 8737 WALL INSULATION September 22 2010 4 39 10 PM jlierly insulation was partially covered remove plywood and recall/jll BL3 12 9/23/10 JLL BLDG FRAMING 9/24/10 AP September 23 2010 8 38 13 AM jlierly September 24 2010 8 36 37 AM jlierly BLI 05 10/07/10 JLL BLDG INSULATION 10/07/10 AP October 7 2010 8 19 41 AM 1pangrle CHANCE 206 786 8737 EXTERIOR WALL INSULATION' October 7 2010 4 51 58 PM jlierly BLI 06 10/15/10 JLL BLDG INSULATION 10/18/10 AP October 15 2010 8 17 38 AM 1pangrle CHANCE 206 786 8737 EXTERIOR WALL INSULATION SECOND FLOOR October 18 2010 4 28 54 PM jlierly BL3 13 10/19/10 JLL BLDG FRAMING 10/19/10 AP October 19 2010 8 51 43 AM 1pangrle CHANCE 206 786 8737 FRAMING October 19 2010 4 09 32 PM jlierly BL3 14 10/20/10 BLDG FRAMING October 20 2010 8 46 06 AM 1pangrle CHANCE 206 786 8737 INTERIOR WALL FRAMING PERMIT ME 00 MECHANICAL, PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME1 01 8/19/10 JLL MECHANICAL ROUGH IN 8/19/10 AP August 18 2010 4 25 16 PM 1pangrle RICHARD 360 509 3149 MECHANICAL ROUGH IN (COPPER PIPING FOR RADIANT HEAT) August 19 2010 4 39 24 PM jlierly ME1 02 9/28/10 JLL MECHANICAL ROUGH IN TIME O1 00 9/28/10 AP September 28 2010 8 37 13 AM 1pangrle RICHARD 360 509 3149 GAS UNDER GROUND CONTINUED ONTO NEXT PAGE PREPARED 10/19/10 8 55 47 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/19/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CHANCE 206 786 8737 FRAMING September 16 2010 4 25 56 PM jlierly BLI 04 9/22/10 JLL BLDG INSULATION 9/22/10 DA September 22 2010 8 32 15 AM 1pangrle CHANCE 206 786 8737 WALL INSULATION September 22 2010 4 39 10 PM jlierly insulation was partially covered remove plywood and recall/jll BL3 12 9/23/10 JLL BLDG FRAMING 9/24/10 AP September 23 2010 8 38 13 AM jlierly September 24 2010 8 36 37 AM jlierly BLI 05 10/07/10 JLL BLDG INSULATION 10/07/10 AP October 7 2010 8 19 41 AM 1pangrle CHANCE 206 786 8737 EXTERIOR WALL INSULATION October 7 2010 4 51 58 PM jlierly BLI 06 10/15/10 JLL BLDG INSULATION 10/18/10 AP October 15 2010 8 17 38 AM 1pangrle CHANCE 206 786 8737 EXTERIOR WALL INSULATION SECOND FLOOR October 18 2010 4 28 54 PM jlierly BL3 13 10/ L BLDG FRAMING October 19 2010 8 51 43 AM 1pangrle CHANCE 206 786 8737 FRAMING COMMENTS AND NOTES PREPARED 10/15/10 8 18 59 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/15/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CHANCE 206 786 8737 FRAMING September 16 2010 4 25 56 PM jlierly BLI 04 9/22/10 JLL BLDG INSULATION 9/22/10 DA September 22 2010 8 32 15 AM 1pangrle CHANCE 206 786 8737 WALL INSULATION September 22 2010 4 39 10 PM jlierly insulation was partially covered remove plywood and recall/jll BL3 12 9/23/10 JLL BLDG FRAMING 9/24/10 AP September 23 2010 8 38 13 AM jlierly September 24 2010 8 36 37 AM jlierly BLI 05 10/07/10 JLL BLDG INSULATION 10/07/10 AP October 7 2010 8 19 41 AM 1pangrle CHANCE 206 786 8737 EXTERIOR WALL INSULATION' October 7 2010 4 51 58 PM jlierly BLI 06 10/15/10 L BLDG INSULATION October 15 2010 8 17 38 AM 1pangrle r CHANCE 206 786 8737 EXTERIOR WALL INSULATION SECOND FLOOR COMMENTS AND NOTES James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Wednesday October 13 2010 1013 AM To James Lierly-jcoplan@ga wa.gov- CroninP@hswc.com langbergb@hswc com Strohm eierN@hswc com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu carl@saarch com jc@saarch.com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments 20101013 10609104 pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call offic/telle Pavall Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 PREPARED 10/13/10 8 29 22 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/13/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME1 01 8/19/10 JLL MECHANICAL ROUGH IN 8/19/10 AP August 18 2010 4 25 16 PM 1pangrle RICHARD 360 509 3149 MECHANICAL ROUGH IN (COPPER PIPING FOR RADIANT HEAT) August 19 2010 4 39 24 PM jlierly MEI 02 9/28/10 JLL MECHANICAL ROUGH IN TIME O1 00 9/28/10 AP September 28 2010 8 37 13 AM 1pangrle RICHARD 360 509 3149 GAS UNDER GROUND AFTERNOON September 28 2010 4 43 45 PM jlierly ME1 03 9/30/10 JLL MECHANICAL ROUGH IN 9/30/10 AP September 30 2010 8 50 22 AM 1pangrle RICHARD 360 509 3149 GAS UNDERGROUND AND WASTE & VENT September 30 2010 4 29 33 PM jlierly ME1 04 10/06/10 JLL MECHANICAL ROUGH IN TIME 09 00 10/07/10 AP October 5 2010 4 03 31 PM 1pangrle RICHARD 360 509 3149 SECOND FLOOR HEATING (MECHANICAL ROUGH IN?) HE REQUESTED A MORNING INSPECTION October 7 2010 8 24 30 AM jlierly ME1 05 10/13f10 MECHANICAL ROUGH IN October 12 2010 2 35 26 PM 1pangrle \l RICHARD 509 3149 HEATING SECOND FLOOR WEST COMMENTS AND NOTES PREPARED 10/12/10 8 03 46 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/12/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS September 24 2010 B 36 37 AM jlierly PL3 01 9/23/10 JLL PLUMBING GAS LINE 9/24/10 AP September 23 2010 8 37 40 AM jlierly September 24 2010 8 36 37 AM jlierly PL2 07 10/06/10 JLL PLUMBING ROUGH IN TIME 09 00 10/07/10 AP October 5 2010 4 05 12 PM 1pangrle RICHARD 360 509 3149 SECOND FLOOR PLUMBING (PLUMBING ROUGH IN?) HE REQUESTED A MORNING INSPECTION October 7 2010 8 24 30 AM jlierly PL2 08 10/12/10 JLL PLUMBING ROUGH IN October 11 2010 4 02 07 PM 1pangrle RICHARD 509 3149 RAIN LEADERS 3RD FLOOR COMMENTS AND NOTES 3� PREPARED 10/07/10 8 20 57 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/07/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CHANCE 206 786 8737 FRAMING September 16 2010 4 25 56 PM jlierly BLI 04 9/22/10 JLL BLDG INSULATION 9/22/10 DA September 22 2010 8 32 15 AM 1pangrle CHANCE 206 786 8737 WALL INSULATION September 22 2010 4 39 10 PM jlierly insulation was partially covered remove plywood and recall/jll BL3 12 9/23/10 JLL BLDG FRAMING 9/24/10 AP September 23 2010 8 38 13 AM jlierly September 24 2010 8 36 37 AM jlierly BLI OS 10/ L BLDG INSULATION October 7 2010 8 19 41 AM 1pangrle CHANCE 206 786 8737 EXTERIOR WALL INSULATION COMMENTS AND NOTES PREPARED 10/06/10 8 20 17 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/06/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME1 01 8/19/10 JLL MECHANICAL ROUGH IN 8/19/10 AP August 18 2010 4 25 16 PM 1pangrle RICHARD 360 509 3149 MECHANICAL ROUGH IN (COPPER PIPING FOR RADIANT HEAT) August 19 2010 4 39 24 PM jlierly ME1 02 9/28/10 JLL MECHANICAL ROUGH IN TIME O1 00 9/28/10 AP September 28 2010 8 37 13 AM 1pangrle RICHARD 360 509 3149 GAS UNDER GROUND AFTERNOON September 28 2010 4 43 45 PM jlierly ME1 03 9/30/10 JLL MECHANICAL ROUGH IN 9/30/10 AP September 30 2010 8 50 22 AM 1pangrle RICHARD 360 509 3149 'GAS UNDERGROUND AND WASTE & VENT September 30 2010 4 29 33 PM jlierly ME1 04 10/06/10 MECHANICAL ROUGH IN TIME 09 00 October 5 2010 4 03 31 PM 1pangrle RICHARD 360 509 3149 SECOND FLOOR HEATING (MECHANICAL ROUGH IN?) HE REQUESTED A MORNING INSPECTION PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PBF O1 11/25/09 RB PLUMBING BACK FLOW DEVICE 11/25/09 AP August 24 2010 3 56 56 PM 1pangrle PREMISE BACKFLOW DEVICE (LANDSCAPE DEVICE) August 24 2010 3 59 00 PM 1pangrle FINAL TEST PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 15 2010 10 04 41 AM jlierly PL1 02 4/15/10 JLL PLUMBING UNDER SLAB TIME 01 00 4/20/10 AP April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 20 2010 8 44 58 AM jlierly PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 4/20/10 AP April 20 2010 8 37 57 AM 1pangrle CONTINUED ONTO NEXT PAGE PREPARED 10/06/10 8 20 17 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/06/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 02 8/25/10 JLL PLUMBING ROUGH IN 8/25/10 AP August 24 2010 3 07 09 PM 1pangrle RICHARD 360 509 3149 'ROUGH IN PLUMBING WASTE VENTS HYDRONICS & RAIN LEADERS August 25 2010 4 43 49 PM jlierly PL2 03 9/08/10 JLL PLUMBING ROUGH IN 9/08/10 AP September 7 2010 2 39 34 PM 1pangrle RICHARD 360 509 3149 'WASTE & VENTS FOR THE FIRST FLOOR AND RAIN LEADERS IN THE WEST BUILDING September 8 2010 4 35 00 PM jlierly PL2 04 9/14/10 JLL PLUMBING ROUGH IN 9/14/10 AP September 13 2010 8 13 52 AM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING (FIRST FLOOR NORTH & WEST WASTE & VENTS WATER AND RAIN LEADERS) September 14 2010 4 29 29 PM jlierly PL2 OS 9/17/10 JLL PLUMBING ROUGH IN 9/17/10 AP September 17 2010 8 02 16 AM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING 'WATER AND COMPRESSED AIR 1ST FLOOR WEST September 17 2010 4 42 10 PM jlierly Domestic/ compressed air/and heat recirc lines ok/ 1st flr west wing/jll PL2 06 9/23/10 JLL PLUMBING ROUGH IN 9/24/10 AP September 23 2010 8 37 11 AM jlierly September 24 2010 8 36 37 AM jlierly PL3 01 9/23/10 JLL PLUMBING GAS LINE 9/24/10 AP September 23 2010 8 37 40 AM jlierly September 24 2010 8 36 37 AM jlierly PL2 07 10/06/10L PLUMBING ROUGH IN TIME 09 00 October 5 2010 4 05 12 PM 1pangrle RICHARD 360 509 3149 SECOND FLOOR PLUMBING (PLUMBING ROUGH IN?) HE REQUESTED A MORNING INSPECTION COMMENTS AND NOTES v PREPARED 9/30/10 8 54 42 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/30/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME1 01 8/19/10 JLL MECHANICAL ROUGH IN 8/19/10 AP August 18 2010 4 25 16 PM 1pangrle RICHARD 360 509 3149 MECHANICAL ROUGH IN (COPPER PIPING FOR RADIANT HEAT) August 19 2010 4 39 24 PM jlierly ME1 02 9/28/10 JLL MECHANICAL ROUGH IN TIME O1 00 9/28/10 AP September 28 2010 8 37 13 AM 1pangrle RICHARD 360 509 3149 GAS UNDER GROUND AFTERNOON September 28 2010 4 43 45 PM jlierly ME1 03 9/30/10 JLL MECHANICAL ROUGH IN September 30 2010 8 50 22 AM 1pangrle RICHARD 360 509 3149 GAS UNDERGROUND AND WASTE & VENT' COMMENTS AND NOTES 0 PREPARED 9/28/10 8 40 02 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/28/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT ME 00 MECHANICAL PERMIT __- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME1 01 8/19/10 JLL MECHANICAL ROUGH IN 8/19/10 AP August 18 2010 4 25 16 PM 1pangrle — RICHARD 360 509 3149 MECHANICAL ROUGH IN (COPPER PIPING FOR RADIANT HEAT) August 19 2010 4 39 24 PM jlierly ME1 02 9/28/10 LL MECHANICAL ROUGH IN TIME O1 00 September 28 2010 8 37 13 AM 1pangrle RICHARD 360 509 3149 GAS UNDER GROUND AFTERNOON COMMENTS AND NOTES PREPARED 9/23/10 8 40 19 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/23/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CHANCE 206 786 8737 FRAMING September 16 2010 4 25 56 PM jlierly ELI 04 9/22/10 JLL BLDG INSULATION 9/22/10 DA September 22 2010 .8 32 15 AM 1pangrle CHANCE 206 786 8737 WALL INSULATION September 22 2010 4 39 10 PM jlierly insulation was partially covered remove plywood and recall/jll BL3 12 9/23/10 Jt BLDG FRAMING September 23 2010 8 38 13 AM jlierly PERMIT PL 00 PLUMBING1MIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PEP O1 11/25/09 RB PLUMBING BACK FLOW DEVICE 11/25/09 AP August 24 2010 3 56 56 PM 1pangrle PREMISE BACKFLOW DEVICE (LANDSCAPE DEVICE) August 24 2010 3 59 00 PM 1pangrle FINAL TEST PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 15 2010 10 04 41 AM jlierly PL1 02 4/15/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/20/10 AP April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 20 2010 8 44 58 AM jlierly PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 4/20/10 AP April 20 2010 8 37 57 AM 1pangrle RANDY 360 265 7664 'UNDERGROUND PLUMBING MORNING April 20 2010 4 48 40 PM jlierly PL1 04 4/22/10 PB PLUMBING UNDER SLAB 4/22/10 AP April 21 2010 4 30 34 PM pbarthol randy 206 265 7664 April 22 2010 5 00 53 PM pbarthol PL1 05 4/26/10 PB PLUMBING UNDER SLAB 4/26/10 AP April 26 2010 8 40 42 AM pbarthol CONTINUED ONTO NEXT PAGE PREPARED 9/23/10 8 40 19 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/23/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS September 8 2010 4 35 00 PM jlierly PL2 04 9/14/10 JLL PLUMBING ROUGH IN 9/14/10 AP September 13 2010 8 13 52 AM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING (FIRST FLOOR NORTH & WEST WASTE & VENTS WATER AND RAIN LEADERS) September 14 2010 4 29 29 PM jlierly PL2 05 9/17/10 JLL PLUMBING ROUGH IN 9/17/10 AP September 17 2010 8 02 16 AM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING WATER AND COMPRESSED AIR 1ST FLOOR WEST September 17 2010 4 42 10 PM jlierly Domestic/ compressed air/and heat recirc lines ok/ 1st flr west wing/jll PL2 06 9/23/10 LL PLUMBING ROUGH IN I( September 23 2010 8 37 11 AM jlierly PL3 01 9/23/10 JLL PLUMBING GAS LINE tl September 23 2010 8 37 40 AM jlierly COMMENTS AND NOTES PREPARED 9/22/10 8 39 46 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/22/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CHANCE 206 786 8737 FRAMING September 16 2010 4 25 56 PM jlierly BLI 04 9/22/10 JLL BLDG INSULATION September 22 2010 8 32 15 AM 1pangrle VVCHANCE 206 786 8737 WALL INSULATION COMMENTS ANA NOTE!' PREPARED 9/17/10 8 14 19 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/17/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS RICHARD 360 509 3149 UNDERGROUND PLUMBING WEST BUILDING 44 May 17 2010 8 10 34 AM jlierly PL1 09 5/19/10 JLL PLUMBING UNDER SLAB TIME 09 00 5/19/10 AP May 19 2010 8 45 32 AM 1pangrle RANDY 360 265 7664 UNDERGROUND PLUMBING MORNING May 19 2010 4 41 39 PM jlierly PL1 10 6/17/10 JLL PLUMBING UNDER SLAB TIME 09 00 6/18/10 AP June 17 2010 8 37 33 AM 1pangrle RICHARD 360 509 3149 PLUMBING (UNDERSLAB ) MORNING June 18 2010 8 29 12 AM pbarthol PL2 01 8/19/10 JLL PLUMBING ROUGH IN 8/19/10 AP August 18 2010 4 24 13 PM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING (FIRST FLOOR NORTH) August 19 2010 4 39 24 PM jlierly PL2 02 8/25/10 JLL PLUMBING ROUGH IN 8/25/10 AP August 24 2010 3 07 09 PM 1pangrle RICHARD 360 509 3149 'ROUGH IN PLUMBING WASTE VENTS HYDRONICS & RAIN LEADERS August 25 2010 4 43 49 PM jlierly PL2 03 9/08/10 JLL PLUMBING ROUGH IN 9/08/10 AP September 7 2010 2 39 34 PM 1pangrle RICHARD 360 509 3149 'WASTE & VENTS FOR THE FIRST FLOOR AND RAIN LEADERS IN THE WEST BUILDING September 8 2010 4 35 00 PM jlierly PL2 04 9/14/10 JLL PLUMBING ROUGH IN 9/14/10 AP September 13 2010 8 13 52 AM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING (FIRST FLOOR NORTH & WEST WASTE & VENTS WATER AND RAIN LEADERS) September 14 2010 4 29 29 PM jlierly PL2 05 9/17/10 PLUMBING ROUGH IN September 17 2010 8 02 16 AM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING 'WATER AND COMPRESSED AIR 1ST FLOOR WEST' f - COMMENTS AND NOTES � � 6 PREPARED 9/16/10 8 09 31 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/16/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 8/12/10 AP August 12 2010 8 39 54 AM 1pangrle CHANCE 206 786 8737 'EXTERIOR FRAMING & EXTERIOR SHEETHING August 12 2010 4 36 48 PM jlierly BLI 02 8/23/10 JLL BLDG INSULATION 8/24/10 CA August 20 2010 3 08 58 PM 1pangrle BOB 206 360 5842 PERIMETER WALLS INSULATION' August 24 2010 8 47 04 AM jlierly Builder was not sure who called in but was not needing any inspections/jll BL3 07 8/23/10 JLL BLDG FRAMING 8/24/10 CA August 20 2010 3 07 26 PM 1pangrle BOB 206 360 5842 'WALL TO COVER AT 1ST FLOOR August 24 2010 8 47 04 AM jlierly Builder was not sure who called in but was not needing any inspections/jll BL3 08 8/25/10 JLL BLDG FRAMING 8/25/10 AP August 25 2010 8 15 14 AM 1pangrle CHANCE 206 786 8737 INTERIOR WALL FRAMING August 25 2010 4 43 49 PM jlierly BL3 09 8/26/10 JLL BLDG FRAMING 8/26/10 AP August 26 2010 8 24 26 AM 1pangrle CHANCE 206 786 8737 INTERIOR WALL FRAMING August 26 2010 4 48 44 PM jlierly BLI 03 8/30/10 JLL BLDG INSULATION 8/31/10 AP August 30 2010 9 02 36 AM 1pangrle CHANCE 206 786 8737 'THERMAL INSULATION August 31 2010 4 11 29 PM jlierly BEXS O1 9/07/10 JLL BLDG EXTERIOR SHEETING 9/07/10 AP September 7 2010 8 52 24 AM 1pangrle CHANCE 206 786 8737 EXTERIOR SHEETHING September 7 2010 4 34 52 PM jlierly BL3 10 9/07/10 JLL BLDG FRAMING 9/07/10 CA September 7 2010 8 51 50 AM 1pangrle CHANCE 206 786 8737 FRAMING September 7 2010 4 35 00 PM jl.erly cancel per builder BL3 11 9/16/10 JLVj BLDG FRAMING September 16 2010 8 08 09 AM 1pangrle CONTINUED ONTO NEXT PAGE jj r^ James Lierly From Michelle Duvall [MichelleDuvall@Krazan cam] Sent: Tuesday September 14 2010 3.30 PM To James Lierly jcoplan@ga.wa gov CroninP@hswc.com langbergb@hswc cam StrohmeierN@hswc cam rebekah weston@kpff cam Isadhwani@mka.com sthomas@mka cam dwegener@pencol edu cart@saarch cam jc@saarch cam peter@saarch cam DPO@shanwil cam TMG@shanwil cam wjp@shanwil.com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments. 20100914 10609104 pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you!! off LehelleCDuvall Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 PREPARED 9/14/10 8 03 02 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/14/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS RICHARD 360 509 3149 UNDERGROUND PLUMBING WEST BUILDING #4 May 17 2010 8 10 34 AM jlierly PL1 09 5/19/10 JLL PLUMBING UNDER SLAB TIME 09 00 5/19/10 AP May 19 2010 8 45 32 AM 1pangrle RANDY 360 265 7664 UNDERGROUND PLUMBING MORNING May 19 2010 4 41 39 PM jlierly PL1 10 6/17/10 JLL PLUMBING UNDER SLAB TIME 09 00 6/18/10 AP June 17 2010 8 37 33 AM 1pangrle RICHARD 360 509 3149 PLUMBING (UNDERSLAB ) MORNING June 18 2010 8 29 12 AM pbarthol PL2 01 8/19/10 JLL PLUMBING ROUGH IN 8/19/10 AP August 18 2010 4 24 13 PM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING (FIRST FLOOR NORTH) August 19 2010 4 39 24 PM jlierly PL2 02 8/25/10 JLL PLUMBING ROUGH IN 8/25/10 AP August 24 2010 3 07 09 PM 1pangrle RICHARD 360 509 3149 'ROUGH IN PLUMBING WASTE VENTS HYDRONICS & RAIN LEADERS August 25 2010 4 43 49 PM jlierly PL2 03 9/08/10 JLL PLUMBING ROUGH IN 9/08/10 AP September 7 2010 2 39 34 PM 1pangrle RICHARD 360 509 3149 'WASTE & VENTS FOR THE FIRST FLOOR AND RAIN LEADERS IN THE WEST BUILDING September 8 2010 4 35 00 PM jlierly PL2 04 9/14/10 JL PLUMBING ROUGH IN September 13 2010 8 13 52 AM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING (FIRST FLOOR NORTH & WEST WASTE & VENTS WATER AND RAIN LEADERS) COMMENTS AND NOTES Z- PREPARED 9/08/10 8 23 40 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/08/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS RICHARD 360 509 3149 UNDERGROUND PLUMBING WEST BUILDING #4 May 17 2010 8 10 34 AM jlierly PL1 09 5/19/10 JLL PLUMBING UNDER SLAB TIME 09 00 5/19/10 AP May 19 2010 8 45 32 AM 1pangrle RANDY 360 265 7664 UNDERGROUND PLUMBING MORNING May 19 2010 4 41 39 PM jlierly PL1 10 6/17/10 JLL PLUMBING UNDER SLAB TIME 09 00 6/18/10 AP June 17 2010 8 37 33 AM 1pangrle RICHARD 360 509 3149 PLUMBING (UNDERSLAB ) MORNING June 18 2010 8 29 12 AM pbarthol PL2 01 8/19/10 JLL PLUMBING ROUGH IN 8/19/10 AP August 18 2010 4 24 13 PM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING (FIRST FLOOR NORTH) August 19 2010 4 39 24 PM jlierly PL2 02 8/25/10 JLL PLUMBING ROUGH IN 8/25/10 AP August 24 2010 3 07 09 PM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING WASTE VENTS HYDRONICS & RAIN LEADERS August 25 2010 4 43 49 PM jlierly PL2 03 9/08/10PLUMBING ROUGH IN � September 7 2010 2 39 34 PM 1pangrle RICHARD 360 509 3149 'WASTE & VENTS FOR THE FIRST FLOOR AND RAIN LEADERS IN THE WEST BUILDING COMMENTS AND NOTES PREPARED 9/07/10 8 53 20 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/07/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE 1360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 8/12/10 AP August 12 2010 8 39 54 AM 1pangrle CHANCE 206 786 8737 EXTERIOR FRAMING & EXTERIOR SHEETHING August 12 2010 4 36 48 PM jlierly BLI 02 8/23/10 JLL BLDG INSULATION 8/24/10 CA August 20 2010 3 08 58 PM 1pangrle BOB 206 360 5842 PERIMETER WALLS INSULATION August 24 2010 8 47 04 AM jlierly Builder was not sure who called in but was not needing any inspections/jll BL3 07 8/23/10 JLL BLDG FRAMING 8/24/10 CA August 20 2010 3 07 26 PM 1pangrle BOB 206 360 5842 'WALL TO COVER AT 1ST FLOOR August 24 2010 8 47 04 AM jlierly Builder was not sure who called in but was not needing any inspections/jll BL3 08 8/25/10 JLL BLDG FRAMING 8/25/10 AP August 25 2010 8 15 14 AM 1pangrle CHANCE 206 786 8737 INTERIOR WALL FRAMING August 25 2010 4 43 49 PM jlierly BL3 09 8/26/10 JLL BLDG FRAMING 8/26/10 AP August 26 2010 8 24 26 AM 1pangrle CHANCE 206 786 8737 INTERIOR WALL FRAMING August 26 2010 4 48 44 PM jlierly BLI 03 8/30/10 JLL BLDG INSULATION 8/31/10 AP August 30 2010 9 02 36 AM 1pangrle CHANCE 206 786 8737 'THERMAL INSULATION August 31 2010 4 11 29 PM jlierly BEXS O1 9/� L BLDG EXTERIOR SHEETING September 7 2010 8 52 24 AM 1pangrle CHANCE 206 786 8737 EXTERIOR SHEETHING BL3 10 9/07/10 JLL BLDG FRAMING September 7 2010 8 51 50 AM 1pangrle CHANCE 206 786 8737 FRAMING COMMENTS AND NOTES James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Friday September 03 2010 9.26 AM To James Lierly jcoplan@ga.wa.gov CroninP@hswc com langbergb@hswc com Stroh meierN @ hswc com rebekah weston@kpff com Isadhwani@mka com sthomas@mka.com dwegener@pencol edu carl@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments. 20100903 10609104.pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you!! C#Ichells Duvall Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax O 1 PREPARED 8/30/10 9 06 51 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/30/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09-00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 8/12/10 AP August 12 2010 8 39 54 AM 1pangrle CHANCE 206 786 8737 EXTERIOR FRAMING & EXTERIOR SHEETHING August 12 2010 4 36 48 PM jlierly BLI 02 8/23/10 JLL BLDG INSULATION 8/24/10 CA August 20 2010 3 08 58 PM 1pangrle BOB 206 360 5842 PERIMETER WALLS INSULATION' August 24 2010 8 47 04 AM jlierly Builder was not sure who called in but was not needing any inspections/jll BL3 07 8/23/10 JLL BLDG FRAMING 8/24/10 CA August 20 2010 3 07 26 PM 1pangrle BOB 206 360 5842 'WALL TO COVER AT 1ST FLOOR August 24 2010 8 47 04 AM jlierly Builder was not sure who called in but was not needing any inspections/jll BL3 08 8/25/10 JLL BLDG FRAMING 8/25/10 AP August 25 2010 8 15 14 AM 1pangrle CHANCE 206 786 8737 INTERIOR WALL FRAMING August 25 2010 4 43 49 PM jlierly BL3 09 8/26/10 JLL BLDG FRAMING 8/26/10 AP August 26 2010 8 24 26 AM 1pangrle CHANCE 206 786 8737 INTERIOR WALL FRAMING August 26 2010 4 48 44 PM jlierly BLI 03 8/30/10JLL BLDG INSULATION V August 30 2010 9 02 36 AM 1pangrle CHANCE 206 786 8737 'THERMAL INSULATION' COMMENTS AND NOTES James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Thursday August 26 2010 1013 AM To James Lierly-jcoplan@ga.wa.gov- CroninP@hswc com langbergb@hswc com StrohmeierN@hswc.com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments. 20100826 10609104 pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you!! ONLeAeUe.DuvaU Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Thursday August 26 2010 7 53 AM To James Lierly jcoplan@ga.wa gov- CroninP@hswc com langbergb@hswc com Strohm eierN@hswc com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu; cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Reports Attachments. 20100825 10609104.pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to C611 Thank youth dyichelle DuvcL l Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 PREPARED 8/25/10 8 25 43 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/25/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 8/12/10 AP August 12 2010 8 39 54 AM 1pangrle CHANCE 206 786 8737 EXTERIOR FRAMING & EXTERIOR SHEETHING August 12 2010 4 36 48 PM jlierly BLI 02 8/23/10 JLL BLDG INSULATION 8/24/10 CA August 20 2010 3 08 58 PM 1pangrle BOB 206 360 5842 PERIMETER WALLS INSULATION August 24 2010 8 47 04 AM jlierly Builder was not sure who called in but was not needing any inspections/jll BL3 07 8/23/10 JLL BLDG FRAMING 8/24/10 CA August 20 2010 3 07 26 PM 1pangrle BOB 206 360 5842 'WALL TO COVER AT 1ST FLOOR August 24 2010 8 47 04 AM jlierly Builder was not cure who called in but was not needing any inspections/jll BL3 08 8/25/10 BLDG FRAMING August 25 2010 8 15 14 AM 1pangrle CHANCE 206 786 8737 INTERIOR WALL FRAMING PERMIT PL 00 PLUMBING ERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PBF O1 11/25/09 RB PLUMBING BACK FLOW DEVICE 11/25/09 AP August 24 2010 3 56 56 PM 1pangrle PREMISE BACKFLOW DEVICE (LANDSCAPE DEVICE) August 24 2010 3 59 00 PM 1pangrle FINAL TEST PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 15 2010 10 04 41 AM jlierly PL1 02 4/15/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/20/10 AP April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 'UNDERSLAB PLUMBING AFTERNOON April 20 2010 8 44 58 AM jlierly PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 4/20/10 AP April 20 2010 8 37 57 AM 1pangrle CONTINUED ONTO NEXT PAGE PREPARED 8/25/10 8 25 43 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/25/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 02 8/25/10 PLUMBING ROUGH IN August 24 2010 3 07 09 PM 1pangrle G RICHARD 360 509 3149 'ROUGH IN PLUMBING WASTE VENTS HYDRONICS & RAIN LEADERS COMMENTS AND NOTES PREPARED 8/23/10 8 10 58 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/23/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 8/12/10 AP August 12 2010 8 39 54 AM 1pangrle CHANCE 206 786 8737 EXTERIOR FRAMING & EXTERIOR SHEETHING ,,,ttt��� August 12 2010 4 36 48 PM jlierly BLI 02 8/23/10 /ryLL BLDG INSULATION 4G August 20 2010 3 OS 58 PM 1pangrle BOB 206 360 5842 AA PERIMETER WALLS INSULATION BL3 07 8/23/10 v/ ' BLDG FRAMING 6�.� IT August 20 2010 3 07 26 PM 1pangrle BOB 206 360 5842 'WALL TO COVER AT 1ST FLOOR COMMENTS AND NOTES q:b 1 4 6 0 a / y, 9 PREPARED 8/19/10 8 20 13 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/19/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME1 01 8/19/10L MECHANICAL ROUGH IN August 18 2010 4 25 16 PM 1pangrle RICHARD 360 509 3149 MECHANICAL ROUGH IN (COPPER PIPING FOR RADIANT HEAT) -- ---- ---- - -- -- - PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME 01 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING r AFTERNOON \� ' 1 � &L April 15 2010 10 04 41 AM jlierly W PL1 02 4/1S/10 JLL PLUMBING UNDER SLAB TIME 01 00 � 4/20/10 AP April 14 2010 5 44 59 PM 1pangrle I RANDY 6 265 7664 UNDERSLABPLUMBING '�[ AFTERNOON Y✓V / �'t April 20 2010 8 44 58 AM jlierly PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 4/20/10 AP April 20 2010 8 37 57 AM 1pangrle RANDY 360 265 7664 'UNDERGROUND PLUMBING MORNING April 20 2010 4 48 40 PM jlierly PL1 04 4/22/10 PB PLUMBING UNDER SLAB 4/22/10 AP April 21 2010 4 30 34 PM pbarthol randy 206 265 7664 April 22 2010 5 00 53 PM pbarthol PL1 05 4/26/10 PB PLUMBING UNDER SLAB 4/26/10 AP April 26 2010 8 40 42 AM pbarthol Randy 360 265 7664 April 26 2010 5 05 47 PM pbarthol PL1 06 5/12/10 JLL PLUMBING UNDER SLAB TIME 09 00 5/12/10 AP May 12 2010 8 24 12 AM 1pangrle RICHARD ? 509 3149 UNDERGROUND PLUMBING HE REQUESTED A MORNING INSPECTION May 12 2010 4 10 59 PM jlierly PL1 07 5/13/10 JLL PLUMBING UNDER SLAB TIME 03 00 5/14/10 CA May 13 2010 8 23 16 AM 1pangrle RICHARD 360 509 3149 UNDERGROUND PLUMBING WEST BUILDING #4 CONTINUED ONTO NEXT PAGE PREPARED 8/19/10 8 20 13 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE B/19/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS May 14 2010 8 06 59 AM 1pangrle subcontractor cancelled PL1 08 5/14/10 JLL PLUMBING UNDER SLAB 5/17/10 AP May 14 2010 8 OS 38 AM 1pangrle RICHARD 360 509 3149 UNDERGROUND PLUMBING WEST BUILDING #4 May 17 2010 8 10 34 AM jlierly PL1 09 5/19/10 JLL PLUMBING UNDER SLAB TIME 09 00 5/19/10 AP May 19 2010 8 45 32 AM 1pangrle RANDY 360 265 7664 UNDERGROUND PLUMBING MORNING May 19 2010 4 41 39 PM jlierly PL1 10 6/17/10 JLL PLUMBING UNDER SLAB TIME 09 00 6/18/10 AP June 17 2010 8 37 33 AM 1pangrle RICHARD 360 509 3149 PLUMBING (UNDERSLAB ) MORNING June 18 2010 8 29 12 AM pbarthol PL2 01 8/19/10 PLUMBING ROUGH IN August 16 2010 4 24 13 PM 1pangrle RICHARD 360 509 3149 ROUGH IN PLUMBING (FIRST FLOOR NORTH) COMMENTS AND NOTES I s+- v a,, 4oti PREPARED 8/12/10 8 41 36 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/12/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS vl August 12 2010 8 39 54 AM 1pangrle CHANCE 206 786 8737 EXTERIOR FRAMING & EXTERIOR SHEETHING COMMENTS AND NOTES PREPARED 8/06/10 8 30 32 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/06/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS April 21 2010 5 08 43 PM jlierly DSD O1 6/04/10 PB BLDG DOWN SPOUT DRAINS 6/07/10 AP June 3 2010 1 17 34 PM 1pangrle MIKE 461 9922 CONNECTIONS FOR RAIN LEADERS (DOWNSPOUT CONNECTIONS) HE REQUESTED AN INSPECTION AS EARLY AS POSSIBLE IF IT NEEDS TO BE IN THE AFTERNOON IT IS OK June 7 2010 8 28 52 AM pbarthol 1 3 rain leader connections (south side to swale) BLFD 04 6/07/10 JLL BLDG FOUNDATION DRAINAGE TIME O1 00 6/07/10 AP June 4 2010 2 10 20 PM 1pangrle MIKE 461 9922 FOOTING DRAIN FOR THE WATER FEATURE AFTERNOON June 7 2010 4 41 18 PM jlierly BL3 01 7/02/10 JLL BLDG FRAMING 7/02/10 AP July 1 2010 2 37 45 PM 1pangrle CHANCE 206 786 8737 ROUGH IN FRAMING July 2 2010 4 07 21 PM jlierly BL3 02 7/14/10 JLL BLDG FRAMING TIME O1 00 7/14/10 AP July 13 2010 8 45 22 AM 1pangrle JAMES 206 786 8737 EXTERIOR SHEATHING AFTERNOON July 14 2010 3 08 09 PM jlierly North and West wall Densglass specification revealed an 8 screw pattern field and edge inspection was partial frame and sheathing only JLL BL3 03 7/26/10 JLL BLDG FRAMING TIME O1 00 7/27/10 AP July 26 2010 8 20 44 AM 1pangrle CHANCE 206 786 8737 EXTERIOR FRAMING & EXTERIOR SHEATHING July 27 2010 4 16 04 PM jlierly BL3 04 8/03/10 JLL BLDG FRAMING 8/03/10 AP August 3 2010 8 13 02 AM 1pangrle CHANCE 206 786 8737 EXTERIOR FRAMING August 3 2010 4 15 36 PM jlierly BL3 05 8/06/10 BLDG FRAMING August 5 2010 4 43 11 PM 1pangrle LONNIE 206 321 5768 BRICK CLIP CONNECTIONS COMMENTS AND NOTES - 1� PREPARED 8/03/10 8 17 06 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/03/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS April 21 2010 5 08 43 PM jlierly DSD O1 6/04/10 PB BLDG DOWN SPOUT DRAINS 6/07/10 AP June 3 2010 1 17 34 PM 1pangrle MIKE 461 9922 CONNECTIONS FOR RAIN LEADERS (DOWNSPOUT CONNECTIONS) HE REQUESTED AN INSPECTION AS EARLY AS POSSIBLE IF IT NEEDS TO BE IN THE AFTERNOON IT IS OK June 7 2010 8 28 52 AM pbarthol 1 3 rain leader connections (south side to swale) BLFD 04 6/07/10 JLL BLDG FOUNDATION DRAINAGE TIME O1 00 6/07/10 AP June 4 2010 2 10 20 PM 1pangrle MIKE 461 9922 FOOTING DRAIN FOR THE WATER FEATURE AFTERNOON June 7 2010 4 41 18 PM jlierly BL3 01 7/02/10 JLL BLDG FRAMING 7/02/10 AP July 1 2010 2 37 45 PM 1pangrle CHANCE 206 786 8737 ROUGH IN FRAMING July 2 2010 4 07 21 PM jlierly BL3 02 7/14/10 JLL BLDG FRAMING TIME O1 00 7/14/ 0 AP July 13 2010 8 45 22 AM 1pangrle JAMES 206 786 8737 EXTERIOR SHEATHING AFTERNOON July 14 2010 3 08 09 PM jlierly North and west wall Densglass specification revealed an 8 screw pattern field and edge inspection was partial frame and sheathing only JLL BL3 03 7/26/10 JLL BLDG FRAMING TIME O1 00 7/27/10 AP July 26 2010 8 20 44 AM 1pangrle CHANCE 206 786 8737 EXTERIOR FRAMING & EXTERIOR SHEATHING July 27 2010 4 16 04 PM jlierly BL3 04 8/03/10 LL BLDG FRAMING August 3 2010 8 13 02 AM 1pangrle CHANCE 206 786 8737 EXTERIOR FRAMING COMMENTS AND NOTES PREPARED 7/26/10 8 21 56 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/26/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS April 21 2010 5 08 43 PM jlierly DSD O1 6/04/10 PB BLDG DOWN SPOUT DRAINS 6/07/10 AP June 3 2010 1 17 34 PM 1pangrle MIKE 461 9922 CONNECTIONS FOR RAIN LEADERS (DOWNSPOUT CONNECTIONS) HE REQUESTED AN INSPECTION AS EARLY AS POSSIBLE IF IT NEEDS TO BE IN THE AFTERNOON IT IS OK June 7 2010 8 28 52 AM pbarthol 1 3 rain leader connections (south side to swale) BLFD 04 6/07/10 JLL BLDG FOUNDATION DRAINAGE TIME O1 00 6/07/10 AP June 4 2010 2 10 20 PM 1pangrle MIKE 461 9922 FOOTING DRAIN FOR THE WATER FEATURE AFTERNOON June 7 2010 4 41 18 PM jlierly BL3 01 7/02/10 JLL BLDG FRAMING 7/02/10 AP July 1 2010 2 37 45 PM 1pangrle CHANCE 206 786 8737 ROUGH IN FRAMING July 2 2010 4 07 21 PM jlierly BL3 02 7/14/10 JLL BLDG FRAMING TIME O1 00 7/14/10 AP July 13 2010 8 45 22 AM 1pangrle JAMES 206 786 8737 EXTERIOR SHEATHING AFTERNOON July 14 2010 3 08 09 PM jlierly North and West wall Densglass specification revealed an 8 screw pattern field and edge inspection was partial frame and sheathing only JLL BL3 03 7/26/10 L BLDG FRAMING TIME O1 00 July 26 2010 8 20 44 AM 1pangrle CHANCE 206 786 8737 EXTERIOR FRAMING & EXTERIOR SHEATHING COMMENTS AND NOTES f 3 1ft��, 24 James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Thursday July 22, 2010 2 14 PM To James Lierly-jcoplan@ga.wa gov- CroninP@hswc com langbergb@hswc.com StrohmeierN@hswc com rebekah weston@kpff com Isadhwani@mka com sthomas@mka.com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments. 20100722 10609104.Fpdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you!! C'licicelle Duvall Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax L 1 James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Wednesday July 21 2010 2 15 PM To James Lierly-jcoplan@ga.wa.gov- CroninP@hswc.com langbergb@hswc.com Stroh meierN @hswc com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Cc Bowers, Jeff Subject: 106-09104 Metal Fabrication Summary of the Audit Report Attachments. 10609104 summ of the audit.pdf Please find attached the June 25 2010 Metal Fabrication Co Inc Summary of the Audit for the Peninsula College Maier Hall Structure project. Thank you! d/'ltcic & Duvall Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Wednesday July 21 2010 7:26 AM To James Lierly jcoplan@ga.wa gov• CroninP@hswc com langbergb@hswc com StrohmeierN@hswc com rebekah weston@kpff com Isadhwani@mka com sthomas@mka com dwegener@pencol edu, cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Part B Attachments 20100720 10609104b.pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you!! c/f ic"de COJ)UVCL& Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 PREPARED 7/14/10 10 11 15 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/14/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS April 21 2010 5 08 43 PM jlierly DSD 01 6/04/10 PB BLDG DOWN SPOUT DRAINS 6/07/10 AP June 3 2010 1 17 34 PM 1pangrle MIKE 461 9922 CONNECTIONS FOR RAIN LEADERS (DOWNSPOUT CONNECTIONS) HE REQUESTED AN INSPECTION AS EARLY AS POSSIBLE IF IT NEEDS TO BE IN THE AFTERNOON IT IS OK June 7 2010 8 28 52 AM pbarthol 1 3 rain leader connections (south side to swale) BLFD 04 6/07/10 JLL BLDG FOUNDATION DRAINAGE TIME 01 00 6/07/10 AP June 4 2010 2 10 20 PM 1pangrle MIKE 461 9922 FOOTING DRAIN FOR THE WATER FEATURE AFTERNOON June 7 2010 4 41 18 PM jlierly BL3 01 7/02/10 JLL BLDG FRAMING 7/02/10 AP July 1 2010 2 37 45 PM 1pangrle CHANCE 206 786 8737 ROUGH IN FRAMING July 2 2010 4 07 21 PM jlierly BL3 02 7/14/10 L BLDG FRAMING TIME 01 00 July 13 2010 8 45 22 AM 1pangrle JAMES 206 786 8737 EXTERIOR SHEATHING AFTERNOON COMMENTS AND NO S 3110 c James Lierly From Jean-Claude Letourneau pc@saarch com] Sent: Tuesday July 13 2010 1043 AM To James Lierly Cc Cronin Paul Dominguez, Carl Subject: Maier Hall Shop Drawings Jim, I will catch the earlier ferry on Thursday so I can be at your office by 8 15 Please confirm this will work for you I plan to bring with me the following shop drawings. • Exterior Cladding • Interior Metal Stud Systems • Metal Stairs and Landings • Brick Masonry • Curtain Wall Systems Thanks, JC Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects, p.c. 506 2nd Avenue,Suite 700 Seattle,WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch.com Please,think about the environment before printing this email. 1 James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Friday July 09 2010 2.30 PM To James Lierly jcoplan@ga.wa.gov- CroninP@hswc com langbergb@hswc com Stroh meierN@hswc com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports part b Attachments. 20100709 10609104b.pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you!! d'21c%elle Duvall Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Friday July 09 2010 2:28 PM To James Lierly-jcoplan@ga.wa gov- CroninP@hswc com langbergb@hswc.com StrohmeierN@hswc.com rebekah weston@kpff.com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu carl@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments. 20100709 10609104a pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you!! dficleellecoDuvall Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 PREPARED 7/02/10 8 47 51 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/02/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NSR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS April 21 2010 5 08 43 PM jlierly DSD O1 6/04/10 PB BLDG DOWN SPOUT DRAINS 6/07/10 AP June 3 2010 1 17 34 PM 1pangrle MIKE 461 9922 CONNECTIONS FOR RAIN LEADERS (DOWNSPOUT CONNECTIONS) HE REQUESTED AN INSPECTION AS EARLY AS POSSIBLE IF IT NEEDS TO BE IN THE AFTERNOON IT IS OK June 7 2010 8 28 52 AM pbarthol 1 3 rain leader connections (south side to swale) BLFD 04 6/07/10 JLL BLDG FOUNDATION DRAINAGE TIME O1 00 6/07/10 AP June 4 2010 2 10 20 PM 1pangrle MIKE 461 9922 FOOTING DRAIN FOR THE WATER FEATURE AFTERNOON June 7 2010 4 41 18 PM jlierly BL3 01 7/02/10 J L BLDG FRAMING July 1 2010 2 37 45 PM 1pangrle CHANCE 206 786 8737 ROUGH IN FRAMING COMMENTS AND NOTES � L� y r James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Thursday June 17 2010 3.09 PM To James Lierly-jcoplan@ga wa.gov- CroninP@hswc com langbergb@hswc com Stroh meierN @hswc com david.schwartz@kpff.com rebekah weston@kpff com Isadhwani@mka com sthomas@mka com dwegener@pencol edu Carl@saarch com jc@saarch com peter@saarch com DPO@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments. 20100617 10609104.pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you!! C'11c%elle Duvall Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 James Lierly From Michelle Duvall [MichelleDuvall@Krazan.com] Sent: Thursday June 17 2010 3.05 PM To James Lierly jcoplan@ga wa.gov CroninP@hswc.com langbergb@hswc com StrohmeierN@hswc.com david.schwartz@kpff com rebekah weston@kpff com Isadhwani@mka com sthomas@mka com dwegener@pencol.edu, carl@saarch com jc@saarch com peter@saarch com DPO@shanwil.com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments. 20100615 10609104 pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you!! 1 dfic/aelle Duvall Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Wednesday June 16 2010 9:24 AM To James Lierly-jcoplan@ga.wa.gov• CroninP@hswc.com langbergb@hswc.com Strohm eierN@hswc com david.schwartz@kpff com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com ksb@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments. DFR-06-07 2010-Peninsula College Dowel Count.doc Please find attached reports for the above referenced projects Jeffrey M Bowers \ Construction Services Manager Peninsula Division Krazan &Associates Inc 1230 Finn Hill Rd NW Suite A Poulsbo WA 98370 Office 360-598-2126 Fax 360-598-2127 Cell 360-340-2092 i �®KraZan & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 16,2010 KA Project No. 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. P O Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall-Structure Port Angeles,WA Dear Mr Copland. In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. April 27 2010 Welding Inspection Report No. 8555 May 2,2010 Field Report No. 120315 May 3,2010 Field Report No. 120312 Field Report No. 120313 Field Report No. 120314 May 7 2010 Field Report No. 120309 Field Report No. 120310 Field Report No. 120311 Compaction Report No 22110 May 8,2010 Field Report No. 120240 Field Report No. 120241 May 9 2010 Field Report No. 120239 May 11 2010 Field Report No. 120237 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax. (360)598-2127 PENINSULA COLLEGE MAIER HALL STRUCTURE. KA Project No. 106-09104 Page No. 2 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 a PS and Enclosures cc: Bob Langberg/lanebergb@hswc.com Carl Dominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@kpff.com David Wegner/dwemer@pencol.edu Jean-Claude Letoumeau/is@saarch.com Jim Lierly/iliery@citvofna.us Kaustav Bose/ksb@shanwil.com Lavin Sadhwani/lsadhwani@mka.com Nick Strohmeier/StrohmeierN@hswc.com Paul Cronin/CroninP@hswc.com Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@kpff.com Steve Thomas/sthomas@mka.com Bill Perkins/wia@shanwil.com Tom Gurtowski/TMG@shanwil.com Krazan&Associates, Inc. Offices Serving The Western United States PREPARED 6/17/10 8 45 23 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/17/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS RANDY 360 265 7664 UNDERGROUND PLUMBING -MORNING May 19 2010 4 41 39 PM jlierly PL1 10 6/17/10 JLL PLUMBING UNDER SLAB TIME 09 00 A 10 June 17 2010 8 37 33 AM 1pangrle RICHARD 360 509 3149 /^ / tr PLUMBING (UNDERSEAS ) MORNING `t COMMENTS AND NOTES tJ�4 Citi) /;v Awo -7el -`—'�� FIELD REPORT NO 120237 y= aZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. "-l/'-/O CONTRACTOR: PROJECT d 5 JURISDICTION: ✓�/�. PROJECT ;`!R 9/LJ C&C.1— ZoVA/Ge L[., PERMIT# e 47 LOCATION Z19 INSPECTOR. KRAZAN PROJECT MANAGER. '7"A77 tB WEATHER. tn TEMP' 0�96 ,6V Qi/X1f.L72l -&O8ClGEl,E�' oj,V 641 <rc a ''�•�T c�I��i��s. �-S�',G G'o�c�'�'; freer � 47��� �=s� tT.lff�.KYC ee,- eela e 7-0 PiOU 4� Equipment/Asset Number(s) To the bef my knowledge,the above AS AS NOT performed'in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repre ntative Technician C4-j J, This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This informati is subject to review prior to final sub I.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this repo 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Wednesday June 09 2010 12.35 PM To James Lierly jcoplan@ga.wa.gov• CroninP@hswc.com langbergb@hswc.com StrohmeierN@hswc com david.schwartz@kpff com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch.com DPO@shanwil com ksb@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Report Attachments D00060910.pdf Please find attached reports for the above referenced project Should you have any questions please do not hesitate to call Thank you! ! Michelle Duvall Krazan & Associates Projects Coordinator 360-598-2126 360-598-2127 fax i James Lierly From Michelle Duvall [MichelleDuvall@Krazan.com] Sent: Wednesday June 09 2010 8.06 AM To James Lierly jcoplan@ga wa.gov CroninP@hswc.com langbergb@hswc.com StrohmeierN@hswc.com, david.schwartz@kpff com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu carl@saarch com jc@saarch com peter@saarch com DPO@shanwil com ksb@shanwil com TMG@shanwil.com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Report Attachments. D00060810.pdf Carl, please see attached the reports from K4 inspections Inc , which is the firm that performed all of the fabrication inspections in Montana We have no outstanding issues from either plant On a separate note, we have now received documents from Metals Fabrication Company in Airway Heights and confirmed they are an AISC certified fabrication shop I am arranging to have one of my inspectors visit the shop as per code & confirm WABO cards for welders used, associated procedures etc I will forward report when complete Site production is moving ahead Krazan has performed site inspection on pieces fabricated by MFC and found very few defects (See WIS report 6-7-2010 for more information) Krazan will continue to monitor steel erection activities on site until complete Regards, JMB i IWUKrazan & Associates, Inc FIELD REPORT NO. 12 0 2 3 9 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE._6-9—/0 CONTRACTOR. s� PROJECT#- `OK>—e ?/0<I— JURISDICTION' /0/9 PROJECT-_ 02JN G6�L �/�C' �. PERMIT#- Q 9f!9� LOCATION /� INSPECTOR. �9,14C, KRAZAN PROJECT MANAGER: WEATHER. © CJ TEMP• /i'T,� T�� /N6,1�9'0G7-/c�tl �57-1Vel'L. cc 9•.) i3O /ny.5�� ®�5�,� Cn rs�� .T—ie� d f' C,PCIv l-llez9 W I7-;y U Vlk,-/"4r,4f AT= F2 c5-fee-�W5 DoT" _150 -4W 1'900D 6_A)V0Q7_q O JeteM �. '. t�l.0 777 k/3e/A7'7o,J /A) Wove" tgn7' & /�i 'iO G/�V `/!$/L �/✓G V��CLG7Gl�� SILL ur-64 'fltY,2� rr1� eym/L' &'J b � JAJ /7W ZfMdC /JJP/e4 '-!.0 C.. r—/,P/Y1 AL)oClec� /ice/G ,c�.y a7 s Equipment/Asset Number(s) To the be of my knowledge,the above '(WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. e Superintendent/Repr�s��e'ntative Technician./ / This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information Is subject to review prior 1,/nal submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on lKs 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&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 -Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 �KraZan & Associates, Inc FIELD REPORT NO 120241 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 4�— —/O CONTRACTOR: .y5zc> PROJECT#• JURISDICTION: PROJECT ,Pf3�iC/,t, CoGi /Yl?,i//JSP L,PERMIT#• Q-7- 474Z- LOCATION ,JO� INSPECTOR: ILL Z��D/-.,v i KRAZAN PROJECT MANAGER: WEATHER. TEMP- 6'p ®/J e5/% faie t�GlLL. T67i..�!' D Li ,�aGt� P� /sL/t7GGf¢,P 5 lbs' /9Nf-�,�f� �,Pb3J �,�.0_. ,I /97' c�f/�i4� l.�sL S �� .� /•.J� /S �1'P/<L.F�„f� /� GDn�G,��'T'� /�.UG!-HSS ( _ �/��1� fL�i� S/�'l/°sd•J AX0r0iGT ! KIOAG�i2 /ODCl�5f36 "7' �r'�L�.�� o �F a'•� 60re a nJ 0 S. Z-H 9 5-f5 a ec' AOc A--e2 s 70 Stf _ �44,fw 14-,- z4-rze Pw-re, r1967- 2 ZofQ(fC,Vr- To i�,ea�c io, foo' PIALL RNC MMS PRA60N 1AJ o lz ~Aze'2 Co,4 c.Ag, Equipment/Asset Number(s)- /V 0,5#0K f4a6544q t C 0-F-7 To the best of my knowledge,the above WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. `L Superintendent/Representative Technician: �J This report indicates our inspector's observation and testing results based on the site condition and contractors activities.This Information Is subject to review riot Inal submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided onqhis 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22!2009 KraZa1 & As-sociates, Inc FIELD REPORT NO 120240 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 46 - /O CONTRACTOR: s� PROJECT#• /t��r-�`�/D JURISDICTION: PROJECT Q60J/V Cam OA!WA*e A/i ,45- PERMIT#' LOCATION: �,./Q. INSPECTOR: KRAZAN PROJECT MANAGER. y,T�,6 WEATHER. p Ci TEMP- (:;a QAJ 6517'L � CST3/GS >•��'SI G?'/D�,/ 1/y Y°Gi4 ,Cy�� !Tb T'�'S7' � /1?467- /0/7-6( %�rTyv'O- goeatA-)A) etz. fS'y�9..��v O �� /,v/'L 50-j r- "' ,6 e f62s20072�7 Powe -ms's ft =Z �� GVA� �S70421rt A001390 /00---20 -41,0e- 40 724" ar /moi/n�T xT 'Y/V Ileoi8f 7- /�,o v�OG!T�rtd�.s T Gd�'r�-8�S NH Z`!>•�+� 7Z� h�t�'//� /�O�D!ri ati f7G Qd/�i�— �X��v�TlwG. A)-JO cZ107j•---16 .Z/..J,0' &J, /7-W a� 7 .�� e, 055 ,Or--/QC-. 140/Ti019.4.(-Y G �'' T /SPP-4/1,0 A0,01724"J.9L. GarrnP111'- T/d-J W17-61 A LyAc*-Ae j?y'—F-'Zn xVff-FQPs roo r W H/tom /S 771 67Alue,7G eAe- 7-*97T- WOUI-D A107- GelXP467- T� n/i5 7P �} a� D� rS57 6�.�oc7a�P_ c�' � /�5a-.� rz:, ,Fe7C-4� a-�J Equipment/Asset Number(s) To the best of my knowledge,the abov<4�A�8'/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repre::s/seentative Technician/ - �a /� This report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This information is subject to review prior final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The 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 Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 7 COMPACTION 1<razarz & Associates , Inc REPORTNO 22110 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING _ CONSTRUCTION TESTING AND INSPECTION DATE: '� 2'—l0 CONTRACTOR: s� PROJECT* Za PERMIT NO: PROJECT: 42A/d?C LC INSPECTOR: 0144, (1--43Q e-Zt- / LOCATION: JURISDICTION: KRAZAN PROJECT MANAGER: ,,B WEATHER: ®Ci TEMP:t1 n ❑ WASHINGTON DENSOMETER ❑ SANDCONE "UCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one) Sub/Agg/Asphalt /=P,Za Q ti// ❑ Building Pad (s) -4 OtherSZ,,e G.lke ©i` 1�AT ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly r Curve Unified Soils Classification Max Dry Opt Density Moisture Test Elevation Location(Comments) Curve Mode& Density Moist Percent F3equired Depth % Compaction yN 40,41toe FeA`XeRg 2- Curve Test Method: This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future Map Location: "US construction activities or rainfall events.The compaction tests were performed at the approximate ❑Attached Daily Avg.Std �/ 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.Ourfinn does not guarantee earthwork Daily Avg.Std Count moisture Z or paving construction,nor does our work relieve the contractor's responsibility to conform to the (f 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. 'rVAV1N6 f�j�!/I aa) Sup4tendent/Representative: e y 1910&h17'W?R Technician: t Serving the Western United States A 1501 Compaction Report.doc Revmsm I Effectiv Date.11/3/06 The information provided on this report is prepared for the clusmve use of the cli m.This report may not be reproduced in my format without the written permission of the client and Krazen&Associates. 'r FIELD REPORT NO 120311 SKr Zan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 7 DATE. CONTRACTOR: lsez) PROJECT JURISDICTION: PROJECT _ PA) CGDt-C. "9,9/ge AWLC, PERMIT#• LOCATION /0,4 INSPECTOR: 0/1-L &41'&91-/t-.-, KRAZAN PROJECT MANAGER: V2226 WEATHER: ri TEMP• 4N cs l7- %D� G�l7J/�i9�s'/D-J T'6 T/� �'% �,C�/1.P /-77107-ItJI D S, 46655 di ��'DG7oaE' U6490 (g),±5 3 5/ /w�/�c; LSI�'G' LIQ' L2T L '- 9.-� 4o ftp% R0z-L,-FZ- zz.)i rr( /A,ar-> elf ,s? c51/G h�T •�Dom'S. 4Lrg cST�,0VFD o�A77 / XAijo CIJ�LC, UTAI-f A?),Oe 1/n Equipment/Asset Number(s) UA To the�st of my knowledge,the ab ve WAS/WAS NOT performed in accordance with the approved plans,s ecifications,and regulatory requirements. Superintendent/Representative Technician. - 1 This report indicates our inspectors observation and testing results based on the site condition and contractors activities.This Information is subject to review prior tofi ubmittal.By signing this report,our Inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on thi port 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham(503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT2009.doc EFFECTIVE:4r!PJ2009 `�KraZan & Associates, Inc FIELD REPORT NO 120310 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE.-9'— 7—/Q CONTRACTOR: GJ PROJECT#- IOC—���©�' JURISDICTION: PROJECT QJ/`� .4 4"C- PERMIT#• O � LOCATION dV INSPECTOR: O/Z. 6 ��7Z- 9t KRAZAN PROJECT MANAGER. WEATHER: /V C'/ TEMP• 020 7' ,/,j 1(Lf n,6,9JEC, •— �. n r3: :4ey,12 iwe-- Ol=' ZeA7t,t.E'A6, XA-�'D lam?' / S T Pte— OV Equ' ment/Asset Number(s): To the best of my knowledge,the abov AS AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Rep entative Technician -� This report indicates our inspector's observation and testing results based ort-,the site condition and contractor's activities.This information is subiect to review prior final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on is 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 aZa1Z & Associates, Inc FIELD REPORT NO 120244 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING !c CONSTRUCTION TESTING AND INSPECTION f 2 DATE. 6��"-/o CONTRACTOR: PROJECT#' A06-0R?t04- JURISDICTION: �A PROJECT AW,-) C:oeW, 1841,W AW4 .. PERMIT#' LOCATION 1,01017 INSPECTOR. KRAZAN PROJECT MANAGER. V?wIS WEATHER. TEMP' 6 2,A, -"5 ow 17 R7 �'�iP /rr9N� NHGc. 7V 6C- EEL fr-'L X, !PnAip,>lmue-- d-X;418 I���.���� � P ,4 Ansa 03/ OV-6 k y 112,07;60,0 "61(1U6A913 A2 0,,Q17 0 ti t C�' //"AL efQ" c�7 5 722 e3: �P�iP n�77 ,,�aG�r✓r��`vT . 7� Equipment/Asset Number(s) o the best of my knowledge,the abovel&WWAS NOT performed in accordance with the appy v d plans,specifications,and regulatory requirements. Superintendent/Representative Technician: G )_ This report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This information is subject to review prior t a!submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided orLJW 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 Krazarz & Associates, Inc FIELD REPORT NO- 120309 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING / o CONSTRUCTION TESTING AND INSPECTION L DATE. ��7— �� CONTRACTOR: /746-60 PROJECT#• JURISDICTION. PROJECT /p JAJ Ce", -Ay! /aP PERMIT#• LOCATION 4.114 INSPECTOR. t8/GL 6401/�t9/ KRAZAN PROJECT MANAGER: _j� WEATHER: OC-1 TEMP, ons S/ /A-> c�C.12l .� UJST c5'/saw .Sy .� S =A F �i9 &r-,C 2P "© C� r ' Aear4 -*3 A7 drg -es //-7z �5"cc� fFi A or I ,4.211 3 X1.314 4 5 �,�� .�,r�, � 8 oar 3 r �'t5- C7 .�llryeG tr3 .14;Z01151 -'11� JR 31 G o �a �f gyeA s 78 Equipment/Asset Number(s) To the best of my knowledge,the abov4lgVAS N T pd in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative Technician: iL s This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final miflal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this re 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&Assoc. / Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:422/2009 PREPARED 6/07/10 8 49 13 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/07/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV / TENANT NBR PEN COLLEGE MAIER HALL / J CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE ( 06) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS April 21 2010 5 08 43 PM jlierly DSD O1 6/04/10 PB BLDG DOWN SPOUT DRAINS 6/07/10 AP June 3 2010 1 17 34 PM 1pangrle MIKE 461 9922 CONNECTIONS FOR RAIN LEADERS (DOWNSPOUT CONNECTIONS) HE REQUESTED AN INSPECTION AS EARLY AS POSSIBLE IF IT NEEDS TO BE IN THE AFTERNOON IT IS OK June 7 2010 8 28 52 AM pbarthol 1 3 rain leader connections (south side to swale) BLFD 04 6/07/10 'ALO BLDG FOUNDATION DRAINAGE TIME O1 00 June 4 2010 2 10 20 PM 1pangrle v— MIKE 461 9922 FOOTING DRAIN FOR THE WATER FEATURE 1w AFTERNOON COMMENTS AND NOTES PREPARED 6/04/10 8 21 54 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/04/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS April 21 2010 5 08 43 PM jlierly DSD O1 6/04/10 JLL BLDG DOWN SPOUT DRAINS a� 00 June 3 2010 1 17 34 PM 1pangrle MIKE 461 9922 CONNECTIONS FOR RAIN LEADERS (DOWNSPOUT CONNECTIONS) HE REQUESTED AN INSPECTION AS EARLY AS POSSIBLE IF IT NEEDS TO BE IN THE AFTERNOON IT IS OK COMMENTS AND NOTES � � James Lierly From Michelle Duvall [MichelleDuvall@Krazan.com] Sent: Thursday June 03 2010 1:26 PM To James Lierly-jcoplan@ga.wa.gov CroninP@hswc com langbergb@hswc com Stroh meierN @ hswc com david.schwartz@kpff com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu carl@saarch com jc@saarch com peter@saarch com DPO@shanwil com ksb@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Attachments 20100602 10609104 pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank you!! C#icWle c puvall Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 -KraZan & Associates, Inc FIELD REPORT NO- 120314 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. �� 3^/d CONTRACTOR: SGC] PROJECT#- J�J�^'owl/O JURISDICTION: PROJECT ?e,110 Ga G[, AV,41 I%P PERMIT#• LOCATION• INSPECTOR. 04A.-, KRAZAN PROJECT MANAGER. ��6 WEATHER. 6-eiJ TEMP- 6-7 C ,,E,��D r�it7�i�cl caGt� /ws���t'io•J t� �.7:�CrP�a'r� saL,¢C�s��� o�J 41-1'1e4-:;11z1 .0 /.��� / 732-2- 72) Ta 9,D e-I)A,neerTiff: 6444gw Ry C6/GGT-25 AUO BC�cK�� s /�D srJlGL�f�ivfGAGc^> rBY A:LO 4345'T' 16R27 Dom' 4,917 73-25-7— --X4 AMPS. Rffie2 ne 7Tat 4 7*29 cel Equipment/Asset Number(s) To the best of my knowledge,the aboveA WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative Technician 1hail-- This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to fin4N.ap�ared By signing this report,our inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others on site. The information provided on this refor the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 l aZaZ & Associates, Inc FIELD REPORT NO 120313 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. b 13 —ID CONTRACTOR: PROJECT#' ���- d9�©g JURISDICTION: - PROJECT- � 4C. .rj!!�L.G PERMIT#• LOCATION. INSPECTOR. ell-(- KRAZAN PROJECT MANAGER, e WEATHER: L56z"J TEMP' 5-7 cSIT'� h'7J� SSD/LS 1AJ S GT/e7� �� �i��fll=lLC� `LI Die 149-tAf6e /zOK' _47 - c� 7�7- Pif ,01 aC-0SG� 644 ,B. Kl-/cL Shoilcl�. ZXWA-) TD I--"'/lep? ,�D C"iJytelL D Ali G vG/,G 61<44010—v /J /Y��49G�t0 Gt!/i>!,� �C>✓���T�t,� /rr1�°o�'�) /,lJ���NG� EquipmenVAsset Number(s) To the best of my knowledge,the above /WAS NOT performed in accordance with the approved plans,specifications,and regul tory requirements. Superintendent/Repr entative Technician. This report indicates our Inspector's observation and testing results based on the site condition and contractors activities.This information is subject to review prior to ' submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on tit' 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 Krazan & Associates, Inc FIELD REPORT NO 120312 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE.—14 -3 CONTRACTOR. la� PROJECT#' 1�K-C39/O JURISDICTION: PROJECT �'�A,1A) 4e4w-, P fJJC.L PERMIT LOCATION & INSPECTOR. (�'/GL KRAZAN PROJECT MANAGER. x7-">9,B WEATHER. TEMP- ie �$Grt..sD ANO 72;eleo 1-:-400'e ,,4fA) ,�� F,!::,/< ' ,9mcme,Ps Pie '/'y ��-�y S;;.� 10�ebs _ ��: s �r�.P/V & /-/.g 1>7 1?7tF4e f3Sy AQP AZA:w/) GIWIZ ,41i,�� Equipment/Asset Number(s) To the best of my knowledge,the abov AS AS NOT performed in accordance with the approve 1 s,specifications,and regulatory requirements. Superintendent/Repre ntative Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final sub I.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this repo 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:422/2009 James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Wednesday June 02, 2010 4:27 PM To James Lierly-jcoplan@ga.wa.gov- CroninP@hswc com langbergb@hswc com StrohmeierN@hswc.com, david.schwartz@kpff com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com ksb@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 K4 Inspections Inc Reports Attachments. 10-PEN-0517 Roscoe UT SK.pdf- 10-PEN-0517 Roscoe VT SK.pdf- 10-PEN-0518 Roscoe VT SK.pdf- 10-PEN-0519 Roscoe UT SK.pdf• 10-PEN-0519 Roscoe VT SK.pdf Please find attached reports for the above referenced project Should you have any questions please do not hesitate to call Thank you! Michelle Duvall Krazan & Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 =-�-� FIELD REPORT NO. 1.2 0 315 �KraZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. ' CONTRACTOR: 0-2�C� PROJECT#• 0 !2 /D cf- JURISDICTION. Af PROJECT -e*/JN CeL,(- 141,4`11:6e _ hWZZ PERMIT# 09- 4P54- LOCATION: '0�� INSPECTOR. 6/L4- KRAZAN PROJECT MANAGER. ur_�13 WEATHER: Q TEMP- 6-7 �f' W671; /sir 1511:�EG 7-1010 . �o �,�T�c.�c�c.�s r�s����icn� a� �n� ��e��-�` /'mac���✓ �/�i9:5 ®r-' /��CI,P „ ��/h�'T'/f5 �.J .L/•�a� 8 �!3 m a TZ3 N " G'�Pi47D� 13�=i4rr1, Gc9/i5T' Dr `i� `� •�C��rrr. /4A-,AIFC> X:r 419 i S zndP 'E' 6'l�� c /®�G/�G�. �r ?2�✓ Gt��� tx•�S AelZI.e Equipment/Asset Number(s) To the besYof my knowledge,the aboveAWAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repreentative Technician ti This report indicates our inspectors observation and testing results based on the site condition and contractors activities.This information is subject to review prior to fin ubmittel.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this r rt 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$Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Friday May 28 2010 2 15 PM To James Lierly jcoplan@ga.wa gov- CroninP@hswc com langbergb@hswc com Strohm eierN@hswc com d avid.schwartz@kpff com rebekah weston@kpff com Isadhwani@mka.com sthomas@mka.com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com ksb@shanwil com TMG@shanwil com wjp@shanwil com Subject: 106-09104 Peninsula College Maier Hall Structure Reports Part C Attachments. 20100527 10609104c pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank youN eichelle Duvall Krazan.&Associates Projects Coordinator 360-598-2126 360-598-2127 fax i 1 WIS DATE 5/27/10 NO. 8555 WELDING INSPECTION SERVICES Inspection,NDE,Testing PROJECT Maier Hall North/West Buildings P 0.BOX 1044 SUQUAMISH,WASHINGTON 98392 LOCATION Port Angeles,WA(Peninsula College) (360) 908-4386 - inS ectionservice CONTRACTOR Wright OWNER PC Weidin g p s@gmail.com WEATHER Overcast TEMP Ambient TO PRESENT AT SITE Contractor,NW Steel Erectors-welders Krazan and Associates,Inc. Howard S.Wright Constructors-QC,Superintendent PERMIT NO. 0"0000484 Building Official-City of Port Angeles,WA Krazan Job No. 106-09-104 SPECIAL WELDING AND HS BOLTING INSPECTION AND TESTING AT THE PROJECT Requested by Krazan for third party, independent,AWS/CWI welding inspection(visual) and HS Bolt Testing with Skidmore-Wilhelm Tension Unit. Inspection and testing per Specifications,AWS D1 1,AISC, IBC, and RCSC. Arrived at the site 0905 hours. Welding in progress by NW Steel welder,Richard Rivera, WABO certified#W00032,FCAW E71T-8 electrode wire(Esab Coreshield 8). Process and electrode wire prequalified per AWS (electrode wire min.70ksi). Welding beam connection plate clips and angle connection clips to wall embed plates,min. 5/16' fillets and PJP groove welds. See details 11 12, 17/S6 01 Welding along Grids 15, 12, 11 7.5 first, second and third levels along walls. Requested for inspection and testing: 1 Skidmore-Wilhelm Tension Testing,Unit SN 11238,HS TC A325 bolts,7/8' diameter,Unytite and _ Korean mfg. Lots PP501,F2M0250900 PD281, 7/8x2 3/4 unknown Lot# Pre installation min.tension value req.41kips. Tested. 7/8x2 Results,46kips,46kips,48kips 7/8x21/4 Results,46kips,48kips, 49kips,47kips,45kips, 7/8x21/2 Results,44kips,46kips,44kips;7/8x2 3/4 Results, 50kips, 50kips, 47kips. NW Steel used shear wrench model PA6-6F 30, S-60EZA(electric Makita). All tested HS bolts CONFORM TO REQUIREMENTS PER RCSC,AISC. 2. Advised by NW Steel foreman,Tim,primary steel fabricator Allied Steel in.Montana,with two other fabricators, one from Spokane,WA. (unknown name). Requested to visually inspect shop welding of structural members on site, delivered from Spokane,that were NOT inspected at the shop. Advised these members had orange stickers. Pieces inspected, connection clips,beam copes,bend plates, stiffener plates, some groove welds,most fillet welds. Members shop primed. Piece numbers inspected. 3202D,2210E,2224C,2210E,2211A, 3224B 2264A,2240B 2227C, 2239B 2235D 2208A, 2211E, 3229A,3227C, 3232D, 3222A, 3223D 3222B 3224C, 3223A,3225A, 3205C, 3221D 3222C. General workmanship and welding CONFORMS TO AWS D1 1 VISUAL CRITERIA. Dimensional checks are the responsibility of the fabricator and/or as set out in contract documents. 3 Observed welding and VT(visual test)inspected fillet welds by NW Steel welder Richard Rivera, 1" level, connection plates and angles to embed plates. Inspected welds CONFORM TO AWS D 1 1 VT CRITERIA AND DRAWING DETAILS Continued on page 2 Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIGNED \ l WIS WELDING INSPECTION SERVICES Inspection,NDE,Testing P O. BOX 1044 , SUDUAMISH,WASHINGTON 98392 _ (360) 908-4386 weldinginspectionservices@gmail.com No. 8555 Page 2 Krazan Job No. 106-09-104 May 27 2010 SPECIAL WELDING INSPECTION AND HS BOLT TESTING AT THE PROJECT MAIER HALL Recommendations. 1 Steel fabricators send material test reports(MTRs)to Krazan and Associates to verify steel materials conform to notes on S0.02. 2. Per notes on S0.02, written Welding Procedure Specifications(WPS)are required. The fabricator Allied Steel submitted WPSs to Krazan,other fabricators should submit prequalified procedures as well. Also,WPSs are required from NW Steel Erectors for all welding at the project. _ Ken Havens, Senior Inspector, AWSICWI, ASNT III SIGNED r� ===KraZan & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 27 2010 KA Project No. 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. PO Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall-Structure Port Angeles,WA Dear Mr Copland: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. April 13 2010 Cylinder Report No 48810—28 Day Break April 15 2010 Cylinder Report No 48809—28 Day Break April 16,2010 Cylinder Report No 49121—28 Day Break April 19 2010 Cylinder Report No 48808—28 Day Break April 20,2010 Cylinder Report No 48807—28 Day Break April 22,2010 Cylinder Report No 48805—28 Day Break April 26,2010 Cylinder Report No 48804—28 Day Break May 4 2010 Cylinder Report No 48803—7 Day Break May 5 2010 Field Report No. 10609104DFR5510-kg Cylinder Report No 48802—7 Day Break May 7 2010 Cylinder Report No 49049—7 Day Break Cylinder Report No 49050—7 Day Break _ Cylinder Report No 49051—7 Day Break Cylinder Report No 49052—7 Day Break May 10,2010 Field Report No. 120060 Field Report No. 120059 With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 PENINSULA COLLEGE MAIER HALL-STRUCTURE. KA Project No. 106-09104 Page No. 2 May 11 2010 Cylinder Report No 49061 —7 Day Break May 12,2010 Field Report No. 120334 Cylinder Report No 49062—7 Day Break May 13 2010 Field Report No. 120335 May 14 2010 Field Report No. 120058 Cylinder Report No 49058—7 Day Break Cylinder Report No 49059—7 Day Break Cylinder Report No 49060—7 Day Break May 17 2010 Field Report No. 120057 May 18,2010 Field Report No. 120345 Field Report No. 120344(w/attachment) May 19 2010 Field Report No. 120343 Field Report No. 120342 May 21 2010 Field Report No. 120341 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 and Enclosures cc: Bob Langberg/langbergb@hswc.com Carl Dominguez/earl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@kpff.com David Wegner/dweener@oencol.edu Jean-Claude Letourneau/jc@saarch.com Jim Lierly/jliery@citvofpa.us Kaustav Bose/ksb@shanwil.com Lavina Sadhwani/lsadhwani@mka.com Nick Strohmeier/StrohmeierN@hswe.com Paul Cronin/CroninP@hswc.com Peter law/Peter@saarch.com Rebekah Weston/rebekah weston@kQff com SteveThomas/sthomas@mka.com Bill Perkins/win@shanwil.com Tom Gurtowski/TMG@sbanwil.com Krazan&Associates,Inc. Offices Serving The Western United States Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370, (360)598 2126 Project No. 106-09104 Cyl.Code P17660 Pour Date 4/13/2010 Report No. 48810 Weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier ' FRED HILL Plant No. 3 Site Mix Mix No. M5070 IP Cem.lbs. 664 Mix Air Unit F Ash lbs. - Slump Temp. Temp. Wt. C.agg.lbs.1 1848 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1040 390 14725 - 65 58 50 -- C.agg.lbs.3 Sand lbs. 1394 Water lbs. 24 5 gals Placement Area Air Ent.(oz) Location GRADE BEAMS AND SLAB ON GRADE other(oz) POLY 66.2 oz F 9 TO 8 5 AND E TO E 5 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 27 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 31 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/14/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17660 4/20/2010 7 4x8 12.56 76010 6 050 ZL 3 X ASTM C39 P17660 5/11/2010 28 4X8 1256 87680 6 980 ZL 1 ASTM C109 P17660 5/11/2010 28 4X8 12.56 92365 7 350 ZL 1 ASTM C617 P17660 5/11/2010 28 4X8 12.56 88005 7 010 ZL 1 X ASTM C1231 P17660 ASTM C780 P17660 Other P17660 P17660 Test Results Remarks FR 119989 X Conforming Results Reviewed By W Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2. Cone& Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/ 8% Form 03101 Re 2 Effectiv Dale 12/02/02 \\'The nfofmaho pfonded this eport is prepared to the clu of the client.This apart may of he eprodu ad ny formal vnthoul the write permission of the ch nt nd Kr &A.. ate v Krazan &Associates Inc. 1230 FINN HILL RD POULSBO WA 98370 (360) 598 2126 Project No. 106-09104 Cyl.Code P17659 Pour Date 4/15/2010 Report No. 48809 weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix - Mix No. M5070 IP Cern.lbs. 654 Mix Air Unit F Ash Ibs. Slump Temp. Temp. Wt. C.agg.Ibs.1 1849 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.Ibs.2 1250 386 14785 - 65 59 52 -- C.agg.Ibs.3 Sand Ibs. 1394 Water Ibs. 26 3 gals Placement Area Air Ent.(oz) Location WALLS LINE H FROM 11-15 LINE 15 FROM H-G AND Other(oz) POLY 66.2 oz LINE G FROM 15-16 Other(oz) GRADE BEAM FROM 12-14 other(oz) SAMPLED AT LINE H FROM 11-13 other(oz) Water Added on Job(gals.) 3 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 31 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 33 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/16/2010 Cyl. Test Field Max_ Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17659 4/22/2010 7 4x8 12.56 71375 5 680 ZL 3 X ASTM C39 P17659 5/13/2010 28 4X8 12.56 87805 6 990 JS 1 ASTM C109 P17659 5/13/2010 28 4X8 12.56 88135 7 020 JS 3 ASTM C617 P17659 5/13/2010 28 4X8 12.56 89220 7 100 JS 3 X ASTM C1231 P17659 ASTM C780 P17659 Other P17659 P17659 Test Results Remarks FR 119983 X Conforming Results Reviewed By to,, Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2 Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Re 2 EOectiv Dale 12/02/02 }'ha nlormaoo pr wded this eport prep,ed 11 the clu of the 6 nt Tles oporl may of 1,a,,od",,d in ny lormal wdhoul the cantle perme:sio of the client nd Kr &Assoc ate Krazan & Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360) 598 2126 Project No. 106-09104 Cyl.Code P17669 Pour Date 4/16/2010 Report No. 49121 Weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 _ Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cern.lbs. 537 Mix Air Unit F Ash lbs. 120 Slump Temp Temp. Wt. C.agg.Ibs.1 1786 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1245 386 14831 - 7 59 54 C.agg.lbs.3 Sand lbs. 1369 Water lbs. 23 4 gal Placement Area Air Ent.(oz) Location WALLS SECOND LIFT LINE E FROM 14 2 TO 14 4 AND Other(oz) A345 53 1 oz LINE 15 FROM E TO F Other(oz) SAMPLED AT BOTTOM LIFTS Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY CHUTE MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 18 TOTAL YARDS PLACED W/C 30 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 4/17/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17669 4/23/2010 7 4x8 1256 63675 5 070 ZL 2 x ASTM C39 P17669 5/14/2010 28 4X8 12.56 66790 5 320 AC 5 ASTM C109 P17669 5/14/2010 28 4X8 1256 70520 5 640 AC 3 ASTM C617 P17669 5/14/2010 28 4X8 1256 71020 5 650 AC 3 X ASTM C1231 P17669 ASTM C780 P17669 Other P17669 P17669 Test Results Remarks FR 119981 X Conforming Results Reviewed By w Date Reviewed Non-Conforming Codes for Break Types. 1 Cone 2. Cone &Split 3 Cone&Shear 4 Shear 5 Columnar(Split) .Measurement Uncertainties ASTM C-39+/-8% Form 03101 Revs 2 Effective Date 12/02/02 rhe nrormabo provded this eport prepared to the clu— of the ch nl.Ths eporl may of be eproduced ny formal without the wrote permission of the client nd Kr d An ate Y Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17674 Pour Date 4/19/2010 Report No. 48808 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 IP Cem.lbs. 652 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.Ibs.1 1844 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 845 386 14867 - 65 56 53 C.agg.lbs.3 Sand lbs. 1394 Water lbs. 26 4 gal Placement Area Air Ent.(oz) Location SLAB ON GRADE PC-10 other(oz) POLY 66 2 oz SAMPLED AT 10 8 @ D 5 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 14 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 18 OF 90 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 32 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/20/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim Area C.F Load Str (psi) Set# By Type Test Methods P17674 4/26/2010 7 4x8 12.56 68495 5 450 ZL 3 x ASTM C39 P17674 5/17/2010 28 4X8 12.56 88535 7 050 AC 1 ASTM C109 P17674 5/17/2010 28 4X8 12.56 85905 6 840 AC 1 ASTM C617 P17674 5/17/2010 28 4X8 12.56 92845 7 390 AC 1 X ASTM C1231 P17674 ASTM C780 P17674 Other P17674 P17674 Test Results Remarks FR 119979 X Conforming Results Reviewed Bye Date Reviewed SNon-Conforming Codes for Break Types 1 Cone 2. Cone& Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Revisio 2 Effecuv Date 12/02/02 V formatio pr vided thi epon r prepa ed to the clu of the client.This sport may not be eprodu ed ny format without the cantle pe—S of the client nd Kraza &Assoc ate Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360) 598 2126 Project No. 106-09104 Cyl.Code P17681 Pour Date 4/20/2010 Report No. 48807 Weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No 3 Site Mix Mix No. M5070 IP Cern.lbs. 656 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1849 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1255 387 14899 - 6 58 50 C.agg.lbs.3 Sand lbs. 1390 Water lbs. 26 0 gals Placement Area Air Ent.(oz) Location MECH ROOM WALLS E 0 E 5 7 5 AND 8 0 Other(oz) POLY 66 2 oz GRADE BEAMS AND PILE CAPS G 5@7 5 AND G 5@8 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY CHUTE AND PUMP MECHANICALLY X ASTM C143 ASTM C138 CONSOLIDATED SAMPLED AT 9 OF 22 TOTAL YARDS X ASTM C1064 ASTM C173 PLACED W/C 32 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 4/21/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17681 4/27/2010 7 4x8 12.56 68915 5 490 ZL 3 X ASTM C39 P17681 5/18/2010 28 4X8 1256 94315 7 510 ZL 1 ASTM C109 P17681 5/18/2010 28 4X8 1256 91805 7 310 ZL 1 ASTM C617 P17681 5/18/2010 28 4X8 1256 93685 7 460 ZL 1 X ASTM C1231 P17681 ASTM C780 P17681 Other P17681 P17681 Test Results Remarks FR 119977 X Conforming Results Reviewed By W Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2 Cone &Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C 39+/-8% Form 03101 Re—io 2 Effe Date 12/02/02 Vi! /The nformaeo provided this eport prepared to the clu of the client This epod may not be eprodu ad ny formal vnthoul the wane perm, of the client nd Kr &Associate W Krazan &Associates Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No 106-09104 Cyl.Code P17682 Pour Date 4/22/2010 Report No. 48805 Weather SUNNY Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Clem.lbs. 540 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. Wt. C agg.lbs.1 1791 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 25 387 14969 7 61 55 C agg.lbs.3 Sand lbs. 1373 Water lbs. 24 4 gal Placement Area Air Ent.(oz) Location WALLS THIRD LIFT LINE E FROM 14 2 TO H 4 LINE Other(oz) A345 53 1 oz 15 FROM E TO F Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 5 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 22 TOTAL YARDS PLACED X ASTM 01064 ASTM C173 W/C 31 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/23/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17682 4/29/2010 7 4x8 1256 55620 4 430 ZL 5 X ASTM C39 P17682 5/20/2010 28 4X8 1256 77365 6 160 ZL 3 ASTM C109 P 17682 5/20/2010 28 4X8 1256 76850 6 120 ZL 1 ASTM C617 P17682 5/20/2010 28 4X8 1256 76750 6 110 ZL 2 X ASTM C1231 P17682 ASTM C780 P17682 Other P17682 P17682 Test Results Remarks FR 119995 X Conforming Results Reviewed By).e- d Date Reviewed Non-Conforming Codes for Break Types. 1 1 Cone 2- Cone&Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/-8% Form 03101 Re 2 EffsCW Date 12102/02 The nformatio pr tided this sport prepa ed to the clusive of the ch nt.Thi sport may of be eproduced ny format mthout the wn0e permis of the client nd Nraz 8 Associate Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17697 Pour Date 4/26/2010 Report No. 48804 Weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cern.lbs. 543 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. Wt. C.agg.lbs.1 1796 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 20 391 15106 - 75 61 55 C.agg.lbs.3 Sand lbs. 1374 Water lbs. 26 gal Placement Area Air Ent.(oz) Location WALLS LINES E-G AND 15 1 TO 16 Other(oz) 53 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 20 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 8 OF 16 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 33 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/27/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17697 5/3/2010 7 4x8 1256 58835 4 680 ZL 3 X ASTM C39 P17697 5/24/2010 28 4X8 12.56 78005 6,210 ZL 3 ASTM C109 P17697 5/24/2010 28 4X8 12.56 82240 6 550 ZL 3 ASTM C617 P17697 5/24/2010 28 4X8 12.56 79225 6 310 ZL 3 X ASTM C1231 P17697 ASTM C780 P17697 Other P17697 P17697 Test Results Remarks FR 119992 X Conforming Results Reviewed By 4d/ Date Reviewed Non-Conforming Codes for Breakppes 1 Cone 2. Cone& Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C 39+/-8% Form 03101 Re 2 Effecliv Dale 12102102 The nformaao pr vioed lhl eport i prepa ad to the clu use of the cli nl This eportmay of be eprudu ed my formal without the write perms of the chant and Kr &A.. ale Krazan&Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370,(360)598 2126 Project No. 106-09104 CA.Code P17860 Pour Date 5/21/2010 Report No. 49066 Weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cern.lbs. 544 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. Wt. C.agg.Ibs.1 1782 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 40 391 15778 7 60 48 C.agg.lbs.3 Sand lbs. 1369 Water lbs. 24 1 gals Placement Area Air Ent.(oz) Location WALLS LEVEL 3, PC-10 Other(oz) A345 53 1 Oz SAMPLED AT LINE F BOTTOM LIFT Other(oz) Other(oz) -Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY PUMP, MECHANICALLY CONSOLIDATED X ASTM C143 ASTM 0138 SAMPLED AT 9 OF 81 TOTAL YARDS PLACED X ASTM 01064 ASTM C173 W/C 31 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5,000 Cit 28 days Date Specimens Rec'd. 5/22/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17860 5/28/2010 7 4X8 12.56 53770 4,280 AC 5 X ASTM C39 P17860 6/18/2010 28 4X8 12.56 78065 6,220 ZL 3 ASTM C109 P17860 6/18/2010 28 4X8 12.56 78525 6,250 ZL 5 ASTM C617 P17860 6/18/2010 28 4X8 12.56 76740 6,110 ZL 5 X ASTM C1231 P17860 ASTM C780 P17860 Other P17860 P17860 Test Results Remarks FR 120340 X Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2: Cone&Split 3:Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revision 2 Effective Date 12/02/02 The nformation provided on Otis report is prepared for the etxlusive use of the client.This report may not be reproduced in ny format without the wide permission of the client and Kman&Associates Krazan&Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370,(360)598 2126 Project No. 106-09104 Cyl.Code P17858 Pour Date 5/21/2010 Report No. 49063 Weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 IP Cem.lbs. 658 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.t 1839 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 805 392 15738 7 60 48 C.agg.lbs.3 Sand lbs. 1399 Water lbs. 25 7 gals Placement Area Air Ent.(oz) Location SLAB ON GRADE WEST WING Other(oz) POLY 66.2 oz SAMPLED AT A.5/2.5 other(oz) Other(oz) - Other(oz) Water Added on Job(gals.) 8 Field Test Methods Remarks PLACED BY PUMP, MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 27 OF 216 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 33 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. 5/26/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17858 5/28/2010 7 4X8 12.56 70095 5,580 AC 3 X ASTM C39 P17858 6/18/2010 28 4X8 12.56 87205 6,940 ZL 1 ASTM C109 P17858 6/18/2010 28 4X8 12.56 90440 7,200 ZL 5 ASTM C617 P17858 6/18/2010 28 4X8 12.56 84840 6,750 ZL 5 X ASTM C1231 P17858 ASTM C780 P17858 Other P17858 P17858 Test Results Remarks FR 120340 X Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2: Cone&Split 3: Cone&Shear 4 Shear 5. Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revision 2 Effechve Date 12/02/02 The information pmvidad on this report is prepared for the a lusive use of the client This report may not be reproduced any format without the written permission of the Ui nt and Kraza &Associates Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370, (360)598 2126 Project No. 106-09104 Cyl.Code P17857 Pour Date 5/21/2010 Report No. 49064 Weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 IP Cern.lbs. 658 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.Ibs.1 1840 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 9.55 63 15753 6.5 60 48 C.agg.lbs.3 Sand lbs. 1394 Water lbs. 25.8 gals Placement Area Air Ent.(oz) Location SLAB ON GRADE WEST WING Other(oz) POLY 66 oz SAMPLED AT A.2/5 7 other(oz) Other(oz) — Other(oz) Water Added on Job(gals.) 8 Field Test Methods Remarks PLACED BY PUMP, MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 108 OF 216 TOTAL YARDS PLACED X ASTM C1064 ASTM 0173 W/C 33 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. 5/26/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17857 5/28/2010 7 4X8 12.56 68155 5,430 AC 3 X ASTM C39 P17857 6/18/2010 28 4X8 12.56 85185 6,780 ZL 5 ASTM C109 P17857 6/18/2010 28 4X8 12.56 85055 6,770 ZL 5 ASTM C617 P17857 6/18/2010 28 4X8 12.56 87030 6,930 ZL 1 X ASTM C1231 P17857 ASTM C780 P17857 Other P17857 P17857 Test Results Remarks FR 120340 X Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2: Cone&Split 3: Cone&Shear 4 Shear 5. Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03,01 Revision 2 Effec"Date 12/07!02 The information provided o this report is prepared for the exclusive use of the client This report may not be epmduced in any format without the written permission of the client and Kruen 8 associates. Krazan&Associates, Inc. 1230 FINN HILL RD POULSSO WA 98370,(360)598 2126 Project No. 106-09104 Cyl.Code P17859 Pour Date 5/21/2010 Report No. 49065 Weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 IP Cern.lbs. 662 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1840 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 -1140 387 15768 65 60 48 - C.agg.lbs.3 Sand lbs. 1403 Water lbs. 26.0 gals Placement Area Air Ent.(oz) Location SLAB F-G 5 AND 11-7 5 other(oz) POLY 66.2 oz SAMPLED AT G 4/10 9 other(oz) Other(oz) -— Other(oz) Water Added on Job(gals.) 10_ Field Test Methods Remarks PLACED BY PUMP, MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 216 OF 216 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 33 X ASTM C31 Other inspector BILL UGOLINI Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. 5/22/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17859 5/28/2010 7 4X8 12.56 71695 5,710 AC 2 X ASTM C39 P17859 6/18/2010 28 4X8 12.56 95670 7,620 ZL 3 ASTM C109 P17859 6/18/2010 28 4X8 12.56 90090 7 170 ZL 3 ASTM C617 P17859 6/18/2010 28 4X8 12.56 90230 7 180 ZL 3 X ASTM C1231 P17859 ASTM C780 P17859 Other P17859 P17859 Test Results Remarks FR 120340 X Conforming Results Reviewed By Date Reviewed Non-Conforming J Codes for Break Types: 1 Cone 2: Cone&Split 3: Cone&Shear 4 Shear 5. Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revision 2 Effective Date 12/02/02 The information provided on this report is prepared for the exclusive use of the ch nG This report may not be eproduced in any format wimout the writte permission of the client and Kruan&Associate K4/NSPECT/ONS /NC. AWS Ultrasonic Inspection PO Box 82 Huntley NIT 59037 (406)690-3125 Form#UT 1 Rev 2 Customer Krazan Site Address Roscoe Steel Report# 10-PEN-0519 Cust.JN/PO 106-08104 Hesper Rd K4 Job# 10-012 Cust. Contact Rick Billings, MT Procedure TIP-UT-320 Instr Mfg/SN Epoch LT/50033605 Transducer 625 x 75 2.25 Mhz Couplant Cellulose Transducer None Cal.Std DSC Decibels iscontinuity L L � E C C C C u C Weld Number d da° Distance °o b c d Q Ca A From X From Y Ca W 2101 X 1.0 70 A 1,2 46.4 2121 X 1.0 70 A 1,2 46.4 We,the undersigned,certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of AWS D1 1 Welding Code 2008 acceptance criteria: Sec.6 table 6.2 II 5/19/2010 X 5/19/2010 Inspector Signature Scott Kutt Level Date Client Representative Date I certify that I hav spected the parts/mate als, rdanc nh the appli able spe ifications nd Cli nt retains final autho ny and disposition of examinati ults. standards as et forth by the ch nt and the nformanon recorded is tr and correct. h Time Start Time Stop Total Hrs See Daily Report Total Miles P O Box 82 Huntley MT 59037 K41NSPECTIONS INC. Phone(406)690-3125 Daily Work Log Work order# 10-012 Project Name: Maier Hall Date 5-19-10 Project Location. Roscoe Steel Billings,Montana DSA File# N/A Inspector- Scott Kutt DSA Appl.# N/A CW I# 05060301 DSA/LEA# N/A Welding Process Filler Type&Diameter Welder Identification Stamps FCAW-G X E71T1 9 LINCOLN OS 71 ELITE.062 PP B MM FCAW S X Lincoln MC-6.062 0 AA GMAW LL SS STUD C CC Total No.9 Other Welding Information Types of Inspection and Testing Work Performed Continuous X Joint Fit Up X Machine Amps X *Visual Inspection X Periodic Pre Heat Verified X Machine Volts X *Magnetic Particle Inspection Sampling Interpass Temp X Fillet Welds X *Ultrasonic Inspection After the Fact Interpass Cleaning X PJP/CJP welds X * Dye Penetrant Inspection HS Bolting Drawing Approved X Electrode Storage Checked X Welders Certified X Size Comply X Grades Comply X Plans/Specs Checked X Material Identifiable X Remarks. Total parts completed:9 MTR's are retained at Allied Steel in Lewistown. Request has been submitted for MTR's Columns working—2105,3101,3104,3101,3107,2121,2110,2100 2101 Refer to Member Checklist for a detailed list of pieces examined and types of testing performed,welder stamp for record of Fabrication and Remarks,if any for further detail of deficiencies. 6:OOAM 2:OOPM Total Hrs 8 Inspector signature Scott Kutt Start Time End Time Total miles P O Box 82 Huntley MT 59037 K4iNspEcTioNs /NC. Phone(406)690-3125 Member Check List Project: Maier Hall Client Krazan/106-08104 Location. Roscoe Steel Billings,Montana Work Order No 10-012 0 LU PIECE ID Q HEAT NO SHAPE o z REMARKS Q Cr w 3 X 2105 2 5X5X1/4 IMM X 3101 1 2082104 W12X40 B X 3104 1 M85173 8X8X1/2 AA X 3101 1 2082104 W12X40 SS X 3107 1 A056493 8X8X5/16 CC X 2121 1 341002 W12X53 PP UT X 2110 1 2002104 W12X40 0 X 2100 2 M85173 8X8X1/2 LL X 2101 1 2082105 W12X40 C UT SHAPES. BC Box Column BW Beam Welded C—Channel E Embeds WC Column BN Beam No Weld A—Angle AB Anchor Bolts G Girder HSS Hollow Structural Steel P—Pipe M Misc. Notes: 05060301 5-19-10 Inspector Signature CWI# Date *This report coincides with the Daily Work Log from the same day and shift. PREPARED 5/19/10 8 46 58 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/19/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 15 2010 10 04 41 AM jlierly PL1 02 4/15/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/20/10 AP April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 20 2010 8 44 58 AM jlierly PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 4/20/10 AP April 20 2010 8 37 57 AM 1pangrle RANDY 360 265 7664 UNDERGROUND PLUMBING MORNING April 20 2010 4 48 40 PM jlierly PL1 04 4/22/10 PB PLUMBING UNDER SLAB 4/22/10 AP April 21 2010 4 30 34 PM pbarthol randy 206 265 7664 April 22 2010 5 00 53 PM pbarthol PL1 05 4/26/10 PB PLUMBING UNDER SLAB 4/26/10 AP April 26 2010 8 40 42 AM pbarthol Randy 360 265 7664 April 26 2010 5 05 47 PM pbarthol PL1 06 5/12/10 JLL PLUMBING UNDER SLAB TIME 09 00 5/12/10 AP May 12 2010 8 24 12 AM 1pangrle RICHARD 509 3149 UNDERGROUND PLUMBING HE REQUESTED A MORNING INSPECTION May 12 2010 4 10 59 PM jlierly PLl 07 5/13/10 JLL PLUMBING UNDER SLAB TIME 03 00 5/14/10 CA May 13 2010 8 23 16 AM 1pangrle RICHARD 360 509 3149 UNDERGROUND PLUMBING WEST BUILDING 44 May 14 2010 8 06 59 AM 1pangrle subcontractor cancelled PL1 08 5/14/10 JLL PLUMBING UNDER SLAB 5/17/10 AP May 14 2010 8 05 38 AM 1pangrle RICHARD 360 509 3149 UNDERGROUND PLUMBING WEST BUILDING #4 May 17 2010 8 10 34 AM jlierly PL1 09 5/19/10 PLUMBING UNDER SLAB TIME 09 00 I,NOVO May 19 2010 8 45 32 AM 1pangrle CONTINUED ONTO NEXT PAGE 7,%.') Lffl-'azq,\� P O Box 82 Huntley MT K41NsPEcTioNs /NC. Phone(406)690-359037125 Daily Work Log Work order# 10-012 Project Name. Maier Hall Date: 5-18-10 Project Location: Roscoe Steel Billings,Montana DSA File# N/A Inspector- Scott Kutt DSA Appl.# N/A CWI# 05060301 DSA/LEA# N/A Welding Process Filler Type&Diameter Welder Identification Stamps FCAW-G X E71T1 9 LINCOLN OS 71 ELITE.062 AA B DD LL FCAW S X Lincoln MC-6.062 MM PP U CC GMAW C N O XX STUD Total No.12 Other Welding Information. Types of Inspection and Testing Work Performed Continuous X Joint Fit Up X Machine Amps X *Visual Inspection X Periodic Pre Heat Verified X Machine Volts X *Magnetic Particle Inspection Sampling Interpass Temp X Fillet Welds X *Ultrasonic Inspection After the Fact Interpass Cleaning X PJP/CJP welds X *Dye Penetrant Inspection HS Bolting Drawing Approved X Electrode Storage Checked X Welders Certified X Size Comply X Grades Comply X Plans/Specs Checked X Material Identifiable X Remarks: Total parts completed:13 MTR's are retained at Allied Steel in Lewistown. Request has been submitted for MTR's Columns working—2105,3101,3104,3101,3107,2121,2110,2100. Refer to Member Checklist for a detailed list of pieces examined and types of testing performed,welder stamp for record of Fabrication and Remarks,if any for further detail of deficiencies. 7:00AM 4:OOPM Total Hrs 9 Inspector signature Scott Kutt Start Time End Time Total miles P O Box 82 Huntley MT 59037 K41NSPECT/ONS INC. Phone(406)690-3125 Member Check List Project: Maier Hall Client Krazan/106-08104 Location: Roscoe Steel Billings,Montana Work Order No 10-012 CL U U "' PIECE ID z HEAT NO SHAPE o o REMARKS U L w z a a 3 X 2107 1 1707721 W12x45 U X 2106 1 A056493 8x8x5/16 DD X 2123 1 1707721 W 12x45 C X 3100 1 A056493 8X8X5/16 LL X 2109 1 22536650 W12X40 M M X 2115 1 22536650 W12X40 B X 2114 1 2707721 W12X45 AA X 3100 1 A056493 8X8X5/16 PP X 3107 1 A056493 8X8X5/16 CC X 3105 1 A056493 8X8X5/16 C X 3106 1 22536650 W12X40 SS X 3103 1 A0566491 W12X40 0 X 3102 1 2002704 W12X40 XX SHAPES. BC Box Column BW Beam Welded C—Channel E Embeds WC Column BN Beam No Weld A—Angle AB Anchor Bolts G Girder HSS Hollow Structural Steel P—Pipe M Misc. Notes: 05060301 5-18-10 Inspector Signature CWI# Date *This report coincides with the Daily Work Log from the same day and shift. K4/NSPECT/ONS /NC. AWS Ultrasonic Inspection PO Box 82 Huntley NIT 59037 (406)690-3125 Form#UT 1 Rev 2 Customer Krazan Site Address Roscoe Steel Report# 10-PEN-0517 Cust.JN/PO 106-08104 Hesper Rd K4 Job# 10-012 Cust.Contact Rick Billings, MT Procedure TIP-UT-320 Instr Mfg/SN Epoch LT/50033605 Transducer 625 x 75 2.25 Mhz Couplant Cellulose Transducer None Cal Std DSC Decibels iscontinuity E o Weld Number y c z = c R c c w i L �, i'u Z � o R A = c Distance c o Y o R o > d C4 F E w a b c d Q 9z Ca From X From Y Ca W 2116 X 1.0 70 A 1,2 47.2 2122 X 1.0 70 A 1,2 47.2 We,the undersigned,certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of AWS D1 1 Welding Code 2008 acceptance criteria: Sec.6 table 6.2 "-5 �14-e�' II 5/17/2010 X 5/17/2010 Inspector Signature Scott Kutt Level Date Client Representative Date I ertify that I have nspected the parts/materials, accordance with the applicable spe tfi ahons nd Cli nt etains fi al utho tty and dispo ttt of amt att results standards as et forth by the ch nt and the nformatt rded tr and orrect. Time Start Time Stop Total Hrs See Daily Report Total Miles P O Box 82 Huntley MT K4iNspEcTioNs /NC. Phone(406)690-359037125 Daily Work Log Work order# 10-012 Project Name Maier Hall Date 5-17 10 Project Location: Roscoe Steel Billings,Montana DSA File# N/A Inspector- Scott Kutt DSA Appl.# N/A CW I# 05060301 DSA/LEA# N/A Welding Process Filler Type&Diameter Welder Identification Stamps FCAW-G X E71T1-9 LINCOLN OS 71 ELITE.062 AA B DD LL FCAW-S X Lincoln MC-6.062 MM PP U CC GMAW C N 0 STUD Total No.11 Other Welding Information. Types of Inspection and Testing Work Performed Continuous X Joint Fit Up X Machine Amps X *Visual Inspection X Periodic Pre Heat Verified X Machine Volts X *Magnetic Particle Inspection Sampling Interpass Temp X Fillet Welds X *Ultrasonic Inspection After the Fact Interpass Cleaning X PJP/CJP welds X *Dye Penetrant Inspection HS Bolting Drawing Approved X Electrode Storage Checked X Welders Certified X Size Comply X Grades Comply X Plans/Specs Checked X Material Identifiable X Remarks: Total parts completed:9 Ultrasonic inspection performed on CJP welds on column MTR's are retained at Allied Steel in Lewistown. Request has been submitted for MTR's Columns working—2108,2109,2102,2110,2121,2107,3101,2101 Refer to Member Checklist for a detailed list of pieces examined and types of testing performed,welder stamp for record of Fabrication and Remarks,if any for further detail of deficiencies. 7:OOAM 4:OOPM Total Hrs 9 Inspector signature Scott Kutt Start Time End Time Total miles P O Box 82 Huntley MT 59037 K INSPECT/ONS INC. Phone(406)690-3125 Member Check List Project: Maier Hall Client Krazan/106-08104 Location: Roscoe Steel Billings,Montana Work Order No 10-012 U � PIECE ID Q HEAT NO SHAPE p Z REMARKS Q Z) w Cf 3 X 2112C 1 341048 W12X40 PP X 2115C 1 22536650 W12X53 LL X 2116C 1 336595 W12X53 MM X 3101C 1 27814 W12X40 B X 3102C 2 A056491 W12X40 AA UT X 3103C 1 A056491 W12X40 U X 2122C 1 336595 W12X53 DD UT X 2126C 1 291052 W12X40 C SHAPES. BC Box Column BW Beam Welded C—Channel E Embeds WC Column BN Beam No Weld A—Angle AB Anchor Bolts G Girder HSS Hollow Structural Steel P—Pipe M Misc. Notes. 05060301 5-17 10 Inspector Signature CWI# Date *This report coincides with the Daily Work Log from the same day and shift. PREPARED 5/14/10 8 06 37 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/14/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 15 2010 10 04 41 AM jlierly PL1 02 4/15/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/20/10 AP April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 20 2010 8 44 58 AM jlierly PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 4/20/10 AP April 20 2010 8 37 57 AM 1pangrle RANDY 360 265 7664 UNDERGROUND PLUMBING MORNING April 20 2010 4 48 40 PM jlierly PL1 04 4/22/10 PB PLUMBING UNDER SLAB 4/22/10 AP April 21 2010 4 30 34 PM pbarthol randy 206 265 7664 April 22 2010 5 00 53 PM pbarthol PL1 05 4/26/10 PB PLUMBING UNDER SLAB 4/26/10 AP April 26 2010 8 40 42 AM pbarthol Randy 360 265 7664 April 26 2010 5 05 47 PM pbarthol PL1 06 5/12/10 JLL PLUMBING UNDER SLAB TIME 09 00 5/12/10 AP May 12 2010 8 24 12 AM 1pangrle RICHARD 509 3149 UNDERGROUND PLUMBING HE REQUESTED A MORNING INSPECTION May 12 2010 4 10 59 PM jlierly PL1 07 5/13/10 PLUMBING UNDER SLAB TIME 03 00 May 13 2010 8 23 16 AM 1pangrle RICHARD 360 509 3149 UNDERGROUND PLUMBING WEST BUILDING #4 PL1 OS 5/14/10 �j�,L/� PLUMBING UNDER SLAB X0 May May 14 2010 8 OS 38 AM 1pangrle To 4,— RICHARD 360 509 3149 N� UNDERGROUND PLUMBING WEST BUILDING #4 COMMENTS AND NOTES t ANL === aZaZ & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 13 2010 KA Project No. 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. P O Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall Structure Port Angeles,WA Dear Mr Copland. _ In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. April 26, 2010 Cylinder Report No 48804–7 Day Break April 29 2010 Cylinder Report No 49044–7 Day Break Cylinder Report No 49045–7 Day Break April 30 2010 Cylinder Report No 49046–7 Day Break Cylinder Report No 49047–7 Day Break 1 May 3 2010 Cylinder Report No 49048–7 Day Break May 5 2010 Field Report No. 120063 (w/attachment) Field Report No. 120064 — Field Report No. 10609104DFR5510-kg May 6,2010 Field Report No. 120062 May 7 2010 Field Report No. 120061 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A 9 Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 PENINSULA COLLEGE MAIER HALL STRUCTURE. KA Project No. 106-09104 Page No 2 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 and Enclosures cc: Bob Langberg/langbereb@hswc.com Carl Dominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@koff.com David Wegner/dwegner@pencol.edu Jean-Claude Letourneau/jc@saarch.com Jim Uerly/Jliery@cibLofpa.us Kaustav Bose/ksb@shanwil.com Lavina Sadhwani/lsadhwani@mka.com Nick Strohmeier/StrohmeierN@hswacom Paul Cronin/CroninP@hswacom Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@Wff.com Steve Thomas/sthomas@mka.com Bill Perkins/ww'p@shanwil.com Tom Gurtowski/TMG@shanwil.com Krazan&Associates,Inc. Offices Serving The Westem United States Krazan &Associates, Inc. 1230 FINN HILL RD POLILSBO WA 98370, (360)598 2126 Project No. 106-09104 Cyl.Code P17697 Pour Date 4/26/2010 Report No. 48804 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cem lbs. 543 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. Wt. C.agg.lbs.1 1796 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 20 391 15106 - 75 61 55 C.agg.lbs.3 Sand lbs. 1374 Water Ibs. 26 gal Placement Area Air Ent.(oz) Location WALLS LINES E-G AND 15 1 TO 16 other(oz) 53 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 20 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 8 OF 16 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 33 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 4/27/2010 Cyl. Test Field Mai. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17697 5/3/2010 7 4x8 1256 58835 4 680 ZL 3 X ASTM C39 P17697 5/24/2010 28 4X8 ASTM C109 P17697 5/24/2010 28 4X8 ASTM C617 P17697 5/24/2010 28 4X8 X ASTM C1231 P17697 ASTM C780 P17697 Other P17697 P17697 Test Results Remarks FR 119992 Conforming Results Reviewed By ►,,,, % Date Reviewed l� 3oj/iylu Non-Conforming Codes for Break Types: 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revia 2 EHecOv Date 12/02/02 The nformaoo pr Tided thl eport prepared to the clu of the cli nt.This epod may of he eprodu ed ny format without the wrote permissio of the di nt nd Kf 8 Assoc ate Krazan &Associates Inc 1230 FINN HILL RD POULSBO WA 98370, (360) 598 2126 Project No 106-09104 Cyl Code P17723 Pour Date 4/29/2010 Report No. 49044 weather SUNNY .Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No 3 Site Mix Mix No. WC6000 1 Cem.lbs. 538 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. Wt. C.agg.lbs.1 1787 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1050 382 15163 - 7 58 53 C.agg.lbs.3 Sand lbs. 1373 Water lbs. 25 6 gal Placement Area Air Ent.(oz) Location WALLS FIRST LIFT PC-8 AND PC-9 Other(oz) A345 53 1 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY PUMP AND MECHANICALLY X ASTM C143 ASTM C138 CONSOLIDATED SAMPLED AT 9 OF 27 TOTAL X ASTM C1064 ASTM C173 YARDS PLACED W/C 33 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/30/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17723 5/6/2010 7 4x8 12.56 73135 5 820 ZL 2 X ASTM C39 P17723 5/27/2010 28 4X8 ASTM C109 P17723 5/27/2010 28 4X8 ASTM C617 P17723 5/27/2010 28 4X8 X ASTM C1231 P17723 ASTM C780 P17723 Other P17723 P17723 Test Results Remarks FR 120067 Conforming Results Reviewed By W Date Reviewed] to Non-Conforming Codes for Break Types: 1 Cone 2 Cone& Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Revisio 2 Effecliv Dale 12/02/02 The nformabon provided this sport prepared to the cluswe of the client.This sport may of be eprodu ad ny format without the wide perms of the client nd Kr &Associate Krazan &Associates Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl Code P17722 Pour Date 4/29/2010 Report No. 49045 Weather SUNNY Jurisdiction CITY OF PT ANGELES Permit No 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 1 P Cern lbs. 662 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1844 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 20 388 15174 - 4 59 53 C.agg.lbs.3 - Sand lbs. 1394 Water lbs. 25gal Placement Area Air Ent.(oz) Location GRADE BEAMS E-H AND 15-11 4 Other(oz) A340 66 2oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY PUMP AND MECHANICALLY X ASTM C143 ASTM C138 CONSOLIDATED SAMPLED AT 18 OF 54 TOTAL X ASTM C1064 ASTM C173 YARDS PLACED W/C 32 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 4/30/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17722 5/6/2010 7 4x8 12.56 79305 6 310 ZL 2 x ASTM C39 P17722 5/27/2010 28 4X8 ASTM C109 P17722 5/27/2010 28 4X8 ASTM C617 P17722 5/27/2010 28 4X8 X ASTM C1231 P17722 ASTM C780 P17722 Other P17722 P17722 Test Results Remarks FR 120067 Conforming Results Reviewed By W Date Reviewed S-(,-1. Non-Conforming Codes for Break Types. 1 Cone 2. Cone & Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/-8% Form 03101 Re 2 Effectry Date 12/02/02 The nformaho pr wded this report prepared to th clu of the cli rt.This epon may of be eprodu ed ny format without the wntte pe—ssio of the chant nd Kr 9 Associate Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370,(360) 598 2126 Project No. 106-09104 Cyl Code P17727 Pour Date 4/30/2010 Report No. 49046 Weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 1 P Cern.lbs. 662 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1855 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 20 387 15205 - 575 60 56 - C.agg.lbs.3 Sand lbs. 1395 Water lbs. 23 7 gal Placement Area Air Ent.(oz) Location GRADE BEAMS 15-16 AND F-G Other(oz) A340 66 4 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 6 Field Test Methods Remarks PLACED BY BUCKET MECHANICALLY X ASTM C143 ASTM C138 CONSOLIDATED SAMPLED AT 5 OF 5 TOTAL YARDS X ASTM C1064 ASTM C173 PLACED W/C 30 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 5/1/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods - P17727 5/7/2010 7 4x8 1256 69700 5 550 JS 4 x ASTM C39 P17727 5/28/2010 28 4X8 ASTM C109 P17727 5/28/2010 28 4X8 ASTM C617 P17727 5/28/2010 28 4X8 X ASTM C1231 P17727 ASTM C780 P17727 Other P17727 P17727 Test Results Remarks FR 120055 Conforming Results Reviewed By k/ Date Reviewed S-7-lu Non-Conforming Codes for Break Types. 1 Cone 2. Cone& Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revision 2 EffecWe Dale 12/02/02 The nformabo or vided this sport prepared lo the clusne of the cli nt.This sport may of be eprodu ad ny format without the writle permissw of the cli nl nd Kr 6 Associate Krazan&Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360) 598 2126 Project No. 106-09104 Cyl Code P17731 Pour Date 5/3/2010 Report No. 49047 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cern.Ibs. 544 Mix Air Unit F Ash lbs. 122 Slump Temp. Temp. wt. C.agg.lbs.1 1782 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 10 386 15219 - 7 59 48 - C.agg.lbs.3 Sand lbs. 1373 Water lbs. 24 4 gal Placement Area Air Ent.(oz) Location LEVEL 1 WALLS PC-10 PC-6 AND PC-7 other(oz) A345 53 1 oz SAMPLED AT PC-7 BOTTOM LIFT Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 6 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 198 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 PLACED W/C 30 x ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 5/4/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17731 5/10/2010 7 4x8 1256 65250 5,200 ZL 2 X ASTM C39 P17731 5/31/2010 28 4X8 ASTM C109 P17731 5/31/2010 28 4X8 ASTM C617 P17731 5/31/2010 28 4X8 X ASTM C1231 P17731 ASTM C780 P17731 Other P17731 P17731 Test Results Remarks FR 120066 Conforming Results Reviewed By (..ri Date Reviewed S-I -lv Non-Conforming Codes for Break Types. 1 Cone 2: Cone& Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/-8% Form 03101 Revisio 2 Eflectiv Dale 12/02/02 The informatio of video thm epos preps ed to the clu of the cli nt.This eport may of be eprodu ed ny formal without the wrltle permiesio of the client nd Kr Q Assoc ale Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17732 Pour Date 5/3/2010 Report No. 49048 Weather OVERCAST ,jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cern.lbs. 540 Mix Air Unit F Ash lbs. 121 Slump Temp. Temp. Wt. C.agg.lbs.1 1782 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C agg.lbs.2 505 386 15231 - 65 60 48 - C.agg.lbs.3 Sand lbs. 1369 Water lbs. 24 5 gal Placement Area Air Ent.(oz) Location LEVEL 1 WALLS PC-10 PC-6 AND PC-7 Other(oz) 53 1 oz SAMPLED AT E-11 4 other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 90 OF 198 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 PLACED W/C 31 X ASTM C31 other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec d. 5/4/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods - P17732 5/10/2010 7 4x8 1256 71720 5 710 ZL 3 X ASTM C39 P17732 5/31/2010 28 4X8 ASTM C109 P17732 5/31/2010 28 4X8 ASTM C617 P17732 5/31/2010 28 4X8 X ASTM C1231 P17732 ASTM C780 P17732 Other P17732 P17732 Test Results Remarks FR 120066 Conforming Results Reviewed By jt.G � Date Reviewed 5 !o./a Non-Conforming Codes for Break Types. 1 Cone 2 Cone& Split 3 Cone & Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Revision 2 E fecbv Date 12/02/02 The ntormation pfovloed lhla repon prepared to lh chi of the client.Thi.epod may not be prod.ad ny format wnhout the write permisslo of the client nd Kra2a &Asso ate 120063 %QKraZa1 & Associates, Inc FIELD REPORT NO GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 5 S`J a CONTRACTOR: VAI_ sce) PROJECT#• JURISDICTION: PROJECT Ge 5;tG�. PERMIT LOCATION* INSPECTOR. ,6//L Leda�v KRAZAN PROJECT MANAGER. WEATHER. CS`c,' TEMP' _ PJiy t.5/7-fol .4_7e U9�� G l/�r5 6� G7'i a.J O -f t'm131fAP6 %1,"-9T Jz/V61it_7&1,5e5 i. !� d'Frb -rf b, Z), to C, 4,41, /;�Aj4 &W AE6/,ev , A0'Q1TiaN 4(1 '70 �/G .� /��G t V,#k DS /•Uv!'e,GTeo s'yo,e G olwA4 iX-xJ C�e 7C) To �J�JA/� Of= �?1�RGf►' a6', :�o�y .'7�d •c�ic� �s'hPa�.n��8.c� Equipment/Asset Number(s) To the best of my knowledge,the aboveA /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repre'entative Technician. , J) Z"� — This-report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review pr' r to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provide on this report is prepared for the exclusive use of the talent.This report may not be reproduced In any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 '(r aZ;al & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 13 2010 KA Project No. 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. P O Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall Structure Port Angeles,WA Dear Mr Copland. In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. April 2,2010 Cylinder Report No 48983—28 Day Break Cylinder Report No 48986—28 Day Break April 6,2010 Cylinder Report No 48984—28 Day Break April 8, 2010 Cylinder Report No 48813—28 Day Break April 9 2010 Cylinder Report No 48811 —28 Day Break Cylinder Report No 48812—28 Day Break 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. and Enclosures cc: Bob Langberg/langbergb@hswc.com Carl Dominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@kpff.com David Wegner/dwegner@pencol.edu Jean-Claude Letoumeau/is@saarch.com Jim Lierly/Jlierv@ciMo1fpa.us Kaustav Bose/ksb@shanwil.com Lavina Sadhwani/Isadhwani@mka.com Nick Strohmeier/StrohmeierN@hswc.com Paul Cronin/CroninP@hswc.com Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@kpff.com Steve Thomas/sthomas@mka.com Bill Perkins/wip@shanwil.com Tom Gurtowski/TMG@shanwil.com With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 1 Kraian &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17589 Pour Date 4/2/2010 Report No. 48983 weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cern.lbs. 542 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. Wt. C.agg.lbs.1 1787 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1045 73 14518 - 65 56 40 - C.agg.lbs.3 Sand lbs. 1373 Water lbs. 23 5 gals Placement Area Air Ent.(oz) Location PILE CAP #10 WALLS Other(oz) A345 53 1 oz SAMPLED AT LINE D @ 10-11 BOTTOM Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 8 i Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 18 OF 63 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 30 X ASTM C31 other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/3/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17589 4/9/2010 7 4x8 12.56 67050 5,340 ZL 2 X ASTM C39 P17589 4/30/2010 28 4X8 1254 80200 6400 JS 1 ASTM C109 P17589 4/30/2010 28 4X8 12.54 79035 6,300 JS 4 ASTM C617 -- P17589 4/30/2010 28 4X8 1254 80735 6 440 JS 4 X ASTM C1231 P17589 ASTM C780 P17589 Other P17589 P17589 Test Results Remarks FR 119966 X Conforming Results Reviewed By p/ Date Reviewed Non-Conforming Codes for Break Types 1 Cone 2. Cone &Split 3- Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Re 2 Effectiv Dale 12/02/02 The nformatio provided th6 eport is prepared to the clusive of the chant.Thh;eporl may of be eprodu ed ny formal without the writte permis of the cfieM nd Kr 8 Associates Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17589 Pour Date 4/2/2010 Report No. 48986 Weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect client STATE OF WA DEPT OF GA contractor HSW Field Data CYLINDER REPORT 1 Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP 50 1 Cern.lbs. 579 Mix Air Unit F Ash lbs. 100 Slump Temp. Temp. Wt. C.agg.lbs.1 1906 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 05 387 14528 - 575 58 41 C.agg.lbs.3 Sand lbs. 1248 Water lbs. 26 7 gals Placement Area Air Ent.(oz) Location PILE CAPS AT 9/F 10/17 A/5 AND A/6 other(oz) POLY 53 9 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 20 Field Test Methods Remarks PLACED BY PUMP AND CHUTE SAMPLED AT 9 OF 27 X ASTM C143 ASTM C138 TOTAL YARDS PLACED W/C 33 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 4/3/2010 Cyl, Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17589 4/9/2010 7 4x8 12.56 63525 5 060 ZL 2 X ASTM C39 P17589 4/30/2010 28 4X8 1254 79455 6,340 JS 4 ASTM C109 P 17589 4/30/2010 28 4X8 1254 85080 6 780 JS 4 ASTM C617 P17589 4/30/2010 28 4X8 1254 80460 6 420 JS 2 X ASTM C1231 P17589 ASTM C780 P17589 Other P17589 P17589 Test Results Remarks FR 119966 X Conforming Results Reviewed By to/ Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+1-8% Form 03101 R—sio 2 Effective Date 12102/02 The informatio provided this apart a prepa ed to the clu of the ch nt.This eport may of be eprodu ed ny formal vnthuut the writte permisso of the cli nt and Kr 8 As ates. Krazan 8,Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360) 598 2126 Project No. 106-09104 Cyl.Code P17631 Pour Date 4/6/2010 Report No. 48984 weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP 50 1 Cem.lbs. 573 Mix Air Unit F Ash lbs. 101 Slump Temp. Temp. Wt. C.agg.lbs.1 1906 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 25 392 14559 - 475 58 49 -- C.agg.lbs.3 Sand lbs. 1192 Water lbs. 24gal Placement Area Air Ent.(oz) Location PILE CAPS F-11 G-11 Other(oz) POLY 542 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 15 Field Test Methods Remarks PLACED BY CHUTE SAMPLED AT 9 OF 9 yds x ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 W/C 30 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 4/9/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17631 _4/13/2010 7 4x8 1256 64575 5 140 ZL 3 X ASTM C39 P17631 5/4/2010 28 4X8 12.56 77420 6 160 AC 3 ASTM C109 P17631 5/4/2010 28 4X8 1256 76510 6 090 AC 3 ASTM C617 P17631 3/2/2010 28 4X8 1256 80265 6 390 AC 3 X ASTM C1231 P17631 ASTM C780 P17631 Other P17631 P17631 Test Results Remarks FR# 119975 X Conforming Results Reviewed By W1 Date Reviewed Non-Conforming Codes for Break Types, 1 Cone 2 Cone& Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Rewso 2 Effectiv Date 17/02/02 rhe nformabo pr wded IM eporl prepared to the clusme of the client Thi sport may of be eproduced ny format vathout the wnite permm of the cli nt nd Kr d Associate Krazan&Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17622 Pour Date 4/8/2010 Report No. 48813 Weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 1 P Cern.Ibs. 660 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.Ibs.1 1844 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 925 386 14579 - 625 56 42 C.agg.lbs.3 Sand lbs. 1390 Water lbs. 25gal Placement Area Air Ent.(oz) Location GRADE BEAMS PC=10 AND PILE CAP D 6-11 3 Other(oz) 66.2oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY PUMP AND MECHANICALLY X ASTM C143 ASTM C138 CONSOLIDATED SAMPLED AT 18 OF 35 yds X ASTM C1064 ASTM C173 W/C 32 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/9/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17622 4/15/2010 7 48 12.56 70470 5 610 AC 3 X ASTM C39 P17622 5/6/2010 28 4X8 12.56 91265 7,270 ZL 1 ASTM C109 P17622 5/6/2010 28 4X8 1266 92610 7 370 ZL 3 ASTM C617 P17622 5/6/2010 28 4X8 12.56 95065 7 570 ZL 1 X ASTM C1231 P17622 ASTM C780 P17622 Other P17622 P17622 Test Results Remarks FR 119972 X Conforming Results Reviewed By W CO Date Reviewed 00 to Non-Conforming Codes for Break Types. 1 Cone 2. Cone& Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/-8% Form 03101 Re*ion 2 EffecW Date 12/02102 I he nformatio pr video th*eport prepa ad to the clusiv of the ch nt Thi eport may of be eprodu ed ny format without the writa pe—wo of the client nd Kr d Assoaate Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyt.Code P17635 Pour Date 4/9/2010 Report No. 48811 weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual r Weights Weights Supplier FRED HILL Plant No. 3 Site Mix unix No. WC6000 1 Cern.lbs. 539 Mix Air Unit F Ash lbs. 119 Slump Temp. Temp. Wt. C.agg.lbs.1 1778 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 15 64 14665 - 65 59 54 - C.agg.lbs.3 Sand lbs. 1373 Water lbs. 24 2 gals Placement Area Air Ent.(oz) Location WALLS LINE E FROM 14 2 TO 4 4 LINE 15 FROM E Other(oz) A345 52 9 oz TO F SAMPLED AT LINE 15 BOTTOM LIFT Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 5 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 18 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 32 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/10/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17635 4/16/2010 7 4X8 12.62 54555 4 320 JS 3 X ASTM C39 P17635 5/7/2010 28 4X8 1256 76285 6 070 JS 2 ASTM C109 P17635 5/7/2010 28 4X8 12.56 71195 5 670 JS 4 ASTM C617 P17635 5/7/2010 28 4X8 12.56 72250 6 150 JS 4 X ASTM C1231 P17635 ASTM C780 P17635 Other P17635 P17635 Test Results Remarks FR 119961 X Conforming Results Reviewed By W Date Reviewed Non-Conforming Codes for Break Types 1 Cone 2. Cone&Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/-8% Form 03101 Re 2 Effectiv Dale 12/02/02 The nformatio Or wded thi eport is prepa ad to the clu of the ch nt This eport may of be eprodu ed ny formal without the write permissron of the client nd Kr d Ano ate Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360) 598 2126 Project No. 106-09104 Cyl.Code P17634 Pour Date 4/9/2010 Report No. 48812 weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 IP Cern.lbs. 656 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1845 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1215 386 14658 - 55 58 51 - C.agg.lbs.3 sand lbs. 1396 Water lbs. 25 3 gals Placement Area Air Ent.(oz) Location GRADE BEAM LINE H FROM 15 TO 11 Other(oz) POLY 66 1 oz PILE CAP AT H-11 Other(oz) SAMPLED AT H FROM 12-14 Other(oz) Other(oz) Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 18 OF 18 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 32 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 4/10/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17634 4/16/2010 7 4X8 1262 71470 5 560 JS 3 X ASTM C39 P17634 5/7/2010 28 4X8 1256 89870 7 160 JS 2 ASTM C109 P17634 5/7/2010 28 4X8 1256 88780 7,070 JS 2 ASTM C617 P17634 5/7/2010 28 4X8 12.56 89300 7 120 JS 4 X ASTM C1231 P17634 ASTM C780 P17634 Other P17634 P17634 Test Results Remarks FR 119961 X Conforming Results Reviewed By p, Date Reviewed Non-Conforming Codes for Break Types- 1 Cone 2 Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Re 2 EOecuv Date 12/02102 The nformatio pr vided this sport prepared to the clu—use of the client.This eport may of be eprodu ad ny format without the writle permissio of the client nd Kr 8 Assn ate FIELD REPORT NO 120335 ®KraZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE.���� 1 CONTRACTOR.—141640 PROJECT#- JURISDICTION: F4 PROJECT 4o e_ AM411ee PERMIT#• C-91 57- LOCATION INSPECTOR. �j 11Lf��ti�/ KRAZAN PROJECT MANAGER. 1,' ,A0 WEATHER. cSr1.t,2 TEMP- 440 e EMP•4v40e •1,0*e_5 9s-rr Ll TZ9 '7, f �G—/D i��'h�IS '� c"��S c? �5.�4�? /=�"L.t.n eco s••s�. />�iP�'r4� �'i-t�'/ OZZLUZA&moia>.1 Equipment/Asset Number(s) To the best of my knowledge,the abov A /WAS NOT perform > accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Rep entative Technician. -This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final subm' I.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report 1 epared 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 PREPARED 5/13/10 8 28 05 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/13/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 15 2010 10 04 41 AM jlierly PL1 02 4/15/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/20/10 AP April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 'UNDERSLAB PLUMBING AFTERNOON April 20 2010 8 44 58 AM jlierly PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 4/20/10 AP April 20 2010 8 37 57 AM 1pangrle RANDY 360 265 7664 UNDERGROUND PLUMBING MORNING April 20 2010 4 48 40 PM jlierly PL1 04 4/22/10 PB PLUMBING UNDER SLAB 4/22/10 AP April 21 2010_4 30 34 PM pbarthol randy 206 265 7664 April 22 2010 5 00 53 PM pbarthol PL1 05 4/26/10 PB PLUMBING UNDER SLAB 4/26/10 AP April 26 2010 8 40 42 AM pbarthol Randy 360 265 7664 April 26 2010 5 05 47 PM pbarthol PL1 06 /12/10 JLL PLUMBING UNDER SLAB TIME 09 00 5/12/10 AP May 12 2010 8 24 12 AM 1pangrle RICHARD ? 509 3149 UNDERGROUND PLUMBING HE REQUESTED A MORNING INSPECTION May 12 2010 4 10 59 PM jlierly PL1 07 5/13/10 JLL PLUMBING UNDER SLAB TIME 03 00 May 13 2010 8 23 16 AM 1pangrle RICHARD 360 509 3149 UNDERGROUND PLUMBING WEST BUILDING #4 HE REQUESTED A 3 00 PM INSPECTION iCOMMENTS AND NOTES � o� �KraZa1 & Associates, Inc FIELD REPORT NO 120334 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. IA/8 CONTRACTOR: ��� PROJECT#- /®6-®g'/0G= JURISDICTION: Ae-W PROJECT- P&�A-) cge-Le r PERMIT#" n!�?-- LOCATION. INSPECTOR. , /Gc-- a G rp r KRAZAN PROJECT MANAGER. WEATHER. �'��) TEMP" l f�N �'lT� �r1tL 1��7 ` L f�cSf�GT/� Cic'��C�'�Ti� C��i 7✓�.4.i.JC�, ,�,0 Cf>,�ri.-D«a cl 5 fiu�`.Gi�P,,°�'.�,'>•J ��� f'�`c�P,+��+ /`�1���-r��1,�-- ,A.� e- a,C mix Gj-.zsr� of p �^7�/G�•c� /�iU t0 T'�S T� ��f' S".L(o�nfo_ 7'`•�i�Ji���TLt�P� !� ��D nR7- �.f/hPRSS/�.. TATS 7-4 plc, SLS I ,�«. c5��� /°4�c�rrr�s.�'fS �� �'�,�r�PAGr— 1JGt✓c«�.v�s r.�•c90 �<J�6sJG cT��4cP,/GJ��� /Sr©iPT6! >IAJ � •SOF / .9m.$ �•�D ,/�G c5" C�n�O ii�U�Gf ��mA/�lhlG �'i,�,g c. IN S��c-�'�a�c -z� �� P�P�ofPry►,� ,�S Vit? 72— Equipment/Asset Equipment/Asset Number(s) To the best of my knowledge,the abCe�WAS .AS NOT performed in accordance with the approv plans,specifications,and regulatory requirements. Superintendent/Representative Technician CA A�� This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to fin ubmittal:By signinglhis report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this ort 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 -Project No. 106-09104 Cyl.Code P17799 - Pour Date 5/12/2010 Report No. 49062 weather SUNNY Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix unix No. M5070 1 Cem.lbs. 661 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1849 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 00 392 15493 - 475 - 61 - C.agg.lbs.3 Sand lbs. 1390 Water Ibs. 24 8 gals Placement Area Air Ent.(oz) Location GRADE BEAMS A-B AND 2-4 Other(oz) POLY 66 2 oz 1 SAMPLED LOCATION B @ 2-3 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY BUCKET MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 18 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 32 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 5/13/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17799 5/19/2010 7 4X8 1256 74420 5 930 ZL 1 X ASTM C39 P17799 6/9/2010 28 4X8 ASTM C109 P17799 6/9/2010 28 4X8 ASTM C617 P17799 6/9/2010 28 4X8 X ASTM C1231 P17799 ASTM C780 P17799 Other P17799 P17799 Test Results Remarks FR 120334 Conforming Results Reviewed Bye Date Reviewed s ./u Non-Conforming Codes for Break Types. 1 Cone 2 Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 07101 Ra-.o 2 Effectiv Date 12/02102 The nformatio pr Wed Ihis eporl prepa etl to the du of the c6enl Th,s epod may of be eprodu etl ny forma mthout the wribe permission of the di nt nd Kr 6 As ate PREPARED 5/12/10 8 26 29 INSPECTION TICKET PAGE 12 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/12/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 1 PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME 01 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 15 2010 10 04 41 AM jlierly PL1 02 4/15/10 JLL PLUMBING UNDER SLAB TIME 01 00 4/20/10 AP April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 'UNDERSLAB PLUMBING AFTERNOON April 20 2010 8 44 58 AM jlierly PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 4/20/10 AP April 20 2010 8 37 57 AM 1pangrle RANDY 360 265 7664 UNDERGROUND PLUMBING MORNING April 20 2010 4 48 40 PM jlierly PL1 04 4/22/10 PB PLUMBING UNDER SLAB 4/22/10 AP April 21 2010 4 30 34 PM pbarthol randy 206 265 7664 April 22 2010 5 00 53 PM pbarthol PL1 05 4/26/10 PB PLUMBING UNDER SLAB 4/26/10 AP April 26 2010 8 40 42 AM pbarthol Randy 360 265 7664 April 26 2010 5 05 47 PM pbarthol PL1 06 5/12/10 PLUMBING UNDER SLAB TIME 09 00 May 12 2010 8 24 12 AM 1pangrle RICHARD 509 3149 UNDERGROUND PLUMBING HE REQUESTED A MORNING INSPECTION COMMENTS AND NOTES = aZan & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 12,2010 KA Project No 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. PO Box 41012 - Olympia WA 98504 RE. Peninsula College Maier Hall Structure Port Angeles,WA Dear Mr Copland: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. April 13 2010 Cylinder Report No 48810—7 Day Break April 15 2010 Cylinder Report No 48809—7 Day Break April 16,2010 Cylinder Report No 49121 —7 Day Break April 19 2010 Cylinder Report No 48808—7 Day Break April 20 2010 Cylinder Report No 48807—7 Day Break April 22,2010 Cylinder Report No.48805—7 Day Break April 26,2010 Field Report No. 119993 Compaction Report No. 22113 Field Report No. 119992 April 27 2010 Field Report No. 118372 April 28,2010 Field Report No. 118382 April 29 2010 Field Report No. 120067 April 30,2010 Field Report No. 120055 May 3 2010 Field Report No. 120066 May 4 2010 Field Report No. 120065 With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A 9 Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 PENINSULA COLLEGE MAIER HALL STRUCTURE. KA Project No 106-09104 Page No. 2 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 and Enclosures cc: Bob Langberg/langbergb@hswe.com Carl Dominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@kpff.com David Wegner/dwelt er@pencol.edu Jean-Claude Letoumeau/jc@saarch.com Jim Lierly/jliery@cit�ofpa.us Kaustav Bose/ksb@shanwil.com Lavina Sadhwani/lsadhwani@mka.com Nick Strohmeier/StrohmeierN@hswc.com Paul Cronin/CroninP@hswc.com Peter Law/Peter@saarch.com _ Rebekah Weston/rebekah.westori@kpff.com Steve Thomas/sthomas@mka.com Bill Perkins/wip@shanwil.com Tom Gurtowski7;FMG@shanwil.com TMG@shanwil.com Krazan&Associates,Inc. Offices Serving The Western United States Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17660 Pour Date 4/13/2010 Report No 48810 Weather O CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 _ Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix - Mix No. M5070 IP Cem.lbs. 664 Mix Air Unit F Ash Ibs. Slump Temp. Temp. Wt. C.agg.lbs.1 1848 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.Ibs.2 1040 390 14725 - 65 58 50 -- C.agg.lbs.3 Sand Ibs. 1394 ji Water Ibs. 24 5 gals Placement Area Air Ent.(oz) Location GRADE BEAMS AND SLAB ON GRADE Other(oz) POLY 66.2 oz F 9 TO 8 5 AND E TO-E 5 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 27 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 31 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design dirength 5':000 @ 28 days Date Specimens Recd. 4/14/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17660 4/20/2010 7 4x8 12.56 76010 6 050 ZL 3 X ASTM C39 P17660 5/11/2010 28 4X8 ASTM C109 P17660 5/11/2010 28 4X8 ASTM C617 P17660 5/11/2010 28 4X8 X ASTM C1231 P17660 ASTM C780 P17660 Other P17660 P17660 Test Results Remarks FR 119989 Conforming Results Reviewed By Pv Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2. Cone& Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/-8% Form 03101 Revisio 2 Effectiv Date 12/02/02 The nforma0o provided tris reporti prepa ed to the au of the cti nt Thai sport may of be epfoduced ny format w0-1 the wiiffe par—, of the henl d)(w. 8 Assocale Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370, (360) 598 2126 Project No. 106-09104 Cyl.Code P17659 Pour Date 4/15/2010 Report No 48809 Weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix - Mix No. M5070 IP Cem.lbs. 654 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1849 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1250 386 14785 - 65 59 52 -- C.agg.lbs.3 Sand lbs. 1394 Water lbs. 26 3 gals Placement Area Air Ent.(oz) Location WALLS LINE H FROM 11-15 LINE 15 FROM H-G AND other(oz) POLY 66.2 oz LINE G FROM 15-16 other(oz) GRADE BEAM FROM 12-14 other(oz) SAMPLED AT LINE H FROM 11-13 other(oz) Water Added on Job(gals.) 3 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 31 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 33 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/16/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17659 4/22/2010 7 4x8 12.56 71375 5 680 ZL 3 X ASTM C39 P17659 5/13/2010 28 4X8 ASTM C109 P17659 5/13/2010 28 4X8 ASTM C617 P17659 5/13/2010 28 4X8 X ASTM C1231 P17659 ASTM C780 P 17659 Other P17659 P17659 Test Results Remarks FR 119983 Conforming Results Reviewed Bye Date Reviewed Y Z- Non-Conforming Codes for Break Types: 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Rerisio 2 Effective Date 12/02/12 The nformabo provided this eport is prepared to the clu of the cbent.Thm eport may of be eprodu ed ny formal wnhoul the wrote perm awon of the client nd Kr 8 A-tes. Krazan &Associates, Inc. 1230 FINN HILL.RD POULSBO WA 98370,(360)598 2126 Project No. 106-09104 Cyl.Code P17669 Pour pate 4/16/2010 Report No 49121 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C: C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cern.lbs. 537 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. Wt. C.agg.lbs.1 1786 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1245 386 14831 - 7 59 54 - C.agg.lbs.3 Sand lbs. 1369 Water lbs. 23 4 gal Placement Area Air Ent.(oz) Location WALLS SECOND LIFT LINE E FROM 14 2 TO 14 4 AND Other(oz) A345 53 1 oz LINE 15 FROM E TO F Other(oz) SAMPLED AT BOTTOM LIFTS Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY CHUTE MECHANICALLY CONSOLIDATED X ASTM C143 ASTM 0138 SAMPLED AT 9 OF 18 TOTAL YARDS PLACED W/C 30 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector BILL UGOLINI �J Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/17/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17669 4/23/2010 7 4x8 12.56 63675 5 070 ZL 2 X ASTM C39 P17669 5/14/2010 28 4X8 ASTM C109 P17669 5/14/2010 28 4X8 ASTM C617 P17669 5/14/2010 28 4X8 X ASTM C1231 P17669 ASTM C780 P17669 Other P17669 P17669 Test Results Remarks FR 119981 Conforming Results Reviewed By W Date Reviewed Y L3 to Non-Conforming Codes for Break Types. 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/-8% Form 03101 Reveio 2 Effective Date 12102102 The nformation prowded the sport is prepa ed to the clus ve of the client.This aped may of be eproduced ny format vathout the writte permission of the client nd Kr 6 Associate Krazan&Associates Inc. 1230 FINN HILL RD POUILSBO WA 98370 (360)598 2126 Project No. 106-09104 T Cyl.Code P17674� Pour Date 4/19/2010 Report No. 48808 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 IP Cern.lbs. 652 Mix Air Unit F Ash lbs. Slump Temp. Temp. wt. C.agg.lbs.1 1844 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 845 386 14867 - 65 56 53 - C.agg.lbs.3 Sand lbs. 1394 Water lbs. 26 4 gal Placement Area Air Ent.(oz) Location SLAB ON GRADE PC-10 other(oz) POLY 66.2 oz SAMPLED AT 10 8 @ D 5 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 14 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 18 OF 90 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 32 X ASTM C31 Other Inspector BILL UGOLINI - Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/20/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17674 4/26/2010 7 4x8 12.56 68495 5 450 ZL 3 X ASTM C39 P17674 5/17/2010 28 4X8 ASTM C109 P17674 5/17/2010 28 4X8 ASTM C617 P17674 5/17/2010 28 4X8 X ASTM C1231 P17674 ASTM C780 P17674 Other P17674 P17674 Test Results Remarks FR 119979 Conforming Results Reviewed By w Date Reviewed 1( Va-W Non-Conforming Codes for Break Types 1 Cone 2- Cone&Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Revision 2 Effective Date 12/02/02 The nformaho pr vided this eport prepared to the clu— of the client This eport may of be eproduced ny format vnthout the wnt an permai of the client no Kr Q Ass ate 11 Krazan &Associates Inc. 1230 FINN HILL RD POULSBO WA 98370, (360)598 2126 Project No. 106-09104 Cyl. Code P17681 Pour Date 4/20/2010 Report No. 48807 weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 IP Cem.lbs. 656 Mix Air Unit F Ash lbs. Slump Temp. Temp. wt. C.agg.lbs.1 1849 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1255 387 14899 - 6 58 50 C.agg.lbs.3 Sand lbs. 1390 Water lbs. 26 0 gals Placement Area Air Ent.(oz) Location MECH ROOM WALLS E 0 E 5 7 5 AND 8 0 Other(oz) POLY 66 2 oz GRADE BEAMS AND PILE CAPS G 5@7 5 AND G 5@8 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY CHUTE AND PUMP MECHANICALLY X ASTM C143 ASTM C138 CONSOLIDATED SAMPLED AT 9 OF 22 TOTAL YARDS X ASTM C1064 ASTM C173 PLACED W/C 32 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 1000 @ 28 days Date Specimens Rec'd. 4/21/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17681 4/27/2010 7 4x8 1256 68915 5 490 ZL 3 X ASTM C39 P17681 5/18/2010 28 4X8 ASTM C109 P17681 5/18/2010 28 4X8 ASTM C617 P17681 5/18/2010 28 4X8 X ASTM C1231 P17681 ASTM C780 P17681 Other P17681 P17681 Test Results Remarks FR 119977 Conforming Results Reviewed By k Date Reviewed #-y9,u/ Non-Conforming Codes for Break Types. 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Re 2 Effectw Date 12/02/02 rhe nformatio pr wded this sport Pieria ed to the clusive use of the Ghent.This sport may of be eprodu ed ny formal without the wrihe perms of the client no Kr B Ass. ate Krazan&Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370,(360)598 2126 Project No. 106-09104 Cyl.Code P17682 Pour Date 4/22/2010 Report No. 48805 weather SUNNY Jurisdiction CITY OF PT ANGELES Permit No. 09-484 _ Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cern.lbs. 540 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. Wt. C.agg.lbs.1 1791 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 25 387 14969 - 7 61 55 C.agg.lbs.3 Sand lbs. 1373 Water lbs. 24 4 gal Placement Area Air Ent.(oz) Location WALLS THIRD LIFT LINE E FROM 14 2 TO H 4 LINE Other(oz) A345 53 1 oz 15 FROM E TO F Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 5 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 22 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 31 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/23/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17682 4/29/2010 7 4x8 1256 55620 4 430 ZL 5 X ASTM C39 P17682 5/20/2010 28 4X8 ASTM C109 P17682 5/20/2010 28 4X8 ASTM C617 P17682 5/20/2010 28 4X8 X ASTM C1231 P17682 ASTM C780 P17682 Other P17682 P17682 Test Results Remarks FR 119995 Conforming Results Reviewed By W Date Reviewed y yg-�� Non-Conforming Codes for Break Types: 1 Cone 2: Cone&Split 3. Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Rewsio 2 Effective Date 12102/02 The nformation provided this¢portis prepared fo the clusive of the ch nl.This eport may of Oe eprodu ed ny format without the wrihe perm—io of the client nd Kr 8 A—aces. dMAKraz` n & Associates, Inc FIELD REPORT NO GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 'g �r 16 CONTRACTOR: PROJECT#' /O� (��l4 JURISDICTION: PROJECT' 1 �24,-4f <L PERMIT#• O�'�'4- F4 LOCATION /9 INSPECTOR. KRAZAN PROJECT MANAGER. ���'aB WEATHER. (f:7) C-1 TEMP' j'd O A2616415 � 99-f 5 —1-967-A-.JC y uS,0e�> 14 /7S-v �, /���/�r3 v9--- 7,c� �- oT T/>` A '•t-/c'A�3 C. CACP/,r2�r.��n�F'� �S��s ��arL•25'i:� f�,���`' �.� l I!� 7'-�'�P �S/��G�='/Ca IR/l 6 Equipment/Asset Number(s) j 2 K3 To the best of my knowledge,the above AS NOT performed in accordance with:the approved plans,specifications,and regulatory requirements. Superintendent/Representative Technician n 420/1 This report indicates our Inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior t nal submittal.By signing this report.our inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others on site. The Information provided on is 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:41=2009 COMPACTION K zan & Associates , Inc REPORT NO 22113 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: �,,--�G l(D CONTRACTOR: 1s� PROJECT#- J�Gr 05 `V ex PERMIT NO: 0�J PROJECT /� '�1 4—_,2e-6- ZV/9/100 AfCC- INSPECTOR: ��p� LOCATION: / A- JURISDICTION: /LP-109 KRAZAN PROJECT MANAGER: 100-127 WEATHER: Obi TEMP: S� 5 ❑ WASHINGTON DENSOMETER ❑ SANDCONE NUCLEAR TEST ❑ OTHER t� LOCATION MAP N ❑ Paved Areas (circle one) Sub/Agg/Asphalt ❑ Building Pad (s) ❑ Other 2 t ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Curve Unified Soils Classification Max Dry Opt Density Moisture yJJ i� •�1T�P i� Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction I , evvt- 753 'F / l Z 9p q�s _ 7r7 l0 92. g � 04 -7 1/,,3 92— Curve Test Method:. This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future Map Location: ��/s construction activities or rainfall events.The compaction tests were performed at the approximate ❑Attached Daily Avg.Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities 1717vertical limits of the compacted area were determined by others.Our fine does not guarantee earthwork Daily Avg.Std Count moisture 15—/7 or paving construction,nor does our work relieve the contractor's responsibility to conform to the r7 Gauge# approved project plans and specifications. ! ��.3 To the best of my knowledge,the abov WAS PWAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: n Serving the Western United States 1501 Compactio Report.doc Re 1 Ef ectiv Date:11/3/06 The information In ided on this report is prepared for the exclusive use of die cli nt This report may not be reproduced in any format without the written permissi of the client and Krazen&Ass atm. v�,, FIELD REPORT NO } �IMUZa1 & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. '7— �— �� CONTRACTOR: ff5i�<? PROJECT JURISDICTION: 110 PROJECT- ZAR9/l1 e-10C-6- IJ1ft/ PERMIT* LOCATION INSPECTOR: KRAZAN PROJECT MANAGER. WEATHER: A TEMP- !n5" w 22:2 Xx ��r-r &H 4'X-4 725; Equipment/Asset Number(s) To the best of my knowledge,the abovGW . WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Represenative Technician./A�' P I This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review priornal submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on,t is 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 FIELD REPORT NO. 8 3.f 2 �KXaZa1 & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE a7-/D CONTRACTOR: PROJECT#• JURISDICTION: /�•�, PROJECT /f°�tAUn) �'�G.L ,rZliX�P PERMIT# LOCATION. /o INSPECTOR. KRAZAN PROJECT MANAGER. WEATHER. TEMP- %5-Z7 S ,�,,J L5-/7-f, Jw'0S10 GTip�J 0,0 W 4ti 5 /cif G='PcrD �d 7 �G /JL?G i�I+0 77� 7—,WI S PD/^J-r, 4r'71-C C5'%15-21-4- 72-2 5-21-4- 7a X00,04 Ag',q- 8 c-F— e—O'Li a6 cSfG.V I\1-r- Equipment/Asset Number(s)- A) lawezgori�5 To the best of my knowledge,the abov /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative Te ' i '�D w - , This report indicates our inspector's observation and testing results based on the site condition and contractors activities.This Information is subject to prior to final submittal.By signing this report,our re Inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information vided 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 � �7 FIELD REPORT NO 11 �8 311 X _-- aZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 4' ?,;?- /h CONTRACTOR: PROJECT#' l fl G"001/O!Y- JURISDICTION: - PROJECT' IA!:!-J Cat-,— WA't 46e Z4VGL PERMIT#' Gam} LOCATION ZA- s. INSPECTOR. �2/44- KRAZAN PROJECT MANAGER. '�''�t-3 d WEATHER: 8 C'iy�i���+J TEMP' .5" 'gee J9/—VD = 7 K� � G ;. "Vely e rn Zbc"ae /--o /e/op, f Equipment/Asset Number(s) To the best of my knowledge,the above 'A /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative Technician. - This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The 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 Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:41=009 KraZan & Associates, Inc FIELD REPORT NOe ° l -� 'I GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 4 Q? d CONTRACTOR: Alsu/ PROJECT# L/)6—0�f!D-7- JURISDICTION: PROJECT ANAi YJn�!Q�t� / PERMIT#• C9 9-4- eA- LOCATION AW INSPECTOR. �✓��- �i KRAZAN PROJECT MANAGER: �'J� WEATHER: TEMP• QIJ 027-0, N,0 40e07/10 q 0,25 .4, fir»-i iy ce � /",®a 01! BYAget.n 1CWnm E T y XA)D /5 TMJ 16¢. GeAJcRog i-15, /21/3ze•do y Za�ZAw,&" / vo .;;;,VeGi-,ehW/c�r�. 1-/r3 — 0,47-1 Z0 7W 5'4//°P<��� f3Y • O /��L c— /YIi4T�fZi�//�7•C.5 . CSA9.� CS"f�ir�/�.�3_ 6`�=13DT/1 �,�/.t'� �.ti��P�- _G�5+✓ � .SST or' .�.9Gf/ �J'1 /'u �� �—TEST- GYM/J�'J��S. ASF GVki L3 e Ts: �zlT /moo t=BGL OGC� /gay %S �IAJ41- g6157--Y1X-)6 4?�?71-dJ RRIOW cet,<; /SuD Equipment/Asset Number(s) To the best of my knowledge,the abo a WAS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Re ntative Technician This report indicates our Inspector's observation and testing results based on the site condition and contractors activities.This information is subject to reviewp r to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provide 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/2212009 =" FIELD REPORT NO . �Krazan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. t�©''�� CONTRACTOR: PROJECT#• �� JURISDICTION: /�/7 PROJECT PERMIT#- L am— f'-CT9�- LOCATION ��'/I INSPECTOR. )6140- KRAZAN PROJECT MANAGER. WEATHER. c!5-&'/Q TEMP- c5r O' flAj L 7 T, ew" 4 0�c1'e 1°l_ --/o 1"e'14!✓ %':",f6 r- �rT 2fg&&W110/1J C,-0,B.0f e:e�Lj 7-0*9-c T IDeC OA-17:5 _ e,"® k-)?mac r2s-.e rzn tOPId�?A�% ©6 S-fP// D AA-,IQ G o ��'- '�S c,":Z, /W/k �c./P,PiAe 10Y Equipment/Asset Number(s) To the best of my knowledge,the abov A WAS NOT performed in accordance with the appr ved plans,specifications,and regulatory requirements. Superintendent/Representative Technician I This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final bmittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this re rt 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 -'KraZa1 & Associates, Inc FIELD REPORT NO GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. .53 /U CONTRACTOR: tyS PROJECT#- 1,06-eGJ /04 JURISDICTION: PROJECT- AAAI t, es–de..,, 4e lK A4,514 C. PERMIT#- ©g''/-8� LOCATION ®1:7i'9 INSPECTOR. KRAZAN PROJECT MANAGER. Z)` 7'e WEATHER. TEMP- .7-/'J EMP.7-//'a U d(/S ���5 flrP,.> /�% C'–��y C�e�T �J/�G r�r C�'�— �.,��c, r� �'•4�c D .bY �1in /' ,o ���ow!P.y C.¢Gc.xyf8 �A W7 ©BSAPv ,� l•�r� ®/= sf� ViA0eas ©r= r�I x d -4 /AW ,8Y t� &ie e- 7`1P/.94 S _ 1 600 g&922 61,e,S Gc9A� 72�� ffiJD 7'06T0Ab ?-Ole G� is — 7- G Y,c10-93e51 cL a e ,Z�g ��s5? L- //7644r-z 7-5160 zRoe L C--i2 '/77 �c�� Equipment/Asset Number(s) To the best of my knowledge,the abovl j /WAS NOT performed in accordance with the approv d lans,specifications,and regulatory requirements. Superintendent/Representative Technician � 4 Al� This report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final hmittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others on site. The information provided on this r 0rt 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 lama & Associates, Inc FIELD REPORT NO , GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. .5- 4-16 CONTRACTOR: ly5czj PROJECT#- ©qZQf= JURISDICTION: ' /Px PROJECT / G(, PERMIT#- LOCATION INSPECTOR. /LL CJe56r—/,J,1 KRAZAN PROJECT MANAGER: Z2226 WEATHER. Z /flAJ TEMP- �7 dfJ SSi7�9- f%D,eI / z- i/vs���cTi lam�i�c�Ti�inf ��G �i�� ld,.y7-fiyL/i�� //J�'P��.�T«-•J � r= ��,.����rte, s�'l.�c��•�sc/�T; By *0%9G1nr6 4140, /We-, l'OOo, l S::r�v//Fw toy `"R040 ///cc- WAS //G L, �.(.�.AS 7W1-<0' iJ /9P� 7'05 i-tD liP / w'.�=�" I/:- 4-,rd 7'95'T �Yd�/rIAT/anl , AQP6 ell-YX ©F �/�m/'��S 5/6�,,) -7V5-7S ?-6 Oe �- ��►l 4,0a, 52 &J1A-)t;S io,P .119-1 � Iqoca/P. Equipment/Asset Number(s) To the best of my knowledge,the aboveeentative WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repr Technician. �' 1P This report indicates our Inspector's observation and testing results based on the site condition and contractors activities.This Information is subject to review prior to fi submittal.By signing this report,our inspector does not accept responsibility for validty of the results.Some Information on this report may have been provided by others on site. The 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 Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 Krazan &Associates, Inc. 1230 FINN HILL RD POLILSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17782 Pour Date 5/11/2010 Report No. 49061 weather SUNNY Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 _ Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. GC6000 1 Cern.lbs. 539 Mix Air Unit F Ash lbs. 118 Slump Temp. Temp. Wt. C.agg.lbs.1 1782 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 00 391 15452 - 7 61 57 C.agg.lbs.3 Sand lbs. 1378 Water lbs. 25 5 gals Placement Area Air Ent.(oz) Location SECOND LEVEL WALLS PC-6 AND PC-7 Other(oz) A345 53 3 oz SAMPLED AT B LINE SECOND LIFT Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 12 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 63 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 32 X ASTM C31 Other inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 5/12/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17782 5/18/2010 7 4X8 12.56 50980 4 060 AC 5 X ASTM C39 P17782 6/8/2010 28 4X8 ASTM C109 P17782 6/8/2010 28 4X8 ASTM C617 P17782 6/8/2010 28 4X8 X ASTM C1231 P17782 ASTM C780 P17782 ` Other P17782 P17782 Test Results Remarks FR 120059 Conforming Results Reviewed By V4, Date ReviewedS/g Non-Conforming Codes for Break Types. Co1 Cone 2 Cone& Split 3: Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertain s. ASTM C-39+/-8% Form 03101 Revisio 2 Effectve Dale 12/02/02 1'he nformado pr wded thio epon is prepared to the clu of the client.This open may at be eprodu ed ny formal vothout the writhe permission 01 the chant nd Krazen 6 NSSOGaIe FIELD REPORT NO- 120059 aZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. ���/'�/� CONTRACTOR: A/I's u� PROJECT JURISDICTION: _ PROJECT' /�2�' � CiiGL W,419j{ &,6z� PERMIT#' b 2— 15&Py-- LOCATION. 0 C001,�," INSPECTOR: /L.� ��1;a/-/s.i/ KRAZAN PROJECT MANAGER. 'g7'f79,y WEATHER. TEMP' 5-7 41.J ',�7 L ADP Lif����GT/G r' C.E" i cS ���✓�G� �•P�� or Cr.e�" �.U.�t..c_ s, ��c .tom �'L �G-r' �� - 7 '' 7DI��3�P�sn S. .0 lJrf 1-/ X ern a o4 1,00 Ae 7V!% ������.9,•��� � 5'.� C7 ,5t/ s� �4-/.moo 4-V 41M�2 'Ocic,L cif�raPiA< S D�9}�7�f,P,� ' SC�,Cr� o� Cern n��ssi�jJ 74-f52:X 727 �dA4 oeJ ZA � gd�l Equipment/As,set Number(s) To the best of my knowledge,the e W /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Rep entative Technician -J 4� This report Indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to finals mittai.By signing this report.our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this re Is prepared far the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT2009.doc EFFECTIVE:4/22/2009 =- aZan & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 11 2010 KA Project No. 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. PO Box 41012 - Olympia WA 98504 RE. Peninsula College Maier Hall Structure Port Angeles,WA Dear Mr Copland. In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. March 24 2010 Cylinder Report No.47481 —28 Day Break Cylinder Report No 47482—28 Day Break Cylinder Report No 47483—28 Day Break Cylinder Report No 47484—28 Day Break March 26,2010 Cylinder Report No 47479—28 Day Break Cylinder Report No 49122—28 Day Break March 29 2010 Cylinder Report No 47480—28 Day Break Cylinder Report No 48981 —28 Day Break Cylinder Report No 48989—28 Day Break March 30 2010 Cylinder Report No.48799—28 Day Break April 1 2010 Cylinder Report No 48987—28 Day Break Cylinder Report No 48988—28 Day Break With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126 9 Fax: (360)598-2127 PENINSULA COLLEGE MAIER HALL STRUCTURE. KA Project No 106-09104 Page No 2 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 and Enclosures cc: Bob Langberg/langbergb@hswc.com Carl Dominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@kpff.com David Wegner/dwever@pencol.edu Jean-Claude Letoumeau/is@saarch.com Jim Lierly/iliery@cityofpa.us Kaustav Bose/ksb@shanwil.com Lavin Sadhwani/lsadhwani@mka.com NickStrohmeier/StrohmeierN@hswc.com Paul Cronin/CroninP@hswc.com Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@knff.com Steve Thomas/sthomas@mka.com Bill Perkins/win@shanwil.com Tom Gurtowski/TMG@shanwit.com Krazan&Associates, Inc. Offices Serving The Western United States Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360) 598 2126 Project No. 106-09104 Cyl.code P1.7565 Pour Date 3/24/2010 Report No. 47481 weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 _ Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP50 1 Cern.lbs. 573 Mix Air Unit F Ash lbs. 99 Slump Temp. Temp. Wt. C.agg.lbs.1 1915 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 750 392 14306 55 55 38 - C.agg.lbs.3 Sand lbs. 1181 Water lbs. 26 gal Placement Area Air Ent.(oz) Location PILE CAP 10 Other(oz) A340 54 oz SAMPLE LOCATION E@11 - FIRST LIFT other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks SAMPLED 22 OF 372 TOTAL YARDS PLACED X ASTM C143 ASTM C138 W/C 32 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector KAMERON BINNS Laboratory Data esign Strength 5 000 @ 28 days Date Specimens Recd. 3/25/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17565 3/31/2010 7 48 12.56 72150 5 740 ZL 3 X ASTM C39 P17565 4/21/2010 28 4X8 12.56 90620 7,210 AC 5 ASTM C109 P17565 4/21/2010 28 4X8 12.56 90655 7,220 ZL 5 ASTM C617 P17565 4/21/2010 28 4X8 12.56 90285 7 190 ZL 3 X ASTM C1231 P17565 ASTM C780 P17565 Other P17565 P17565 Test Results Remarks FR# 117304 X Conforming Results Reviewed Byk Date Reviewed Non-Conforming Codes for Break Types 1 Cone 2. Cone& Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revwio 2 Effective Date 12102/02 The information provided this eport is prepa ad to the elusive of the cli nt.Thot sport may of be eproduced in ny format vilhout the writte permi—o of the client and Kr &Assoc ate Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370,(360)598 2126 Project No. 106-09104 Cyl.Code P17562 Pour Date 3/24/2010 Report No 47482 Weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No 09-484 _ Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP50 1 Cern.lbs. 571 Mix Air Unit F Ash Ibs. 100 Slump Temp. Temp. Wt. C.agg.Ibs.1 1919 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 955 391 14326 - 5 58 50 C.agg.Ibs.3 Sand lbs. 1201 Water Ibs. 25 gal Placement Area Air Ent.(oz) Location PILE CAP 10 Other(oz) A340 54 2 oz SAMPLE LOCATION E@8 5 FIRST LIFT Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks SAMPLED 10 OF 372 TOTAL YARDS PLACED X ASTM C143 ASTM C138 W/C 32 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector KAMERON BINNS Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 3/25/2010 Cyl. Test Field l Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17562 3/31/2010 7 4x8 12.56 76965 6 130 ZL 5 X ASTM C39 P17562 4/21/2010 28 4X8 12.56 90645 7,220 ZL 5 ASTM C109 P17562 4121/2010 28 4X8 12.56 92840 7 400 ZL 5 ASTM C617 P17562 4/21/2010 28 4X8 12.56 94290 7 510 ZL 3 X ASTM C1231 P17562 ASTM C780 P17562 Other P17562 P17562 Test Results Remarks FR# 117304 X Conforming Results Reviewed By W Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2 Cone& Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Re 2 Effective Date 12/02/02 The nformatio prodded this sport is prepared to the clusive of the client.This eporl may of be eprodu ed ny formal without the cantle permis of the client nd Kr 6 Awe ate Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17563 Pour Date x/24/2010 Report No. 47483 weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No 09-484 _ Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP50 1 Cem.lbs. 580 Mix Air Unit F Ash lbs. 100 Slump Temp. Temp. Wt. C.agg.lbs.1 1925 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 11 48 383 14345 - 55 58 48 C.agg.lbs.3 Sand lbs. 1186 Water lbs. 25 gal Placement Area Air Ent.(oz) Location PILE CAP 10 Other(oz) A340 54 2 Oz SAMPLE LOCATION D@9 - SECOND LIFT Other(oz) Other{oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks SAMPLED 205 OF 372 TOTAL YARDS PLACED X ASTM C143 ASTM C138 W/C 30 X ASTM C1064 ASTM C173 X ASTM C31 Other inspector KAMERON BINNS Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 3/25/2010 Cyl Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17563 3/31/2010 7 4x8 1256 75585 3 020 ZL 1 X ASTM C39 P17563 4/21/2010 28 4X8 1256 90085 7 170 ZL 1 ASTM C109 P17563 4/21/2010 28 4X8 1256 86180 6 860 ZL 3 ASTM C617 P17563 4/21/2010 28 4X8 12.56 86255 6 870 ZL 5 X ASTM C1231 P17563 ASTM C780 P17563 Other P17563 P17563 Test Results Remarks FR# 117304 X Conforming Results Reviewed By W Date Reviewed Non-Conforming Codes for Break Types. 1 Cone 2. Cone& Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/-8% Form 03101 Revision 2 Effee6v Date 12/02/02 The nformabo pr vided this sport prepared for the clusly of the client.This eport may of be eproduced ny format without the wrste permission of the cirent nd Kr 8 Associate Krazan S Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370, (360)598 2126 Project No. 106-09104 Cyl.Code P 17564 Pour Date 3/24/2010 Report No. 47484 weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 _ Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP50 1 Cern.lbs. 580 Mix Air Unit F Ash lbs. 100 Slump Temp. Temp. wt. C.agg.lbs.1 1915 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 21 71 14356 - 5 62 49 - C.agg.lbs.3 Sand lbs. 1184 Water Ibs. 24 gal Placement Area Air Ent.(oz) Location PILE CAP 10 Other(oz) A340 54.2 oz SAMPLE LOCATION E@12 - TOP LIFT Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks SAMPLED 274 OF 372 TOTAL YARDS PLACED X ASTM C143 ASTM C138 W/C 30 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector KAMERON BINNS Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 3/25/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17564 3/31/2010 7 4x8 12.56 65710 5,230 ZL 5 X ASTM C39 P17564 4/21/2010 28 4X8 12.56 83625 6 660 ZL 1 ASTM C109 P17564 4/21/2010 28 4X8 12.56 81480 6 490 ZL 3 ASTM 0617 P17564 4/21/2010 28 4X8 12.56 83775 6 670 ZL 3 X ASTM C1231 P17564 ASTM C780 P17564 Other P17564 P17564 Test Results Remarks FR# 117304 X Conforming Results Reviewed By�-j Date Reviewed Non-Conforming Codes for Break Types. 1 Cone 2. Cone& Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/-8% Form 03101 Revivo 2 Effectnre Date 12102102 The nformatio provided this eport prepared to the clusrve of the client.Ty1rs eporl may of oe eprodu ed ny format without the while per—sion of the client nd Kr &Associate Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo WA 98370 (360)-598-2126 Project No. 106-09104 Cyl.Code P17576 Pour Date 3-26-2010 Report No. 47479 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 — Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data Site Mix Reported Batch Data Supplier FRED HILL Plant No. 3 Cement Type 1-II i Design Actual X i Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other unix No. SP50 1 Conc. Air Cern.lbs. 576 Temp. Temp. Unit F Ash lbs. 99 Time Truck# Ticket# %Air Slump (F) (F) wt. 0927 386 14387 - 525 57 51 C.agg.lbs. 1915 C.agg.lbs.2 - C.agg.lbs.3 - Sand lbs. 1188 Water 24gal Placement Area Admixture POLY 54 2oz i Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other X Air Ent.(oz/cwt.) - Grids PILE CAPS F-9 F-10 Water Added on Job(gals.) Field Test Methods Remarks PLACED BY CHUTE SAMPLED AT 9 OF 18 YARDS ASTM C143 M ASTM C138 p ASTM C1064 N ASTM C173 ❑ TOTAL. ASTM C31 ® Other W/C 30 - Inspector BILL UGOLINI Reviewed By Laboratory Data Design Strength 5000 Date Specimens Recd. 3-27-2010 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str (psi) Set# By Type ASTM C39 P17576- 04/02/10 7 4X8 1260 58970 4 680 AC 5 ASTM C109 ❑ P17576- 04/23/10 28 4X8 1256 76800 6 110 ZL 1 ASTM C617 ❑ ASTM C1231 P17576- 04/23/10 28 4X8 1256 78830 6,280 ZL 5 ASTM C1019 ❑ P17576- 04/23/10 28 4X8 1256 80150 6 380 ZL 2 Other P17576- Compressive X P17576- Flexural P17576- — -- - Test Results P17576- X Conforming Remarks FR# 119954 Non-Conforming Results Results Reviewed By KI Date Reviewed y''l-; l!1 Codes for Break Types. 1 Cone11 2. Cone&Split0 3. Cone&Shear E 4 Shear11 5.Columnar(Split) Krazan & Associates, Inc 1230 Finn Hill Rd NW Suite A, Poulsbo WA 98370 (360)-598-2126 Project No. 106-09104 Cyl.Code P17577 Pour Date 3-26-2010 Report No. 49122 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No 09-484 — Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect client STATE OF WA DEPT OF GA Contractor HSW Field Data Site Mix Reported Batch Data Supplier FRED HILL Plant No 3 cement Type LEHIGH 1-11 Design Actual X Concrete X Mortar Grout Flex Beams Mix No. M5070 1P Prisms Grouted Ungrouted Other Conc. Air Cem.lbs. 660 Temp. Temp. Unit F Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) Wt. 1040 387 14386 - 625 57 51 - C agg.lbs. 1835 i C.agg.lbs.2 - i C agg.lbs.3 - Sand lbs. 1394 —-- – - Water 26 6gal Placement Area Admixture POLY 66 2oz Footings Walls Columns Grade Beams Other - Slab/Deck Slab X Pilings Other _ Air Ent.(oz/cwt.) Grids ELEVATOR PIT SLAB ON GRADE Water Added on Job(gals.) 15 Field Test Methods Remarks PLACED BY BUCKET AND CHUTE SAMPLED 9 OF 9 ASTM C143 ® ASTM C138 ❑ ASTM C1064 ® ASTM C173 ❑ YARDS TOTAL AND MECHANICALLY ASTM C31 ® Other CONSOLIDATED W/C 34 - - - Inspector BILL UGOLINI Reviewed By Laboratory Data Design Strength 5000 Date Specimens Recd. 3-27-2010 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code- Date Age Dim. Area Load Str (psi) set# By Type ASTM C39 P17577 04/02/10 7 4X8 1260 76200 6 050 AC 2 ASTM C109 ❑ P17577 04/23/10 28 4X8 1256 93465 7 440 ZL 5 ASTM C617 ❑ ASTM C1231 P17577 04123/10 28 4X8 1256 90475 7200 ZL 2 ASTM C1019 ❑. P17577 04/23/10Other 28 4X8 1256 91805 7 310 ZL 5 , P17577 Compressive X P17577 Flexural P17577- Test Results P17577 X Conforming Remarks FR# Non-Conforming Results Reviewed By Date Reviewed y-L6 Id Codes for Break Types: 1 Cone11 2 Cone&Split 0 3 Cone&Shear11 4 Shear E 5.Columnar(Split) Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370, (360)598 2126 Project No. 106-09104 Cyl.Code P17582 Pour Date 3/29/2010 Report No. 48980 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP 501 Cern.Ibs. 570 Mix Air Unit F Ash Ibs. 101 Slump Temp. Temp. Wt. C.agg.Ibs.1 1901 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 850 386 14401 -- 5 56 46 -- C.agg.lbs.3 Sand Ibs. 1188 Water Ibs. 23 4gal Placement Area Air Ent.(oz) Location PILE CAP# 7 Other(oz) POLY 54 2oz Other(oz) SAMPLED AT B-3 BOTTOM LIFT Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY CHUTE AND MECHAINCALLY ASTM C143 x ASTM C138 CONSOLIDATED SAMPLED 18 OF 132 YARDS ASTM 01064 x ASTM C173 W/C 30 ASTM C31 x Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 3/30/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17582 4/5/2010 7 4x8 1256 58795 4 680 AC 3 X ASTM C39 P17582 4/26/2010 28 4X8 1256 96205 7 660 ZL 1 ASTM C109 P17582 4/26/2010 28 4X8 12.56 98820 7 870 ZL 5 ASTM C617 P17582 4/26/2010 28 4X8 12.56 100135 7 970 ZL 1 X ASTM C1231 P17582 ASTM C780 P17582 Other P17582 P17582 Test Results Remarks FR# 119953 X Conforming Results Reviewed By Date Reviewed y-14-W Non-Conforming Codes for Break Types: 1 Cone 2: Cone&Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 .Re 2 EflecW Date 12/02/02 The nformat o p1 vded n this epod is prepared to the dum of the chem.Thm Spon may of be epm,odu ed ny(. t Mthout the.6tte pe, of the Glint rtd K, 8 Ass ale Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360) 598 2126 Project No. 106-09104 Cyl.Code P17583 Pour Date 3/29/2010 Report No. 48981 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP 50 1 Cern.lbs. 526 Mix Air Unit F Ash lbs. 100 Slump Temp. Temp. Wt. C.agg.lbs.1 1906 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1035 63 14408 -- 5 58 48 -- C.agg.lbs.3 Sand lbs. 1192 Water lbs. 248 Placement Area Air Ent.(oz) Location PILE CAP # 7 Other(oz) POLY 54 2oz Other(oz) SAMPLED AT B-3 5 MID LIFT Other(oz) Other(oz) Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY CHUTE AND MECHAINCALLY ASTM C143 x ASTM C138 CONSOLIDATED SAMPLED 63 OF 132 YARDS ASTM C1064 x ASTM C173 W/C 30 ASTM C31 x Other inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 3/30/2010 Cyl. Test Field Max. Comp Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17583 4/5/2010 7 4x8 1256 67070 5 340 AC 3 X ASTM C39 P17583 4/26/2010 28 4X8 1256 90120 7 180 ZL 3 ASTM C109 P17583 4/26/2010 28 4X8 12.56 91655 7 300 ZL 5 ASTM C617 P17583 4/26/2010 28 4X8 12.56 92205 7,340 ZL 3 X ASTM C1231 P17583 ASTM C780 P17583 Other P17583 P17583 Test Results Remarks FR# 119953 X Conforming Results Reviewed By W Date Reviewed Non-Conforming Codes for Break Types 1 Cone 2: Cone& Split 3- Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Revisio 2 Effective Date 12/02/02 The ntormaho pr vnded this eporl prepa ad to the clusive of the ch nl.This sport may of be eproduced ny formal wdhoul the wane permis of the ch nl nd Kr 8 Assacmte Krazan &Associates Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 'Project No. 106-09104 Cyl.Code P17581 Pour Date 3/29/2010 Report No. 48989 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cern lbs. 541 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. Wt. C.agg.Ibs.1 1786 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 000 383 14419 -- 625 58 48 -- C.agg.lbs.3 Sand Ibs. 1369 Water lbs. 24 1 gal Placement Area Air Ent.(oz) Location WALL LINE 7 5 FROM E-F Other(oz) A345 53 1 oz Other(oz) SAMPLED AT BOTTOM LIFT Other(oz) Other(oz) Water Added on Job(gals.) 15 Field Test Methods Remarks PLACED BY BUCKET AND MECHAINCALLY ASTM 0143 x ASTM 0138 CONSOLIDATED SAMPLED 9 OF 18 YARDS ASTM C1064 x ASTM C173 W/C 30 ASTM C31 x Other Inspector BILL UGOLINI / Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 3/30/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17581 4/5/2010 7 4x8 1256 77590 6 180 AC 3 x ASTM C39 P17581 4/26/2010 28 4X8 12.56 93650 7 460 ZL 2 ASTM 0109 P17581 4/26/2010 28 4X8 12.56 90945 7,240 ZL 3 ASTM C617 P17581 4/26/2010 28 4X8 1256 93245 7 420 ZL 5 X ASTM C1231 P17581 ASTM C780 P17581 Other P17581 P17581 Test Results Remarks FR# 119953 X Conforming Results Reviewed By /,,, Date Reviewed Non-Conforming Codes for Break Types. 1 Cone 2. Cone& Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties- ASTM C 39+/-8% Form 03101 Re 2 Effectwe Date 12/02/02 The nforma0o pr vided the sport is preps ad to the clu of the client.This sport may of be eprodu ed ny formal without the writte permis of the cli nt nd Kr d Assocwles. Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360) 598 2126 Project No. 106-09104 Cyl.Code P17624 Pour Date 3/30/2010 Report No. 48799 weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. GP50 1 Cem.lbs. 579 Mix Air Unit F Ash lbs. 99 Slump Temp. Temp. Wt. C.agg.Ibs.1 1915 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1245 392 14434 - 55 58 48 - C.agg.lbs.3 Sand lbs. 1190 Water lbs. 24 0 gals Placement Area Air Ent.(oz) Location PILE CAPS B5 AND B6 SAMPLED AT PILE CAP B6 other(oz) POLY 54 3 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) J Field Test Methods Remarks PLACED BY CHUTE MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 8 OF 16 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data IVDesign Strength 5 000 @ 28 days y Date Specimens Recd. 3/31/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17624 4/6/2010 7 4x8 1257 58295 5 430 JS 4 x ASTM C39 P17624 4/27/2010 28 4X8 1256 84390 6 720 ZL 3 ASTM C109 P17624 4/27/2010 28 4X8 1256 85775 6,830 ZL 2 ASTM C617 P17624 4/27/2010 28 4X8 1256 82500 6,570 ZL 3 X ASTM C1231 P17624 ASTM C780 P17624 Other P17624 P17624 - Test Results Remarks FR 119971 X Conforming Results Reviewed By W Date Reviewed Non-Conforming Codes for Break Types. 1 Cone 2 Cone&Split 3: Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Revisit, 2 Ettecctive Date 12/02102 The nformatio provided this eport m prepa ad fo the clu of the cli nt,Ths eport may o1 be eprodu ed ny format without the write permissio of the cli nt nd Kr 8 As ate Krazan &Associates Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl. Code P17592 Pour Date 4/1/2010 Report No. 48987 Weather O'CAST Jurisdiction PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix - Mix No. SP 50 1 Cern.lbs. 574 Mix Air Unit F Ash lbs. 99 Slump Temp. Temp. Wt. C.agg.lbs.1 1910 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 20 386 14495 - 6 58 49 -- C.agg.lbs.3 Sand lbs. 1184 Water lbs. 23 6 gals Placement Area Air Ent.(oz) Location PILE CAP # 6 Other(oz) POLY 54 2 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY CHUTE MECHANICALLY CONSOLIDATED ASTM C143 x ASTM C138 SAMPLED AT 27 OF 70 TOTAL YARDS PLACED ASTM C1064 x ASTM C173 W/C 30 ASTM C31 x Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/2/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17592 4/8/2010 7 4x8 12.56 63875 5 090 ZL 3 X ASTM C39 P17592 4/29/2010 28 4X8 12.56 83015 6 610 ZL 1 ASTM C109 P17592 4/29/2010 28 4X8 1256 77575 6 180 ZL 2 ASTM C617 P17592 4/29/2010 28 4X8 1256 81615 6 500 ZL 5 X ASTM C1231 P17592 ASTM C780 P17592 Other P17592 P17592 Test Results Remarks FR 119967 X Conforming Results Reviewed By W Date Reviewed Non-Conforming Codes for Break Types. 1 Cone 2. Cone& Split 3- Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Re 2 Effectiv Date 12102/02 The nformalio pr vided N5 eport prepa e0 to the cluswe of the client This sport may of be eprodu ad ny formal mthoul the wnde permission of the client nd Kr &Ass ale Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370, (360) 598 2126 Project No. 106-09104 Cyl. Code P17593 Pour Date 4/1/2010 Report No. 48988 weather O'CAST Jurisdiction PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix - Mix No. WC6000 1 Cern.lbs. 536 Mix Air Unit F Ash lbs. 121 Slump Temp. Temp. Wt. C.agg.Ibs.1 1787 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C agg.lbs.2 11 20 386 14475 - 65 58 47 -- C.agg.lbs.3 Sand lbs. 1378 Water lbs. 23 6 gals Placement Area Air Ent.(oz) Location ELEVATOR PIT WALLS Other(oz) A345 53 1 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY BUCKET MECHANICALLY ASTM C143 x ASTM C138 CONOSOLIDATED SAMPLED AT 9 OF 9 TOTAL YARDS ASTM C1064 x ASTM C173 PLACED W/C 30 ASTM C31 x Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/2/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17593 4/8/2010 7 4x8 1256 56890 4 530 ZL 3 X ASTM C39 P17593 4/29/2010 28 4X8 1256 75665 6 020 ZL 2 ASTM C109 P17593 4/29/2010 28 4X8 1256 72680 5 790 ZL 5 ASTM C617 P17593 4/29/2010 28 4X8 12.56 74460 5,930 ZL 3 X ASTM C1231 P17593 ASTM C780 P17593 Other P17593 P17593 Test Results Remarks FR 119967 X Conforming Results Reviewed By W Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2 Cone& Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Rehsio 2 Move Date 12/02102 The ntormabon pr Mded thi spun prepa ad to the du of the ch nt.This spoil may of be eprodu ed ny format withoul the writte permis of the ch nt nd Kr &As ale �V%.ra7alZ & Associates, Inc FIELD REPORT NO 120060 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. �S���f "AQ CONTRACTOR: 1-71SCe,) PROJECT#' Z04,-- 0 !210'V-- JURISDICTION: PROJECT iJY Ca C,r. 101,410,e /%&Z PERMIT#'�J f LOCATION ��_ INSPECTOR: KRAZAN PROJECT MANAGER:,_,J %77/--,) WEATHER. TEMP-67i2 ! /),-Aj %'>Tom, cc�r,� /�+Ef�s r �ilUrZcS'1"' Gt?i/vG l'�4®� 3 • -iS , cS/i� A�P G(9/,�11. 5 , / ft 2944 A&0-5191,CE U3 70 rya9T2i AfJ G�sy�Ll!P/? l LC91461 C,B�'Td�rTT' �(�(d/»�i+�75 %�>y �0-AG/�1� �(7•�G�i.-yl� � /`'/�yt7C� Equipment/Asset Number(s) //L)1090--e!5 5 To the best of my knowledge,the abov(!�W WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative Technicia . r This report indicates our inspector"bservation and testing results based on the site condition and contractor's activities.This information is subject to reviey;prigpl7final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others on site. The information provided 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 James Lierly From Bob Langberg [langbergb@hswc com] Sent: Monday May 09 2011 2 18 PM To James Lierly Cc: Paul Cronin, Nick Strohmeier Attachments. gap_under_door.pdf Jim, As requested a letter from the supplier of the rated fire doors regarding the gap under the doors. Level 3 north had a gap under the Jamb That has been sealed with fire caulk. Also regarding the radiator covers, Eagle Harbor had received and installed the covers. Bob Bob Langberg I Senior Superintendent Howard S. Wt fight 501 Eastlake Avenue E, Suite 100 Seattle, WA 98109 USA T 206-686-5044 1 C 206-321 5842 www.howardswright.com Howard 112 1 Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17750 Pour Date 5/7/2010 Report No. 49052 weather SUNNY Jurisdiction CITY OF PORT ANGELES Permit No. Project PENINSULA COLLEGE MAIER HALL Engineer ) Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cem.lbs. 538 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. Wt. C.agg.lbs.1 1782 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1245 382 15395 7 60 52 C.agg.lbs.3 Sand lbs. 1373 Water lbs. 24 2'gals Placement Area Air Ent.(oz) Location SHEAR WALLS PC-8 AND PC-9 SECOND LIFT Other(oz) A345 53 1 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 5 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 OF 18 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 31 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 5/8/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17750 5/14/2010 7 4x8 12.56 69840 5 560 AC 3 X ASTM C39 P17750 6/4/2010 28 4X8 ASTM C109 P17750 6/4/2010 28 4X8 ASTM C617 P17750 6/4/2010 28 4X8 X ASTM C1231 P17750 ASTM C780 P17750 Other P17750 P17750 Test Results Remarks FR 120061 Conforming Results Reviewed By Date Reviewed Ir-1,V-16 Non-Conforming Codes for Break Types. 1 Cone 2. Cone&Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C 39+/-8% Form 07101 Rti.sio 2 Effective Date 12/02/02 Thheew''nformaho pr v,ded this sport prepared to the cluwe of the client.This eport may of be eprodu ed ny formal vathout the wnhe perm, of the client nd Kr 6 Ass. ate Yl"' \ J Krazan &Associates Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl. Code P17751 Pour Date 5/7/2010 Report No 49051 Weather SUNNY Jurisdiction CITY OF PORT ANGELES Permit No. Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No 3 Site Mix Mix No. M5070 IP Cem.lbs. 660 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C agg.lbs.1 1844 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 11 05 375 15385 - 65 60 51 - C.agg.lbs.3 Sand lbs. 1401 Water lbs. 26 0 gals Placement Area Air Ent.(oz) Location SOG E HAND 11-16 Other(oz) POLY 66.2 oz SAMPLED AT E 2/11 5 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 207 OF 234 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 33 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 5/8/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17751 5/14/2010 7 4x8 12.56 70250 5 590 AC 3 X ASTM C39 P17751 6/4/2010 28 4X8 ASTM C109 P17751 6/4/2010 28 4X8 ASTM C617 P17751 6/4/2010 28 4X8 X ASTM C1231 P17751 ASTM C780 P17751 Other P17751 P17751 Test Results Remarks FR 120061 Conforming Results Reviewed By 1-1 Date Reviewed 3r Non-Conforming Codes for Break Types. 1 Cone 2 Cone&Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C 39+/-8% Form 03101 Revisio 2 Effecbv Date 12/02/02 The nformabo pr vlded this epo preps ad to the clu of the cli nt This epon may of be eprodu ed ny format vnthout the writte permissio of the client and Kr 8 Ass ate V_ Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No 106-09104 Cyl.Code P17753 Pour Date 5/7/2010 Report No 49050 weather SUNNY Jurisdiction CITY OF PORT ANGELES Permit No _ Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 IP Cem.lbs. 665 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1844 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.Ibs.2 930 392 15372 - 6 59 47 C.agg.Ibs.3 Sand Ibs. 1390 Water Ibs. 25 8 gals Placement Area Air Ent.(oz) Location SOG E-H AND 11-16 other(oz) POLY 66.2 oz SAMPLED AT G 3/12 8 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 126 OF 234 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 32 ` X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 5/8/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17753 5/14/2010 7 4x8 1256 68275 5 440 AC 3 X ASTM C39 P17753 6/4/2010 28 4X8 ASTM C109 P17753 6/4/2010 28 4X8 ASTM C617 P17753 6/4/2010 28 4X8 X ASTM C1231 P17753 ASTM C780 P17753 Other P17753 P17753 Test Results Remarks FR 120061 Conforming Results Reviewed By W Date Reviewed I'-1Y-0 Non-Conforming Codes for Break Types: 1 Cone 2 Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/ 8% Form 03101 Re 2 Edectiv Data 12102/02 ���(�TThe nlormaho pr wded thi sport is preps ad to the cluwe of the client This sport may of be eprodu ed ny format without the writle permis of the client nd Kr &As ale us% Krazan &Associates, Inc. 1230 FINN HILL RD POLILSBO WA 98370 (360)598 2126 Project No. 106-091 Q4 Cyl. Code P17752 Pour Date 5/7/2010 Report No. 49049 Weather SUNNY Jurisdiction CITY OF PORT ANGELES Permit No. Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 IP Gem.lbs. 659 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1840 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 8 15 392 15347 - 55 58 44 - C.agg.lbs.3 Sand lbs. 1399 Water lbs. 26 1 gals Placement Area Air Ent.(oz) Location SOG 11 16 AND E-H other(oz) POLY 66 0 oz SAMPLED AT F 5/15 5 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 12 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 27 OF 234 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 33 X ASTM C31 Other inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 5/8/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17752 5/14/2010 7 4x8 12.56 70250 5 590 AC 5 X ASTM C39 P17752 6/4/2010 28 4X8 ASTM C109 P17752 6/4/2010 28 4X8 ASTM C617 P17752 6/4/2010 28 4X8 X ASTM C1231 P17752 ASTM C780 P17752 Other P17752 P17752 Test Results Remarks FR 120061 Conforming Results Reviewed By W Date Reviewed S Non-Conforming Codes for Break Types. 1 Cone 2: Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 07101 fie*ro 2 Effecbv Date 12/02/02 1 he nformaho pr vided the epofli preps ed to the clu of the client This epod may of be eprodu ed ny formal vnthoul the wntte permission of the cli nl nd Kr 811ss ate V "Krazan & Associates, Inc FIELD REPORT NO- 0 61 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. �'� -7 — /O CONTRACTOR: /16Gz__) PROJECT# Z,'2,<_41/O 4- JURISDICTION. PROJECT �i4G( PERMIT#• ir, ¢f<g_ LOCATION. f� INSPECTOR. R/L 4- KRAZAN PROJECT MANAGER. WEATHER. (_5 61A) TEMP• `T2 .0 <S,r Me /-Ri,e 1j3r/nom C, R,0267;rF54_ !jv rs a c�Ti aK1 i Go a cR�r� A.' IA3C . 6gft2a --'^__..)T'ln-)U19 4t S L .r .,:' CCK " D ! � �tD BTU 14 ' C5/��/ G(�.9tL /4T PG– `r'. 16–R �N car-ZZ, z-4-4--90 01/ G1 1 0 4A&1--,6 ��= -:2 34- /�2a5 n� m ix#"V2.56- 2 a, j P /9'_-'4) / ;�6 ��= 1271x' LUG 9000,1 &e)T& 1'T64e._&.1A0 )(3y 15eAW 7—o6744,) ,o �� /� .'minim' N j0 646 7" C,4j12 Rebs/a1J 7_0.S r�', ra F;91_c QCX-) /AJ A eZ,04L !e96%L eL >NaP-07-'o-J qAries/ 7e/�l f C//n<4 F S /9D0lw .Qie ai PBu�' % �'&,o �a /fin-r1S .�i�� �3�j dam 77n 91 (e < 8'/!'L Z /7/1 4—, Equipment/Asset Number(s) To the best of my knowledge,the abovWA,�/l WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative Technician This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject torior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others onsite. The information prov'review ed 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT2009.doc EFFECTIVE:4/22/2009 1 FIELD REPORT NO qadKrazari & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. �"l� CONTRACTOR: e) PROJECT#• f09— Og 1 n g JURISDICTION: PROJECT mit? G©Lcv h ,4140e 4L_ PERMIT#- Q'�- gFc k LOCATION INSPECTOR. RleC, KRAZAN PROJECT MANAGER. Q WEATHER: TEMP• t-IIJ s,517-,e 19?�e <E5T4:r4- 1X75PK6 /dam elo -W L ? "W24 A,%o iulir- ! 0/N ,S R TC G AA-10 E 7-0 Al. ,�LL ��53'� c. ��1✓��v�m.�..l;S 18) d-1-- ZW'6 77-274?, -T� �i�i�•C/G4+3t�� ��Tye9�T ,�OCG/�r¢a,'?'�� �/�JAi..t�� ��' cST4�� I.J 6 7Wz 4,-n-i� 722 tE,;P-r Equipment/Asset Number(s) IAI To the best of my knowledge,the above/WA�YI WAS NOT perform in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative Technician 1 This report indicates our inspector's observation and testing results based on the site condition and contractors activities.This information is subject to review prior to fi I submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on thiorreport 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360),598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 �KVu FIELD REPORT NO 'aZa11 & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. s-�—,f- Z 0 CONTRACTOR: 115 Ce-) PROJECT#' ���"" �' 9f'�� JURISDICTION: PROJECT Go GC- M,416<' PERMIT - LOCATION 1a/q INSPECTOR. 61Z G KRAZAN PROJECT MANAGER: �/✓�7 WEATHER: LSu.J TEMP'-0 2 ?-�nJ c5�� �� �P��7�c. //U��GTiO��_ (.�✓P.�',�T� ty'�j��ti,_,�_ ��/.J G'©naT�Nc 2 Dcis /A1;�� ��T-iu-J moi=' G�Ne T l°G �i J�,67A>7; � s o,,=!' u G'.� B =/��, s , .���, i/r I* TO /o, *�,o t/ 'To �. 44/3G OE3�5�2r� �ti9c f ��= l�S 5�• ©�5 0�" m �c �'0 20 ,0o04 I T I-51'9 v AJ-2 ?Z5 irO r--OeSLCls��. T0m101F ,,f ,Pr% , /9GU� CrgT 16'e—1 4-2Z42 ��7-,5 70 E-0CL000 /AJ DoVYS. ear�KKG Anny/'.0(166/,-/ A4gc,7-le-;6 �6y iel i c� 1,0R1 g) j. Pd 0 a2, X,-I 5y ,2V6T-f19 L /.vSP'RC,7-i5,1J5 Gc�,5-S7--cdi.-J6 4&2Q Jv'n,e7 6i' L.ti "G tPRO - �/�Acv AQ v /�16��GT/�J �.�,PFORm�iD P5 nJ rr�TTar�. mA r, 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 Technician This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prio o final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360) 598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 FIELD ®Krazan &A S S O C I ATE S, INC. REPORT NO 10609104DFR5510-kg GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5/5/2010 CONTRACTOR: Howard S Wright PROJECT* 106-09104 PERMIT NO- WA PROJECT Maier Hall and West Campus INSPECTOR: Kathy Gordon LOCATION: Port Angeles JURISDICTION: City of Port Angeles KRAZAN PROJECT MANAGER: JB WEATHER: Overcast TEMP: 50 F Review of Submittal for Welding of Embeds and Studs Reviewed submittal dated 4/14/2010 for the above referenced project and found no problems with the welder qualifications, welding procedures, and material to be welded Reinforcing steel welding is a continuous inspection and should have an inspector on site during this procedure Unless it is to be performed in an accredited shop or the design professional wishes to wave this _ Requirement. Equipment/Asset--Number(s) To the best of my knowledge,the above WAS❑/WAS NOT❑performed in accordance with the approved plans,specifications, ry requirements. Superintendent/Representative: Technician QC 1 Kathy Gordon �rHRr1/F.IORpOf; Offices Serving the Western United States clti'!`/' Form 1501 r.2 Effective Date:12-20-07 The 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 Krazan&Associates. Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09104 Cyl. Code P17754 Pour Date 5/5/2010 Report No. 48802 weather SUNNY Jurisdiction CITY OF PORT ANGELES Permit No. Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M5070 IP Cern.lbs. 670 Mix Air Unit F Ash lbs. Slump Temp. Temp. wt. C agg.lbs.1 1868 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.Ibs.2 8 10 386 15267 - 45 58 42 - C.agg.Ibs.3 Sand Ibs. 1400 Water Ibs. 26.2 gals Placement Area Air Ent.(oz) Location GRADE BEAMS 11 4 AND 10 8 H-E 5 Other(oz) A340 66 1 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 15 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 9 5 OF 18 5 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 33 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 5/6/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C F Load Str (psi) Set# By Type Test Methods P17754 5/12/2010 7 4x8 1257 77980 6,200 JS 4 X ASTM C39 P17754 6/2/2010 28 4X8 ASTM C109 P17754 6/2/2010 28 4X8 ASTM C617 P17754 6/2/2010 28 4X8 X ASTM C1231 P17754 ASTM C780 P17754 Other/ P17754 P17754 Test Results Remarks FR 120064 Conforming Results Reviewed By Ill,, Date Reviewed f-t7 � Non-Conforming Codes for Break Types: 1 Cone 2 Cone & Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/-8% Form 03101 Re 2 Effectiv Date 12/02/02 ���//n�y'�rTThhe nformatio pr vided (his eporl prepa ed for the elusive of the cli nl.This eport may of be eprodu ed ny formal vethoul the writte perms o1 the ch nl nd Kr &Asso ate 4V FIELD KraZa11 &A S S O C I ATE S, N C. REPORT NO 10609104DFR5510-kg GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION - DATE: 5/5/2010 CONTRACTOR: Howard S Wright PROJECT#• 106-09104 PERMIT NO: N/A PROJECT Maier Hall and West Campus INSPECTOR: Kathy Gordon LOCATION: Port Angeles JURISDICTION: City of Port Angeles KRAZAN PROJECT MANAGER: JB WEATHER: Overcast TEMP- 50 F Review of Submittal for Welding of Embeds and Studs Reviewed submittal dated 4/14/2010 for the above referenced project and found no problems with the welder qualifications, welding procedures, and material to be welded Reinforcing steel welding is a continuous inspection and should have an inspector on site during this procedure Unless it is to be performed in an accredited shop or the design professional wishes to wave this Requirement Equipment/Asset Number(s) To the best of my knowledge,the above WAS❑/WAS NOT❑performed in accordance with the approved plans,specif?K4THRVN ry requirements. QC 1 Superintendent/Representative: Technician Kath Gordon F.('000M 04COffices Serving the Western United States Form 1501 r.2 Effective Date:12-20-07 The 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 Krazan&Associates. Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360) 598 2126 Project No. 106-09104 Cyl.code ^P17736 Pour Date 5/4/2010 Report No. 48803 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cem.lbs. 539 Mix Air Unit F Ash lbs. 122 Slump Temp. Temp. Wt. C.agg.lbs.1 1782 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 20 386 15262 - 55 58 47 C.agg.lbs.3 Sand lbs. 1382 Water lbs. 23 6 gal Placement Area Air Ent.(oz) Location PILE CAP AT A-3 TOP OF WALL LINE H A-B other(oz) A345 53 1 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY BUCKET MECHANICALLY X ASTM C143 ASTM C138 CONSOLIDATED SAMPLED AT 9 OF 9 TOTAL YARDS X ASTM C1064 ASTM C173 PLACED W/C 30 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 5/5/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17736 5/11/2010 7 4x8 1256 70315 5 600 ZL 3 X ASTM C39 P17736 6/1/2010 28 4X8 ASTM C109 P17736 6/1/2010 28 4X8 ASTM C617 P17736 6/1/2010 28 4X8 X ASTM C1231 P17736 ASTM C780 P17736 Other P17736 P17736 Test Results Remarks FR 120065 Conforming Results Reviewed By W Date Reviewed 541-10 Non-Conforming Codes for Break Types. 1 Cone 2. Cone& Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Farm 03101 Revision 2 EffecOve Date 12/02102 The nformahon pr tided this eport prepared to the clu of the client This sport may be eprodu ed ny formal without the wntte permrs of th client nd Kr &Ass. ate V James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Friday April 30 2010 12 16 PM To James Lierly-jcoplan@ga.wa.gov- CroninP@hswc com langbergb@hswc com StrohmeierN@hswc.com david.schwartz@kpff com rebekah weston@kpff.com Isadhwani@mka com sthomas@mka.com dwegener@pencol edu cart@saarch com jc@saarch com peter@saarch com DPO@shanwil com ksb@shanwil.com TMG@shanwil com wjp@shanwil com Subject: 106-09079 Peninsula College Reports Attachments 10609079 20100427 pdf Please find attached reports for the above referenced project. Should you have any questions please do not hesitate to call Thank youll Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 James Lierly From Michelle Duvall [MichelleDuvall@Krazan com] Sent: Thursday April 29 2010 9.30 AM To James Lierly- Isadhwani@mka.com sthomas@mka com Subject: 10609104 Report Distribution 2nd set of reports Attachments. 10609104-4 20100427.pdf• 10609104-3 20100427.pdf Here is the 2nd set of reports eic%e&e.puvall Krazan &Associates Projects Coordinator 360-598-2126 360-598-2127 fax 1 James Lie.rly From Ben Gozart[Ben Gozart@wspfk.com] Sent: Thursday April 28 2011 10 30 AM To James Lierly Cc: Kimberly Paulson Subject: RE Peninsula College Maier Hall Jim, I will check with COOK to see if they have a specification that can be referenced, I may have been asking for the wrong data I believe that the current installation does meet the intent of the code, which is to not allow for outdoor air to infiltrate the ductwork stack and to radiate a cold temperature into the interior of the building. The addition of the automatic damper could allow more instances of failure with the outdoor power and controls to this damper that could fail Where as the current manufacturer supplied damper simply opens when the fan is on and closes when the fan is off less mechanical or electrical parts that could fail Thanks, Benjamin Gozart, LEED AP BD+C WSP FLACK+ KURTZ 600 University Street Suite 500, Seattle,WA 98101 Direct: 206.883.1242 1 Main 206.442.9900�v From James Lierly [mailto.Jlierly(cbcityofpa.usl Sent: Thursday, April 28, 2011 10 05 AM To: Gozart, Ben Subject: RE Peninsula College Maier Hall Thank you Ben, If there is no available data to defend or support this installation,then it shall be required to meet code We usually utilize the mfg specifications, if that is not available ?Then we head towards the code for items not specified in an NER report or UL listed installation by the MFG Jim Lierly Building Inspector jlierlyCityofpa us 360-808-0534 From Ben Gozart jmailto.Ben.Gozart(cbwspfk.coml Sent: Tuesday, April 26, 20114 16 PM To: James Lierly Cc: Kimberly Paulson Subject: Peninsula College Maier Hall Jim, We spoke a few weeks ago regarding a variance to the WSEC requiring an automatic control damper at a fan serving the electric kilns. I apologize for getting back to you so late but it took a while to get information from COOK fans. They do not have any specific literature regarding what volume of air would open the factory damper by blowing over the top of the fan outlet or from stack affect. I know that you wanted to see information from COOK to justify the variance, but the fan and damper are installed per the manufacturer and the damper I believe is providing the same service as an automatic damper would in this case Talking with Richard Erikson he mentioned that he has not noticed any issues of stack affect opening this damper as well I hope this is enough to justify this WSEC variance, but please give me a call to discuss if you feel otherwise Thank you, Benjamin Gozart, LEED AP BD+C WSP FLACK+ KURTZ 600 University Street Suite 500, Seattle WA 98101 Direct: 206.883.1242 1 Main 206.342.9900 www.wspfk.com Ensuring that today's built environment preserves the natural environment in which we all live. We are WSP United by our difference. WSP is one of the world's fastest-growing design engineering and management consultancies Specializing in property transport and environmental projects,we worm with clients to create built and natural environments for the future. CONFIDENTIAL This e-mail is confidential to the named recipient.If you have received a copy in error please destroy it.You may not use or disclose the contents of this e-mail to anyone,nor take copies of it.The only copies permitted are(1)by the named recipient and(2)for the purposes of completing successful electronic transmission to the named recipient and then only on the condition that these copies with this notice attached,are kept confidential until destruction 2 James Lierly From James,Lierly Sent: Thursday April 28 2011 1005 AM To 'Ben Gozart' Subject: RE. Peninsula College Maier Hall Thank you Ben, If there is no available data to defend or support this installation,then it shall be required to meet code We usually utilize the mfg specifications, if that is not available ?Then we head towards the code for items not specified in an NER report or UL listed installation by the MFG Jim Lierly Building Inspector jlierlyCityofpa us 360-808-0534 From Ben Gozart [mailto.Ben.Gozart(c0wspfk.com1 Sent: Tuesday, April 26, 20114 16 PM To: James Lierly Cc: Kimberly Paulson Subject: Peninsula College Maier Hall Jim, We spoke a few weeks ago regarding a variance to the WSEC requiring an automatic control damper at a fan serving the electric kilns. I apologize for getting back to you so late but it took a while to get information from COOK fans. They do not have any specific literature regarding what volume of air would open the factory damper by blowing over the top of the fan outlet or from stack affect. I know that you wanted to see information from COOK to justify the variance, but the fan and damper are installed per the manufacturer and the damper I believe is providing the same service as an automatic damper would in this case Talking with Richard Erikson he mentioned that he has not noticed any issues of stack affect opening this damper as well I hope this is enough to justify this WSEC variance, but please give me a call to discuss if you feel otherwise Thank you, Benjamin Gozart, LEED AP BD+C WSP FLACK+ KURTZ 600 University Street Suite 500, Seattle WA 98101 Direct:206.883.1242 1 Main 206.342.9900 www.wspfk.com Ensuring that today's built environment preserves the natural environment in which we all live We are WSP United by our difference WSP is one of the world's fastest-growing design. engineering and management consultancies. Specializing in property transport and environmental projects,we work with clients to create built and natural environments for the future CONFIDENTIAL This e-mail is confidential to the named recipient.If you have received a copy in error please destroy it.You may not use or disclose the contents of this e-mail to 1 anyone,nor take copies of it,The only copies permitted are(1)by the named recipient and(2)for the purposes of completing successful electronic transmission to the named recipient and then only on the condition that these copies,with this notice attached,are kept confidential until destruction 2 r === aZaYl & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 27 2010 KA Project No. 106-09104 Building Permit No. 09-484 Mr James Copland Washington State Department of G.A. P O Box 41012 Olympia WA 98504 RE. Peninsula College Maier Hall-Structure Port Angeles,WA Dear Mr Copland: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed. March 15 2010 Cylinder Report No 49126—28 Day Break March 17 2010 Cylinder Report No 49125—28 Day Break March 19 2010 Cylinder Report No 49124—28 Day Break March 22,2010 Cylinder Report No 49118—28 Day Break March 26,2010 Cylinder Report No 47479—7 Day Break Cylinder Report No 49122—7 Day Break March 29 2010 Cylinder Report No 47480—7 Day Break Cylinder Report No 47481 —7 Day Break Cylinder Report No 48989—7 Day Break March 30,2010 Cylinder Report No 48799—7 Day Break April 1 2010 Cylinder Report No 48987—7 Day Break Cylinder Report No 48988—7 Day Break April 2,2010 Field Report No. 119966 Cylinder Report No 48983—7 Day Break Cylinder Report No 48986—7 Day Break April 5 2010 Field Report No. 119964 Compaction Report No. 22207 With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126 9 Fax:(360)598-2127 -- - PENINSULA LEGE MAIER HALL STRUCTURE. KA Project No 106-09104 Page No 2 April 6,2010 Field Report No. 119975 Field Report No. 119974 Moisture Density Analysis P17623 Particle Size Distribution Report P17623 Cylinder Report No 48984—7 Day Break April 8,2010 Field Report No. 119972 Cylinder Report No 48813—7 Day Break Field Report No. 119951 Compaction Report No 22206 April 9,2010 Field Report No. 119961 Cylinder Report No 48811 —7 Day Break Cylinder Report No 48812—7 Day Break Field Report No. 119963 Compaction Report No 22205 Field Report No. 119962 April 12, 2010 Field Report No. 119960 Compaction Report No 22123 April 13 2010 Field Report No. 119990 Compaction Report No 22203 Field Report No. 119989 Field Report No. 119988 April 15 2010 Field Report No. 119984 Compaction Report No. 22121 Field Report No. 119983 April 16,2010 Field Report No. 119980 Field Report No. 119981 Field Report No. 119982 Compaction Report No 22120 April 19 2010 Field Report No. 119978 Field Report No. 119979 April 20 2010 Field Report No. 119977 April 21 2010 Field Report No. 119997 Compaction Report No 22119 April 22,2010 Field Report No. 119995 Field Report No. 119996 Compaction Report No 22118 April 23 2010 Field Report No. 119994 Compaction Report No 22117 Krazan&Associates,Inc. Offices Serving The Western United States PENINSULA -LEGE MAIER HALL STRUCTURE. KA Project No 106-09104 Page No. 3 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 and Enclosures cc: Bob Langberg/langbergb@hswc.com Carl Dominguez/carl@saarch.com David O'Malley/DPO@shanwil.com David Schwartz/david.schwartz@kpff.com David Wegner/dwegger@12encol.edu Jean-Claude Letoumeau/,ic@saarch.com Jim Lierly/ihery@citvofmus Kaustav Bose/ksb@shanwil.com Lavina Sadhwani/lsadhwani@mka.com Nick Strohmeier/StrohmeierN@hswc.com Paul Cronin/CroninP@hswc.com Peter Law/Peter@saarch.com Rebekah Weston/rebekah.weston@kpff.com Steve Thomas/sthomas@mka.com Bill Perkins/win@shanwil.com Tom Gurtowski/TMG@shanwil.com 7 Krazan&Associates,Inc. Offices Serving The Western United States Krazan & Associates, Inc. 121" Finn Hill Rd NW Suite A, Poulsbo WA 98370 (360)-598-2126 Project No. 106-09104 Cyl.Code P17508 Pour Date 3/15/2010 Report No. 49126 Weather O'CAST Jurisdiction PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect client STATE OF WA DEPT OF GA Contractor HSW Field Data Site Mix Reported Batch Data -- Supplier FRED HILL Plant No. 3 Cement Type 1-II 1 i, Design Actual X Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Mix No. SP-50 1 i Conc. Air Cem.lbs. - 579 Temp. Temp. Unit F Ash lbs. 100 Time Truck# Ticket# %Air Slump (F) (F) Wt. 945 390 13901 - 425 56 48 C.agg.lbs. - 1915 C.agg.lbs.2 - - C.agg.lbs.3 - - Sand ms. - 1184 - - - --- -- Water - 25 gals Placement Area Admixture POLY 54 2 OZ Footings Walls Columns Grade Beams Other - _ ' i i Slab/Deck Slab Pilings Other X - - Air Ent.(oz/cwt.) Grids PILE CAP #11 SAMPLED AT E 6 / 15 BOTTOM LIFT - - - Water Added on Job(gals.) 15 Field Test Methods Remarks PLACED BY CHUTE MECHANICALLY (ASTM C143 N ASTM C138 ❑ (ASTM C1064 N ASTM C173 ❑ CONSOLIDATED SAMPLED AT 45 OF 112 TOTAL !ASTM C31 N Other YARDS PLACED W/C 31 I --- - — Inspector BILL UGOLINI Reviewed By 041 Laboratory Data Design Strength 5000 Date Specimens Recd. 3/16/2010 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str (psi) Set# By Type ASTM C39 P17508- 03/22/10 7 4X8 1256 62150 4 950 ZL 2 ASTM C109 ❑ P17508- 04/12/10 28 4X8 1256 80315 6 390 ZL 1 ASTM C617 ❑ ASTM C1231 N P17508- 04/12/10 28 4X8 1256 80345 6 400 ZL 5 ASTM C1019 ❑ P17508- 04/12/101256i Other 28 4X8 12 56 81485 6 490 ZL 3 P17508- Compressive X P17508- Flexural P17508- - - - --- Test Results P17508- X Conforming Remarks FR 119785 Non-Conforming Results Reviewed By 6i Date Reviewed Codes for Break Types. 1 Cone 2. Cone&Split 3 Cone&Shear4 Shear 5 Columnar(Split) a ! Krazan & Associates, Inc 12"') Finn Hill Rd NW Suite A, Poulsbo 'A 98370 (360)-598-2126 4 Project No. 106-09104 Cyl.Code P17537 Pour Date 3/17/2010 Report No. 49125 weather O'CAST Jurisdiction PORT ANGELES Permit No. 09-484 - — Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect client STATE OF WA DEPT OF GA contractor HSW Field Data Site Mix Reported Batch Data -- supplier FRED HILL Plant No. 3 Cement Type I I I Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. SP50 1 Conc. Air Cem.lbs. - 579 Temp. Temp. Unit F Ash lbs. - 101 Time Truck# Ticket# %Air Slump (F) (F) wt. 235 392 14130 - 4 58 49 - C.agg.lbs. - 1910 C.agg.lbs.2 - C.agg.Ibs.3 - - sand lbs. 1188 I _ Water 25 7 Oz Placement Area Admixture POLY 54.2 oz Footings Walls Columns Grade Beams - Other Slab/Deck Slab Pilings Other X Air Ent.(oz/cwt.) - - Grids PILE CAPS H-15 H-14 H-13 H-12 - --- -- ------------------J Water Added on Job(gals.) 10 SAMPLED AT H-15 � _ Field Test Methods 1 Remarks PLACED BY CHUTE MECHANICALLY ASTM C143 ® ASTM C138 ❑ CONSOLIDATED SAMPLED AT 9 OF 27 TOTAL ASTM C ® ASTM C173 ❑ ASTM C3311 ® Other YARDS PLACED W/C 31 — — - Inspector BILL UGOLINI Reviewed By Laboratory Data Design Strength 5000 Date Specimens Recd. 3/18/2010 Cyl. Test Dia Length Max. Comp. Tested Break i Lab Test Method Code Date Age Dim. Area Load Str (psi) Set# By Type ASTM C39 P17537 03/24/10 7 4X8 1256 58340 4 640 ZL 5 ASTM C109 ❑ P17537 04/14/10 28 4X8 1256 79595 6 340 ZL 2 ASTM C617 ❑ ASTM C1231 P17537 04/14/10 28 4X8 1256 76150 6 060 ZL 5 ASTM C1019 ❑ P17537 04/14/10 28 4X8 1256 75790 6 030 ZL 3 Other P17537 Compressive X P17537 Flexural j P17537 -----—--------- P17537 Test Results X Conforming Remarks FR 119781 Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types 1 Cone 2.Cone&Split 3.Cone&Shear 4 Shear P 5 Columnar(Split) Krazan & Associates, Inc 12"° Finn Hill Rd NW Suite A, Poulsbo rA 98370 (360)-598-2126 Project No. 106-09104 Cyl.Code P17545 Pour Date 3-19-2010 Report No. 49124 Weather CLEAR Jurisdiction PT ANGELES Permit No. 09-484 -— Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect client STATE OF WASHINGTON GA contractor HSW Field Data Site Mix Reported Batch Data supplier FRED HILL Plant No. 3 Cement Type I I I Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. - SP50 1 Conc. Air Cem.lbs. - 576 Temp. Temp. Unit F Ash lbs. - 101 Time Truck# Ticket# %Air Slump (F) (F) Wt. 1055 71 14244 - FLUID 58 46 - C.agg.lbs. 1915 C.agg.lbs.2 - - C.agg.lbs.3 - - Sand lbs. 1188 Water - 25gal j Placement Area Admixture - 54 2oz Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) - - Grids PILE CAPS 9 PILE CAPS AT E-8 AND G-13 SAMPLED AT F-8 TOP LIFT Water Added on Job(gals.) 15 Field Test Methods Remarks PLACED BY PUMP AND CHUTE SAMPLE 27 OF 63 ASTM C143 ® ASTM C138 ❑ ASTM C1064 ® ASTM C173 ❑ TOTAL YARDS ASTM C31 ® Other W/C 31 Inspector BILL UGOLINI Reviewed By Laboratory Data Design Strength 5000 Date Specimens Rec'd. 3-20=2010 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str (psi) Set# By Type ASTM C39 P17545- 03/26/10 7 4X8 1256 59285 4 720 AC 2 ASTM C109 ❑ P17545- 04/16/10 28 4X8 1262 78040 6 180 JS 1 ASTM C617 ❑ _- ASTM C1231 P17545- 04/16/10 28 4X8 1262 78940 6 260 JS 4 ASTM C1019 ❑ P17545- 04/16/10 28 4X8 1262 80570 6 380 JS 4 Other P17545- Compressive X P17545- Flexural P17545- P17545- Test Results X Conforming Remarks FR # 119774 Non-Conforming Results Reviewed By f___ Date Reviewed �I Codes for Break Types: 1 Cone11 2. Cone& Split0 3 Cone&Shear P 4 Shear 5 Columnar(Split) Krazan & Associates, Inc. 12''" Finn Hill Rd NW Suite A, Poulsbo 4 98370 (360)-598-2126 Project No. 106-09104 Cyl.Code P17544 Pour Date 3-22-2010 Report No. 49118 weather CLEAR Jurisdiction CITY OF PT ANGELES Permit No. 09-484 — Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WASHINGTON DEPT OF G.A Contractor HSW Field Data Site Mix Reported Batch Data supplier FRED HILL Plant No. 3 Cement Type 1-11 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other unix No. WC6000 1 Conc. Air Cem.lbs. - 538 Temp. Temp. Unit F Ash lbs. - 119 Time Truck# Ticket# %Air Slump (F) (F) wt. 1445 391 14283 - 6 58 53 - C.agg.lbs. - 1787 C.agg.lbs.2 - - 11 i C.agg.lbs.3 - - ! Sand lbs. - 1379 Water - 265 _ Placement Area Admixture A345 53 1 Footings Walls X Columns Grade Beams Other - - Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) � - Grids WALLS LINE 15/E-F AND E/14-15 - Water Added on Job(gals.) 15 neid Test Methods Remarks PLACED BY BUCKET AND MECHANICALLY ASTM C143 M ASTM C138 ❑ CONSOLIDATED SAMPLED 9 OF 18 YARDS TOTAL ASTM C ® ASTM C173 ❑ ASTM C3311 ® Other W/C 34 Inspector BILL UGOLINI Reviewed By Laboratory Data Design Strength 5000 Date Specimens Recd. 3-23-2010 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str (psi) Set# By Type ASTM C39 P17544- 03/29/10 7 4X8 1256 61390 4 890 AC 3 ASTM C109 ❑ P17544- 04/19/10 28 4X8 1256 86040 6 880 AC 2 ASTM C617 ❑ ASTM C1231 P17544- 04/19/10 28 4X8 1256 88405 7 040 AC 4 ASTM C1019 ❑ P17544- 04/19/10 28 4X8 1256 88000 7 010 AC 4 Other P17544- Compressive X P17544- Flexural P17544- P17544- Test Results X Conforming Remarks FR# 119959 Non-Conforming Results Reviewed By It,., Date Reviewed Codes for Break Types. 1 Cone11 2. Cone&Split 0 3 Cone&Shear11 4 Shear E 5 Columnar(Split) Krazan & Associates, Inc. 12") Finn Hill Rd NW Suite A, Poulsbo `^(A 98370 (360)-598-2126 Project No. 106-09104 Cyl.Code P17576 Pour Date 3-26-2010 Report No. 47479 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 — Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data Site Mix Reported Batch Data -- Supplier FRED HILL Plant No. 3 Cement Type I I I Mortar Grout Flex Beams Design Actual X Concrete X � Prisms Grouted Ungrouted Other Mix No. SP50 1 II Conc. Air Cem.lbs. 576 Temp. Temp. Unit j F Ash lbs. 99 Time Truck# Ticket# %Air Slump (F) (F) Wt. 0927 386 14387 - 525 57 51 - C.agg.lbs. 1915 C.agg.lbs.2 - C.agg.Ibs.3 - sand lbs. 1188 --- --- _ -- - -- Water 24gal Placement Area Admixture POLY 54.2oz Footings Walls Columns Grade Beams _ Other Slab/Deck Slab Pilings Other X Air Ent.(oz1cwt.) - Grids PILE CAPS F-9 F-10 - -- --- --� Water Added on Job(gals.) Field Test Methods � Remarks PLACED BY CHUTE SAMPLED AT 9 OF 18 YARDS ASTM C143 ® ASTM C138 ❑ ;ASTM C1064 ® ASTM C173 ❑ TOTAL. ASTM C31 ® Other W/C 30 - — — — Inspector BILL UGOLINI Reviewed By Laboratory Data Design Strength 5000 Date Specimens Rec'd. 3-27-2010 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str (psi) Set# By Type ASTM C39 P17576- 04102/10 7 4X8 1260 58970 4 680 AC 5 ASTM C109 ❑ ASTM C17 El P17576- 04/23/10 28 4X8 ASTM C1231 P17576- 04/23/10 28 4X8 ASTM C1019 ❑ Other P17576- 04/23/10 28 4X8 P17576- Compressive X P17576- Flexural P17576- L _-- - - - -J P17576- Test Results Conforming Remarks FR# 119954 Non-Conforming Results Reviewed Byp,_, Date Reviewed Codes for Break Types: 1 Cone 2. Cone&Split 3 Cone&ShearF1 4 Shear 5.Columnar(Split) Krazan & Associates, Inc 12''1 Finn Hill Rd NW Suite A, Poulsbo "VA 98370 (360)-598-2126 Project No. 106-09104 Cyl.Code P17577 Pour Date 3-26-2010 ReportNo. 49122 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 — Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA DEPT OF GA contractor HSW Field Data Site Mix ! Reported Batch Data Supplier FRED HILL Plant No. 3 Cement Type LEHIGH 1-II Concrete X Mortar Grout Flex Beams Design Actual X I Prisms Grouted Ungrouted Other Mix No. M5070 1 P I Conc. Air ! Cem.lbs. 660 Temp. Temp. Unit i F Ash lbs. Time Truck# Ticket# %Air Slump (F) (F) Wt. 1040 387 14386 - 625 57 51 _ C.agg.lbs. 1835 C.agg.lbs.2 - C.agg.lbs.3 - ii Sand lbs. 1394 --- _--- ----- - - —— - -- water 26 6gal Placement Area ! Admixture POLY 66 2oz Footings Walls Columns Grade Beams Other - Slab/Deck Slab X Pilings Other Air Ent.(ozlcwt.) - Grids ELEVATOR PIT SLAB ON GRADE ! _____.______ ------ Water Added on Job(gals.) 15 Field Test Methods Remarks PLACED BY BUCKET AND CHUTE SAMPLED 9 OF 9 (ASTM C143 ® ASTM C138 ❑ YARDS TOTAL, AND MECHANICALLY ,ASTM JI ® ASTM C173 ❑ CONSOLIDATED W/C 34 ;ASTM C31 -® Other Inspector BILL UGOLINI Reviewed By t.#, Laboratory Data Design Strength 5000 Date Specimens Rec'd. 3-27-2010 Cyl. Test Dia Length Max. Comp. Tested Break i Lab Test Method Code Date Age Dim. Area Load Str (psi) Set# By Type ASTM C39 P17577 04/02/10 7 4X8 12260 76200 6 050 AC 2 ASTM C109 11 P17577 04/23/10 28 4X8 ASTM C617 El ! ASTM C1231 P17577 04/23/10 28 4X8 ASTM C1019 ❑ P17577 04/23/10 28 4X8 Other P17577 , -- --- Compressive X P17577 � Flexural P17577 --- P17577 Test Results Conforming Remarks FR# Non-Conforming Results Reviewed By Date Reviewed 'Z' r Codes for Break Types. 1 Cone 2.Cone&Split 3 Cone&Shear4 Shear 5 Columnar(Split) I Wi Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO 98370 (360) 598 2126 Project No. 106-09104 Cyl.Code P17582 Pour Date 3/29/2010 Report No. 48980 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP 50 1 1 Cern.lbs. 570 Mix Air Unit F Ash lbs. 101 Slump Temp. Temp. Wt. C.agg.lbs.1 1901 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 850 386 14401 -- 5 56 46 -- C.agg.lbs.3 Sand lbs. 1188 Water lbs. 23 4gal Placement Area Air Ent.(oz) Location PILE CAP # 7 Other(oz) POLY 54.2oz Other(oz) SAMPLED AT B-3 BOTTOM LIFT Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY CHUTE AND MECHAINCALLY ASTM C143 x ASTM C138 CONSOLIDATED SAMPLED 18 OF 132 YARDS ASTM C1064 x ASTM C173 W/C 30 ASTM C31 x Other inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 3/30/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17582 4/5/2010 7 4x8 1256 00 58795 4 680 1 AC 3 X ASTM C39 P17582 4/26/2010 28 4X8 ASTM C109 P17582 4/26/2010 28 4X8 ASTM C617 P17582 3/2/2010 28 4X8 X ASTM C1231 P17582 ASTM C780 P17582 Other P17582 P17582 Test Results Remarks FR# 119953 X Conforming Results Reviewed By 14,., Date Reviewed Y-5-to Non-Conforming Codes for Break Types. 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Re 2 Effective Date 12/02102 The nformatio provided on this sport is papered fo the clusive use of the client.This sport may of be eproduced ny formal without the wnde permis of the ch nt nd Kr It Asso ate A . aZaiz & ASSOCIATES , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 27 2010 KA Project No 106-09079 Building Permit No. 09-484 — Mr James Copland WA State Dept.of General Admin.E & A 210 SW 11th Avenue Room 206 Olympia, WA 98504-1012 RE. Peninsula College Maier Hall–Site Work Port Angeles,WA Dear Mr Copland. In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: March 2,2010 Concrete Report No.49083–28 Day Break March 5 2010 Concrete Report No.49078–28 Day Break Cylinder Report No 49079–28 Day Break March 8,2010 Concrete Report No.49077–7 Day Break Concrete Report No.49077–28 Day Break March 9 2010 Concrete Report No.49076–28 Day Break March 11 2010 Concrete Report No.49116–28 Day Break March 12,2010 Concrete Report No.49127–28 Day Break 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, o� Penn Seely Laboratory Manager Peninsula Division PS and Enclosures With Offices Serving The Western United States 1230 Finn Hill Road NW Suite A•Poulsbo,Washington 98370•(360)598-2126 9 Fax: (360)598-2127 Krazan&Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370, (360)598 2126 Project No. 106-09079 Cyl.Code P17492 Pour Date 3/2/2010 Report No. 49083 weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 _ Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data MORTAR/GROUT REPORT Reported Batch Data Supplier FRED HILL Plant No. 3 Site Mix Design Actual Initial Weights Weights Flow or Grout Air Max/Min Mix No. ACG10 Slump Temp. Temp. Temp. Cem.tbs. 936 Time Truck# Ticket# %Air (in.) (F) (F) (F) F Ash lbs. 805 387 13568 - FLUID 58 46 C.agg.tbs.1 - C.agg.lbs.2 Grout Box Used C.agg.lbs.3 Number of units used to form specimens Sand lbs. 2564 Water lbs. 49 1 gals Placement Area Air Ent.(oz) Location AUGER CAST PILING Other(oz) Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 86 Field Test Methods Remarks PLACED BY GROUT PUMP X ASTM C143 ASTM C138 SAMPLED AT 8 OF 32 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 44 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 4 000 @ 28 days Date Specimens Rec'd. 3/3/2010 Cross Laboratory Mid Pt. Out of Section Max. Comp. Test Methods Cyt. Test Width Height Plumb Area Load Strength Tested Break X ASTM C39 Code Date Age (in) (in) (%) (sq.in) (lbs) (psi) Set# By Type ASTM C109 P17492 3/9/2010 7 200 200 00 400 21310 5 330 AC 5 ASTM C617 P17492 3/30/2010 28 2.00 200 00 400 26835 6 710 AC 5 X ASTM C1019 P17492 3/30/2010 28 200 2. 0 00 400 27110 6 780 AC 5 Other P17492 Test Results Remarks FR# 117680 Conforming Results Reviewed By W Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C109=+/- 10 7 ASTM C1019=+/-14 4% Form 04103 Revisio 0 Effective Date 12/02/02 The nformado or weed this sport s prepared to the dusNe of the ch id.This sport may of be eproduced ny format without the wrihe permor of the client nd Kr d Assodate Krazan & Associates, Inc 1230 Finn Hill Rd NW Suite A, Poulsbo WA 98370 (360)-598-2126 Project No 106-09079 Cyl.Code P17484 Pour Date 3/5/2010 Report No. 49078 Weather O'CAST Jurisdiction PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect client STATE OF WA DEPT OF GA contractor HSW Field Data Site Mix ! Reported Batch Data supplier FRED HILL Plant No. 3 Cement Type 1-11 Concrete Mortar Grout X Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. ACG10 Conc. Air Cem.lbs. - 934 Temp. Temp. Unit F Ash lbs. - - Time Truck# Ticket# %Air Slump (F) (F) Wt. 915 386 13667 - FLUID 57 42 - C.agg.lbs. - - C.agg.lbs.2 - - j C.agg.lbs.3 - - Sand lbs. - 2578 — - - --- _ I Water - 47 8 gals Placement Area Admixture - 47 O OZ Footings Walls Columns Grade Beams Other - - Slab/Deck Slab Pilings Other X ,Air Ent.(oz/cwt.) - - — Grids AUGER CAST PILINGS SAMPLED AT 201 203 AND 91 Water Added on Job(gals.) 75 J Field Test Methods Remarks PLACED BY GROUT PUMP SAMPLED AT 8 OF 44 ASTM C143 ® ASTM C138 ❑ TOTAL YARDS PLACED W/C 43 ASTM C1064 ® ASTM C173 ❑ ,ASTM C31 ® Other Inspector BILL UGOLINI Reviewed By Laboratory Data Design Strength 4000 Date Specimens Recd. 3/6/2010 Cyl. Test Dia Length Max. Comp. Tested Break ! Lab Test Method Code Date Age Dim. Area Load Str (psi) Set# By Type ASTM C39 P17484- 03/09/10 4 2X2 402 9455 2 360 JS 1 ASTM C109 ❑ P17484- 03/12/10 7 2X2 400 18780 4 700 ZL 2 ASTM C617 ❑ ASTM C1231 ❑ P17484- 04/02/10 28 2X2 400 23000 5 750 AC 3 ASTM C1019 P17484- 04/02/10 28 2X2 400 24885 6 220 AC 3 ! Other P17484- 04/02/10 28 2X2 400 23950 5 990 AC 3 Compressive X P17484- Flexural P17484- -- --- P17484- Test Results Remarks FR 117677 X Conforming Non-Conforming Results Reviewed By Date Reviewed I Codes for Break Types 1 Cone11 2. Cone&Split 0 3.Cone&Shear R 4 Shear E 5.Columnar(Split) Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo WA 98370 (360)-598-2126 Project No. 106-09079 Cyl.Code P17498 Pour Date 3/5/2010 Report No. 49079 weather O'CAST Jurisdiction PORT ANGELES Permit No. 09-484 -- Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data Site Mix Reported Batch Data supplier FRED HILL Plant No. 3 Cement Type 1-II ! Concrete Mortar Grout X Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. ACG10 Conc. Air i Cem.lbs. 956 Temp. Temp. Unit F Ash lbs. - - Time Truck# Ticket# %Air Slump (F) (F) wt. 925 390 13806 - FLUID 57 40 - C.agg.lbs. - - C.agg.lbs.2 - - il C.agg.lbs.3 - - Sand lbs. - 2569 -- _ - — water - 87 8 gals Placement Area i Admixture A390 47 0 OZ Footings Walls Columns Grade Beams - ! Slab/Deck Slab Pilings Other X Other - - Air Ent.(ozlcwt.) - Grids AUGER CAST PILINGS — — -- -- SAMPLED AT 28 23 42 Water Added on Job(gals.) 77 Field Test Methods Remarks PLACED BY GROUT PUMP SAMPLED AT 16 OF 56 'I,ASTM C106 ® ASTM C1 ASTM C ❑ TOTAL YARDS PLACED W/C 43 ® ASTM C177 33 ❑ i (ASTM C3311 —® Other Inspector BILL UGOINI Reviewed By Laboratory Data Design Strength 4000 Date Specimens Recd. 3/6/2010 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method 1 Code Date Age Dim. Area Load Str (psi) Set# By Type ASTM C39 P17498- 03/12/10 7 2X2 400 5555 1 390 ZL 2 ASTM C109 ❑ P17498- 04/02/10 28 2X2 400 22625 5 660 AC 3 ASTM C617 11 ASTM C1231 ❑ P17498- 04/02/10 28 2X2 400 23675 5 920 AC 3 ASTM C1019 P17498- 04/02/10 28 2X2 400 21335 5 330 AC 3 ! Other— P17498- Compressive X P17498- Flexural P1 7498- �—-- P17498- Test Results X Conforming Remarks FR 118371 Non-Conforming Results Reviewed By W Date Reviewed Codes for Break Types. 1 Cone 2. Cone&Split 3.Cone&Shear 4 Shear 0 5 Columnar(Split) Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo WA 98370 (360)-598-2126 Project No. 106-09079 Cyl.Code P17493 Pour Date 3/8/2010 Report No. 49077 weather O'CAST Jurisdiction PORT ANGELES Permit No. 09-484 -- Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect client STATE OF WA - DEPT OF GA Contractor HSW Field Data Site Mix Reported Batch Data Supplier FRED HILL Plant No 3 Cement Type 1-II Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other unix No. ACG10 II Conc. Air Cem.lbs. - 949 Temp. Temp. Unit FAsh lbs. - - Time Truck# Ticket# %Air Slump (F) (F) wt. 850 387 13711 - FLUID 56 38 - C.agg.lbs. - - C.agg.lbs.2 - - I i C.agg.lbs.3 - - Sand lbs. - 2569 ----- -- -------- - water - 47 8 gals Placement Area Admixture A390 47 0 oz Footings Walls Columns Grade Beams - Other - Slab/Deck Slab Pilings Other'X Air Ent.(oz/cwt.) - - Grids AUGER CAST PILINGS SAMPLED AT 235 100 AND 101 Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY GROUT PUMP SAMPLED 8 OF 56 ASTM C1 ® ASTM C1 ❑ TOTAL YARDS PLACED W/C 42 (ASTM C10066 4 ® ASTM C17733 ❑ ASTM C31 ® Other i Inspector BILL UGOLINI Reviewed By . Laboratory Data Design Strength 4000 Date Specimens Recd. 3/9/2010 Cyl. Test Dia Length Max. Comp. Tested BreakLa Test Method Code Date Age Dim. Area Load Str (psi) Set# By Type ASTM C39 P11493- 03/11/10 3 2X2 408 8265 2030 JS 1 i ASTM C109 ❑ P17493- 03/15/10 7 2X2 40 21545 5 390 AC 1 ASTM C617 ❑ ASTM C1231 ❑ P17493- 04/05/10 28 2X2 ASTM C1019 P17493- 04/05/10 Z8 2X2 Other P17493- 04/05/10 28 2X2 Compressive X P17493- Flexural P17493- -- ---� P17493- Test Results Remarks FR 117676 X Conforming Non-Conforming Results Reviewed By6, Date Reviewed Codes for Break Types. 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear 5.Columnar(Split) Krazan & Associates, Inc 1230 Finn Hill Rd NW Suite A, Poulsbo WA 98370 (360)-598-2126 Project No. 106-09079 Cyl.Code P17493 Pour Date 3/8/2010 Report No. 49077 weather O'CAST Jurisdiction PORT ANGELES Permit No. 09-484 -- Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect client STATE OF WA DEPT OF GA Contractor HSW Field Data Site Mix j Reported Batch Data Supplier FRED HILL Plant No. 3 Cement Type I-II ! Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. ACG10 Conc. Air i Cem.lbs. - 949 Temp. Temp. Unit F Ash lbs. Time Truck# Ticket# %Air Slump (F) (F) wt. 850 387 13711 - FLUID 56 38 - C.agg.lbs. - - C.agg.lbs.2 - - C.agg.lbs.3 - - I Sand lbs. - 2569 — — - water - 47 8 gals Placement Area Admixture A390 47 0 oz Footings Walls Columns Grade Beams - Other � Slab/Deck Slab Pilings Other X 1 1 Air Ent.(ozlcwt.) - - — Grids AUGER CAST PILINGS SAMPLED AT 235 100 AND 1 —1 ,-- 101 --101 Water Added on Job(gals.) 0 j Field Test Methods � Remarks PLACED BY GROUT PUMP SAMPLED 8 OF 56 !ASTM C143 ® ASTM C138 ❑ TOTAL YARDS PLACED W/C 42 ASTM C ® ASTM C173 ❑ ASTM C3311 ® Other Inspector BILL UGOLINI Reviewed By Laboratory Data Design Strength 4000 Date Specimens Recd. 3/9/2010 Cyl. Test Dia Length Max. Comp. Tested Break 1 Lab Test Method Code Date Age Dim. Area Load Str (psi) Set# By Type 1 ASTM C39 P17493- 03/11/10 3 2X2 408 8265 2030 JS 1 j ASTM C109 ❑ P17493- 03/15/10 7 2X2 400 21545 5 390 AC 1 I ASTM C617 11 ASTM C1231 ❑ P17493- 04/05/10 28 2X2 400 23415 5 850 AC 3 ASTM C1019 P17493- 04/05/10 28 2X2 400 25610 6 400 AC 2 Other ! P17493- 04/05/10 28 2X2 400 24315 6 150 AC 2 Compressive X P17493- Flexural P 17493- - Test Results P 17493- X Conforming Remarks FR 117676 Non-Conforming Results Reviewed By k/ Date Reviewed Codes for Break Types. 1 Cone11 2. Cone&Split 0 3. Cone&Shear11 4 Shear n 5 Columnar(Split) Krazan & Associates, Inc 1230 Finn Hill Rd NW Suite A, Poulsbo WA 98370 (360)-598-2126 Project No. 106-09079 Cyl.Code P 17494 Pour Date 3-9-2010 Report No. 49076 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09484 — Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect client STATE OF WASHINGTON GA Contractor HSW Field Data Site Mix 1 Reported Batch Data er FRED HILL Plant No. 1 Cement Type Suppli3 i Concrete Mortar Grout X Flex Beams Design Actual X Prisms Grouted Ungrouted Other unix No. ACG10 i Conc. Air Cem.lbs. 945 Temp. Temp. Unit j F Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) wt. 0925 388 13769 - FLUID 55 42 - C.agg.lbs. C.agg.lbs.2 - C.agg.lbs.3 - L Sand lbs. 2582 --- - -- -- -- -- --J Water 485 Placement Area Admixture A390 47 Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other X - lAir Ent.(oz/cwt.) Grids AUGER CAST PILES i_______ __ . _ __ ._.____—_ Water Added on Job(gals.) 80 SAMPLED @ 8 AND 12 Field Test Methods ! Remarks PLACED BY GROUT PUMP SAMPLED AT 16 OF 40 ASTM C143 ® ASTM C138 ❑ ASTM C1064 ® ASTM C173 ❑ 1 YARDS ASTM C31 ® Other i W/C 43 - - -- -- Inspector WILLIAM UGOLINI Reviewed By (� l Laboratory Data Design Strength 4000 Date Specimens Recd. 3-10-2010 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method 1 Code Date Age Dim. Area Load Str (psi) Set# By Type ASTM C39 P17494- 03/16/10 7 2X2 40 18635 4 590 AC 3 ASTM C109 ❑ P17494- 04/06/10 28 2X2 400 20910 5 230 JS 1 ASTM C617 ❑ ASTM C1231 ❑ P17494- 04/06/10 28 2X2 400 22710 5 680 JS 1 ASTM C1019 P17494- 04/06/10 28 2X2 400 21255 5 310 JS 1 Other P17494- Compressive X P17494- Flexural j P17494- 1 - — - -- - P17494- Test Results X Conforming Remarks FR# 117675 Non-Conforming Results Reviewed By W Date Reviewed Codes for Break Types: 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear n 5 Columnar(Split) Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370, (360)598 2126 Project No. 106-09079 Cyl.Code P17511 Pour Date 3/11/2010 Report No 49116 Weather RAIN Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 _ Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW r Field Data MORTAR%GROUT REPORT Reported Batch Data Supplier FRED HILL Plant No. 3 Site Mix Design Actual Initial Weights Weights Flow or Grout Air Max/Min Mix No. ACG10 Slump Temp. Temp. Temp. Cern.lbs. 936 Time Truck# Ticket# %Air (in.) (F) (F) (F) F Ash lbs. 845 390 13829 - FLUID 57 42 - C.agg.lbs.1 C.agg.lbs.2 Grout Box Used C.agg.lbs.3 Number of units used to form specimens Sand lbs. 2564 Water lbs. 47 gals Placement Area Air Ent.(oz) Location AUGER CAST PILES Other(oz) A390 47 oz SAMPLED AT 234 58 AND 56 other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 70 Field Test Methods Remarks PLACED BY GROUT PUMP SAMPLED AT 8 OF 51 X ASTM C143 ASTM C138 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 42 X ASTM C31 Other Inspector BILL UGO,LINI Laboratory Data Design Strength 4 000 @ 28 days Date Specimens Rec'd. 3/12/2010 Cross Laboratory Mid Pt. Out of Section Max. Comp. Test Methods Cyl. Test Width Height Plumb Area Load Strength Tested Break X ASTM C39 Code Date Age (in) (in) (%) (sq.in) (lbs) (psi) Set# By Type ASTM C109 P17511 3/18/2010 7 200 2.00 400 15720 3 930 AC 3 ASTM C617 P17511 4/8/2010 28 200 200 400 22940 5 740 ZL 5 X ASTM C1019 P17511 4/8/2010 28 2.00 2.00 400 22445 5 610 ZL 5 Other P17511 28 2.00 2.00 400 23730 5 930 ZL 3 Test Results Remarks FR 119770 X Conforming Results Reviewed By W/ Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C109=+/- 10 7 ASTM C1019=+/-14 4% Form 04103 Raves-0 EOecfive Date 12/02/02 The ntormation provided this sport prepared to the ctusive use of the client.This sport may of be eproou ad my format with ut the wrme permission of the client no Kraza 8 Associate Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370 (360)598 2126 Project No. 106-09079 Cyl.Code P17511 Pour Date 3/11/2010 Report No. 49116 weather RAIN Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data MORTAR/GROUT REPORT Reported Batch Data Supplier FRED HILL Plant No. 3 Site Mix Design Actual Initial Weights Weights Flow or Grout Air Max/Min Mix No. ACG10 Slump Temp. Temp. Temp. Cem.lbs. 936 Time Truck# Ticket# %Air (in.) (F) (F) (F) F Ash lbs. 845 390 13829 - FLUID 57 42 C.agg.lbs.1 C.agg.lbs.2 Grout Box Used C.agg.lbs.3 Number of units used to form specimens Sand lbs. 2564 Water lbs. 47 gals Placement Area Air Ent.(oz) Location AUGER CAST PILES other(oz) A390 47 oz SAMPLED AT 234 58 AND 56 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 70 Field Test Methods Remarks PLACED BY GROUT PUMP SAMPLED AT 8 OF 51 X ASTM C143 ASTM C138 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 42 X ASTM C31 Other Inspector BILL UGOLINI 8 Laboratory Data Design Strength 4 000 @ 28 days Date Specimens Recd. 3/12/2010 Cross Laboratory Mid Pt. Out of Section Max. Comp. Test Methods Cyl. Test Width Height Plumb Area Load Strength Tested Break X ASTM C39 Code Date Age (in) (in) (%) (sq.in) (lbs) (psi) Set# By Type ASTM C109 P17511 3/18/2010 7 2.00 2.00 400 15720 3 930 AC 3 ASTM C617 P17511 4/8/2010 28 200 2.00 400 22940 5 740 ZL 5 X ASTM C1019 P17511 4/8/2010 28 2.00 2.00 400 22445 5,610 ZL 5 Other P17511 28 2.00 200 400 23730 5 930 ZL 3 Test Results Remarks FR 119770 X Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types 1 Cone 2 Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C109=+/- 10 7 ASTM C1019=+/-14 4% Form 04103 Re.sto 0 Effective Date 12/02102 The nformatio provided this epon prepa ed to the cluswe of th client.Th eport may of be eproduced ny format without the writte per-0 of the ca nt no Kr d Ano ate Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO WA 98370, (360) 598 2126 Project No. 106-09079 Cyl.Code P17523 Pour Date 3/12/2010 Report No 49127 weather O'CAST Jurisdiction PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data MORTAR/GROUT REPORT Reported Batch Data Supplier FRED HILL Plant No. 3 Site Mix Design Actual Initial Weights Weights Flow or Grout Air Max/Min Mix No. ACG10 Slump Temp. Temp. Temp. Cem.lbs. 959 Time Truck# Ticket# %Air (in.) (F) (F) (F) F Ash lbs. 745 387 13854 - FLUID 56 43 C.agg.lbs.1 C.agg.lbs.2 Grout Box Used C.agg.lbs.3 Number of units used to form specimens Sand lbs. 2573 Water lbs. 49 2 gals Placement Area 1 Air Ent.(oz) Location AUGER CAST PILES Other(oz) A390 47 3 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 87 Field Test Methods Remarks PLACED BY GROUT PUMP SAMPLED AT 8 OF 8 X ASTM C143 ASTM C138 TOTAL YARDS PLACED W/C 43 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data �i Design Strength 4 000 @ 28 days Date Specimens Recrd. 3/13/2010 Cross Laboratory Mid Pt. Out of Section Max. Comp. Test Methods Cyl. Test Width Height Plumb Area Load Strength Tested Break X ASTM C39 Code Date Age (in) (in) (%) (sq.in) (Ibs) (psi) Set# By Type ASTM C109 P17523 3/19/2010 7 2.00 200 400 12220 3 100 JS 1 ASTM C617 P17523 4/9/2010 28 2.00 2.00 400 22500 5 630 ZL 5 X ASTM C1019 P17523 4/9/2010 28 2.00 2.00 400 24140 6 040 ZL 5 Other P17523 28 2.00 200 400 23380 5 850 ZL 5 Test Results Remarks FR 119786 X Conforming Results Reviewed By k, Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2. Cone&Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C109=+/-10.7 ASTM C1019=+/-14 4% For 04103 Re 0 Effective Date t 2/02/02 The nformatio provided the eport prepared for the clushre of the client.This sport may of be sprodu ad ny format without the wnffe permeswn of the client WK, 9 Ass. is PREPARED 4/26/10 9 22 35 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/26/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 15 2010 10 04 41 AM jlierly PL1 02 4/15/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/20/10 AP April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 20 2010 8 44 58 AM jlierly PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 4/20/10 AP April 20 2010 8 37 57 AM 1pangrle RANDY 360 265 7664 UNDERGROUND PLUMBING MORNING April 20 2010 4 48 40 PM jlierly PL1 04 4/22/10 PB PLUMBING UNDER SLAB 4/22/10 AP April 21 2010 4 30 34 PM pbarthol randy 206 265 7664 April 22 2010 5 00 53 PM pbarthol PL1 OS 4/26/10 JLL PLUMBING UNDER SLAB April 26 2010 8 40 42 AM pbarthol Z Randy 360 265 7664 COMMENTS AND NOTES PREPARED 4/22/10 9 48 15 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/22/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 15 2010 10 04 41 AM jlierly PL1 02 4/15/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/20/10 AP April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 20 2010 8 44 58 AM jlierly PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 4/20/10 AP April 20 2010 8 37 57 AM 1pangrle RANDY 360 265 7664 UNDERGROUND PLUMBING MORNING April 20 2010 4 48 40 PM jlierly PL1 04 4/2 /10 JLL^ PLUMBING UNDER SLAB April 21 2010 4 30 39 PM pbarthol randy 206 265 7664 {��' - COMMENTS AND NOTES ` PREPARED 4/21/10 9 35 47 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/21/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 3/29/10 AP March 26 2010 3 46 19 PM 1pangrle MARK 206 850 9152 POURING A BIG FOOTING & WALL STARTING AT 7 30 AM MORNING March 29 2010 4 52 04 PM jlierly BLFD O1 3/30/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 30 2010 2 35 20 PM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN March 31 2010 8 37 45 AM jlierly BLFD 02 3/31/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 31 2010 8 10 47 AM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN March 31 2010 4 15 23 PM jlierly BL9 02 4/02/10 JLL BLDG SHEARWALL TIME 11 00 4/02/10 AP April 2 2010 8 12 17 AM 1pangrle MARK 206 850 9151 POURING SHEARWALL PILE CAP #10 AT 11 00 AM April 2 2010 4 38 35 PM jlierly BLFD 03 4/12/10 JLL BLDG FOUNDATION DRAINAGE TIME 09 00 4/12/10 AP April 12 2010 8 09 51 AM 1pangrle MIKE 683 7741 FOOTING DRAINS MORNING HE REQUESTED THAT YOU CALL HIM AND SET UP A TIME April 12 2010 4 44 49 PM jlierly BL2 01 4/15/10 JLL BLDG FOUNDATION STEM WALL 4/20/10 AP April 14 2010 5 33 41 PM 1pangrle LONNY 206 321 5768 POURING A STEMWALL April 20 2010 8 43 57 AM jlierly BL9 03 4/16/10 JLL BLDG SHEARWALL 4/20/10 AP April 14 2010 5 35 04 PM 1pangrle LONNY 206 321 5768 POURING TWO SHEARWALLS April 20 2010 8 44 58 AM jlierly BLFO O1 4/19/10 JLL BLDG FOUNDATION 4/20/10 AP April 14 2010 5 36 15 PM 1pangrle LONNY 206 321 5768 POURING A SMALL SLAB INSIDE PILE CAP #10 April 20 2010 8 44 58 AM jlierly BLI O1 4/21/10 L BLDG INSULATION April 20 2010 4 08 07 PM 1pangrle MARK 206 850 9152 RIGID INSULATION BEFORE BACKFILL AGAINST WALLS COMMENTS AND NOTES PREPARED 4/20/10 8 39 21 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/20/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 4/14/10 JLL PLUMBING UNDER SLAB TIME O1 00 4/15/10 AP April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON April 15 2010 10 04 41 AM jlierly PL1 02 4/15/10 PLUMBING UNDER SLAB TIME O1 00 April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING' AFTERNOON PL1 03 4/20/10 JLL PLUMBING UNDER SLAB TIME 09 00 April 20 2010 8 37 57 AM 1pangrle RANDY 360 265 7664 'UNDERGROUND PLUMBING MORNING COMMENTS AND NOTES PREPARED 4/16/10 9 12 32 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/16/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 3/29/10 AP March 26 2010 3 48 19 PM 1pangrle MARK 206 850 9152 POURING A BIG FOOTING & WALL STARTING AT 7 30 AM MORNING March 29 2010 4 52 04 PM jlierly BLFD O1 3/30/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 30 2010 2 35 20 PM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN' March 31 2010 8 37 45 AM jlierly BLFD 02 3/31/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 31 2010 8 10 47 AM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN March 31 2010 4 15 23 PM jlierly BL9 02 4/02/10 JLL BLDG SHEARWALL TIME 11 00 4/02/10 AP April 2 2010 8 12 17 AM 1pangrle MARK 206 850 9151 POURING SHEARWALL PILE CAP #10 AT 11 00 AM April 2 2010 4 38 35 PM jlierly BLFD 03 4/12/10 JLL BLDG FOUNDATION DRAINAGE TIME 09 00 4/12/10 AP April 12 2010 8 09 51 AM 1pangrle MIKE 683 7741 FOOTING DRAINS MORNING HE REQUESTED THAT YOU CALL HIM AND SET UP A TIME April 12 2010 4 44 49 PM jlierly BL2 01 4/15/10 BLDG FOUNDATION STEM WALL April 14 2010 5 33 41 PM 1pangrle LONNY 206 321 5768 POURING A STEMWALL BL9 03 4/16/10 JU , BLDG SHEARWALL April 14 201010 5 35 04 PM 1pangrle LONNY 206 321 5768 POURING TWO SHEARWALLS COMMENTS AND NOTES PREPARED 4/19/10 9 35 55 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/19/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 3/29/10 AP March 26 2010 3 48 19 PM 1pangrle MARK 206 850 9152 POURING A BIG FOOTING & WALL STARTING AT 7 30 AM MORNING March 29 2010 4 52 04 PM jlierly BLFD O1 3/30/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 30 2010 2 35 20 PM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN March 31 2010 8 37 45 AM jlierly BLFD 02 3/31/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 31 2010 8 10 47 AM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN March 31 2010 4 15 23 PM jlierly BL9 02 4/02/10 JLL BLDG SHEARWALL TIME 11 00 4/02/10 AP April 2 2010 8 12 17 AM 1pangrle MARK 206 850 9151 POURING SHEARWALL PILE CAP #10 AT 11 00 AM' April 2 2010 4 38 35 PM jlierly BLFD 03 4/12/10 JLL BLDG FOUNDATION DRAINAGE TIME 09 00 4/12/10 AP April 12 2010 8 09 51 AM 1pangrle MIKE 683 7741 FOOTING DRAINS ` MORNING HE REQUESTED THAT YOU CALL HIM AND SET UP A TIME April 12 2010 4 44 49 PM jlierly BL2 01 4/15/10 BLDG FOUNDATION STEM WALL i April 14 2010 5 33 41 PM 1pangrle LONNY 206 321 5768 POURING A STEMWALL BL9 03 4/16/10J BLDG SHEARWALL April 14 2010 5 35 04 PM 1pangrle LONNY 206 321 5768 POURING TWO SHEARWALLS BLFO O1 4/19/10J BLDG FOUNDATION April 14 2010 5 36 15 PM 1pangrle LONNY 206 321 5768 POURING A SMALL SLAB INSIDE PILE CAP #10 COMMENTS AND NOTES i I PREPARED 4/15/10 8 12 07 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/15/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NSR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 3/29/10 AP March 26 2010 3 48 19 PM 1pangrle MARK 206 850 9152 POURING A BIG FOOTING & WALL STARTING AT 7 30 AM MORNING March 29 2010 4 52 04 PM jlierly BLFD O1 3/30/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 30 2010 2 35 20 PM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN March 31 2010 8 37 45 AM jlierly BLFD 02 3/31/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 31 2010 8 10 47 AM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN March 31 2010 4 15 23 PM jlierly BL9 02 4/02/10 JLL BLDG SHEARWALL TIME 11 00 4/02/10 AP April 2 2010 8 12 17 AM 1pangrle MARK 206 850 9151 POURING SHEARWALL PILE CAP #10 AT 11 00 AM April 2 2010 4 38 35 PM jlierly BLFD 03 4/12/10 JLL BLDG FOUNDATION DRAINAGE TIME 09 00 4/12/10 AP April 12 2010 8 09 51 AM 1pangrle MIKE 683 7741 FOOTING DRAINS MORNING HE REQUESTED THAT YOU CALL HIM AND SET UP A TIME April 12 2010 4 44 49 PM jlierly BL2 01 4/15/10 J L BLDG FOUNDATION STEM WALL W April 14 2010 5 33 41 PM 1pangrle LONNY 206 321 5768 POURING A STEMWALL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 4/14/10 JL PLUMBING UNDER SLAB TIME O1 00 April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON PL1 02 4/15/10 J PLUMBING UNDER SLAB TIME O1 00 April 14 2010 5 44 59 PM 1pangrle RANDY 360 265 7664 'UNDERSLAB PLUMBING AFTERNOON COMMENTS AND NOTES PREPARED 4/14/10 8 29 17 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/14/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 4/14/10 J PLUMBING UNDER SLAB TIME 01 00 i April 13 2010 3 20 28 PM 1pangrle RANDY 360 265 7664 UNDERSLAB PLUMBING AFTERNOON COMMENTS AND NOTES i j�� 3 MOISTURE DENSITY ANALYSIS 147 I i I — — ` - 142 i 137 ' w C -- 132 i I -- - - - - - - - -- -� - - f- J- t - I I I 127 f I 122 1 3 5 7 9 11 13 Water content, % Test specification. ASTM D 1557-02 Procedure C modified Oversize correction applied to each point Elev/ Classification Nat. %> % < Depth USCS AASHTO Moist. Sp•G. LL PI 3/4 in. No.200 GP-GM A l-a NV 140 6 1 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 138 pcf 134 pcf POORLY GRADED GRAVEL WITH SILT AND SAND Optimum moisture= 7 % 9 % Project No. 106-09104 Client: STATE OF WASHINGTON DEPT OF GA Remarks. Project: PENINSULA COLLEGE MAIER HALL AND WEST CAMPUS STRUCTURE DATE.4/13/10 SAMPLE ID-P17623 • Location C AND J PROVIDED SAMPLE ON SITE FIELD DESCRIPTION 3/4 MINUS CRUSHED MIMS I<JrOLZX I Figure Nick Strohmeier - From: Lavina H. Sadhwani[Isadhwani@mka.com) Sent: Monday April 12,2010 3:11 PM To: Nick Strohmeier Paul Cronin Cc: Angelene G. McDaniel;Steve R.Thomas; Carl Dominguez,Jean-Claude Letoumeau Subject: FW* PCC-MH�-welded headed studs and deformed bar anchors Attachments: PCC Level 3 embed fixes.pdf Nick, Paul— Attached is a sketch that shows the 5 embed locations where the DBA weld will need to be repaired or upsized to a 7/16' fillet weld. Please review and let me know if you have questions or further concerns. Lavina Lavina H.Sadhwani,P.E. Associate Magnusson Klemencic Associates 1301 Fifth Avenue,Suite 3200,Seattle,WA 98101-2699 T 206-292 1200,F•206-292-1201 From: Lavin H. Sadhwani Sent: Friday, March 26, 2010 10:21 AM To: 'Nick Strohmeiee Cc: Carl Dominguez;Jean-Claude Letourneau;Angelene G. McDaniel, Steve R.Thomas; Paul Cronin Subject: RE: PCC- MH -welded headed studs and deformed bar anchors Nick— Regarding the WELDED HEADED STUDS,we have gone through our calculations and found that the reduced capacity we get from the use of a fillet weld in lieu of a complete fusion weld(provided by nelson or tru-weld)is acceptable for the studs we have on our embeds. Provided we have 5/16 all-around fillet welds at all studs,the studs on the embed connections are acceptable. Regarded the DEFORMED BAR ANCHORS(DBA's),we went through our calculations and found that the use of a 5/16 fillet weld atfithe DBA connections is acceptable at the embeds at the Roof and at Level 2.The welds.at the DBA's at the Level 3 need to be upsized to get us to the strength required by our design.We require a 7/16"all-around fillet weld at the DBA's to the embed plate at all the Level 3 embeds.There are five embeds at Level 3 where the welds will need to be upsized. Please formally send through the product data on the studs and A706 weldable rebar and welder qualifications for rebar and stud welding as a submittal to formally document the substitution from Nelson and Truweld. Please confirm that the welds can be upsized on the Level 3 embeds,and hopefully this concludes this issue. Lavina t 1 Lavina H.Sadhwani,P.E. Associate - Magnusson Klemencic Associates 1301 Fifth Avenue,Suite 3200,Seattle,WA 98101-2699 T 206-292 1200,F 206-292 1201 -----Original Message-- From:Nick Strohmeier(mailto:StrohmeierNnahswc.coml Sent:Thursday March 25,2010 3.59 PM To:Lavina H.Sadhwani Cc:Carl Dominguez•,Jean-Claude Letourneau;Angelene G.McDaniel;Steve R Thomas;Paul Cronin Subject:RE.PCC MH welded headed studs Here are the welder certs. I also received confirmation that the DBAs were attached using a5/16"fillet weld. Let me know if you need anything else. Thanks, Nick -----Original Message-- From:Nick Strohmeier Sent:Thursday March 25,2010 3:25 PM To:'Lavina H.Sadhwani' Cc:Carl Dominguez;Jean-Claude Letoumeau;Angelene G.McDaniel;Steve R.Thomas;Paul Cronin Subject:RE.PCC-MH-welded headed studs Laving, Here are the certs I received from KVM for the Nelson Studs and the DBAs. I believe the DBAs were also attached using a 5/16' fillet,but I am getting written confirmation of that. I will forward that along with the welders qualifications as soon as I receive them. Thanks, Nick -----Original Message--- From:Uvina H.Sadhwani f mailto:lsadhwanina mka.coml Sent:Wednesday March 24,2010 4.23 PM To:Nick Strohmeier Cc:Carl Dominguez;Jean-Claude Letoumeau;Angelene G.McDaniel;Steve'R.Thomas;.Paul Cronin Subject:RE.PCC-MH-welded headed studs Nick- If the AWS standard is used for stud welding,I need to see certification/documentation on the mechanical properties of the stud properties(tension,yield strength,etc. )that show conformanceto AISC(or equivalency to the manufacturers listed on our documents)and the welders qualifications and certifications for this type of welding(see Appendix IX of AWS documents).See section 7.3.3 of the AWS document submitted. Also,please let me know how the DBA's have been welded to the plate and the material specification of the DBA's. Lavina Lavina H.Sadhwani,P.E. Associate Magnusson Klemencic Associates 1301 Fifth Avenue,Suite 3200,Seattle,WA 98101-2699 2 T 206-292-1200,F 206-292-1201 ----Original Message---- From:Nick Strohmeier mailto:StrohmeierN hswc.com Sent:Wednesday March 24 2010 2:59 PM To:Lavina H.Sadhwani Cc:Carl Dominguez;Jean-Claude Letourneau;Angelene G.McDaniel;Steve R Thomas;Paul Cronin Subject:RE.PCC MH-welded headed studs Lavina Attached is the email backup we received from KVM. Give me a call'when you get a chance and we can discuss what needs to be done from here. Thanks, Nick ----Original Message--- From:Lavin H.Sadhwani[mailto:lsadhwanina.mka.com] Sent:Wednesday March 24 2010 2:32 PM To:Nick Strohmeier Cc:Carl Dominguez;Jean-Claude Letourneau;Angelene G.McDaniel;Steve R.Thomas;Paul Cronin Subject:RE.PCC MH-welded headed studs Nick-- Providing a fillet weld on the studs is not consistent with the structural drawings and is not consistent with the notes we marked up on the shop drawings. We need a formal substitution request from HSW that shows that the stud capacity with the fillet weld between the stud and the embed/beam is no less than what we would expect if the stud was installed according to one of the approved welded headed studs manufacturers referenced on the structural drawings. Please provide this information soon,I need to know that the embeds currently being installed meet our design criteria. Thanks, Lavina Lavina H.Sadhwani,P.E. Associate Magnusson Klemencic Associates 1301 Fifth Avenue,Suite 3200,Seattle,WA 98101-2699 T 206-292 1200,F 206-292 1201 ---original Message--- From:Nick Strohmeier(mailto:StrohmeierN rr hswc.com] Sent:Wednesday March 24,2010 2:05 PM To:Lavina H.Sadhwani Cc:Carl Dominguez;Jean-Claude Letourneau;Angelene G.McDaniel,Steve R.Thomas;Paul Cronin Subject:RE.PCC-MH welded headed studs I have an email from KVM stating the welds on the 3/4"studs are 5/16 and the welds on the 1/2"studs are 1/4 per their standard shop procedures. It's kind of informal,but I can pass it along if it will suffice. We can also have Krazan visually inspect the welds to confirm they are per plan. Let me know Thanks, Nick 3 -----Original Message--- - From:Lavina H.Sadhwani fmailto:isadhwani n.mka.coml Sent:Wednesday March 24,2010 1.45 PM To:Nick Strohmeier Cc:Carl Dominguez;Jean-Claude Letoumeau;Angelene G.McDaniel;Steve R Thomas Subject:PCC-MH-welded headed studs Nick— As discussed today andas marked up on previous steel and embed submittals,welded headed studs on steel embeds and beams should be installed per manufacturer's recommendations.The structural general notes give criteria on accepted headed studs manufacturers. Welding the studs with a fillet weld is not acceptable as it does not develop the capacity of the stud,and I do not believe is consistent with the approved manufacturers recommendations.As mentioned on the phone,rd like to resolve this issue soon as I see that you are beginning to install embeds in the walls.If the studs on the embeds were not installed according to our drawings and design criteria all the embeds may not have the required strength and may all be deficient. Lavina Lavina H.Sadhwani,P.E. Associate Magnusson Klemencic Associates 1301 Fifth Avenue,Suite.3200,Seattle,WA 98101-2699 T 206-292-1200,F 206-292-1201 4 ............ .......... V" Mi—I R", Wlo T rk�Wltv- Aw 10,F ^r.mJaV.'���`"i,�q�S l" ".�" ,��y ;u. 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WY 4 sat WWI 4101Ut, MA b-vi`1!v 7f IF g.,T VF PTI ir* �IAMAW eA VI p, PREPARED 4/12/10 8 12 38 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/12/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 3/29/10 AP March 26 2010 3 48 19 PM 1pangrle MARK 206 850 9152 POURING A BIG FOOTING & WALL STARTING AT 7 30 AM MORNING March 29 2010 4 52 04 PM jlierly BLFD 01 3/30/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 30 2010 2 35 20 PM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN' March 31 2010 8 37 45 AM jlierly BLFD 02 3/31/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 31 2010 8 10 47 AM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN March 31 2010 4 15 23 PM jlierly BL9 02 4/02/10 JLL BLDG SHEARWALL TIME 11 00 4/02/10 AP April 2 2010 8 12 17 AM 1pangrle MARK 206 850 9151 POURING SHEARWALL PILE CAP 410 AT 11 00 AM April 2 2010 4 38 35 PM jlierly BLFD 03 4/12/10 L BLDG FOUNDATION DRAINAGE TIME 09 00 April 12 2010 B 09 51 AM 1pangrle \ MIKE 683 7741 FOOTING DRAINS MORNING HE REQUESTED THAT YOU CALL HIM AND SET UP A TIME COMMENTS AND NOTES q 4a I -IELD REPORT NO =1 1 0 =gym Zrl aa & Associates, Inc 611 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION SATE. '�-�"/© CONTRACTOR. 67cSG� 'ROJECT#• ��� ©?/PJ¢ JURISDICTION 'ROJECT pgA4,Q WA e Z7� PERMIT#• _OCATION z d Z INSPECTOR: <RAZAN PROJECT MANAGER. WEATHER. TEMP- 6/ nJJ %S27-6 �iP 7� T � fiySlJ�G���.J t7G�P cam/ jip.Gin�� �ic90 G��ri�ar.�s iJ�S�����a-J .off G��c�'�T� .�'dG✓� ,��i`9T�" / iQc� Aff?� 70 t l e >0144 e--,o eQ�CrIP/T� ��>�G�o �j �Ch'�/' �'� ��-t<�✓�'�is'�G� ��d�3 h'-Q�,� 14W O A5-60n �,_ CAI /5"d 2o- `/A•20-S oma- �JisC� GL?,r- 60oc:)./ /AJ 6Z L4-1.L 15, 10 AJ rr c51f7ZnP40 0":- gZ4¢e ti 00/A � /fes a 7&rw Gni ov= :KM5 07— G y4/"IW5 c5' G SSG/J IDdr? Rr/0e1<r2g /4rti+A Sz a'e/2 �,E� rS,° 'G/I✓t� Z/V Q4,<0A T/&► 14�A5c rX rs 5; ie, �ifW5r�J8.t e 5TH J/ —co,TAvQ 1-4�1,,,e 2— Equipment/Asset Equipment/Asset Number(s) b the best of my knowledge,the above/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative Technician P /'-z- 'b Wtlk- �tk its report indicates our Inspector's observation and testing results based on the site condition and coritractor's activities.This information is subject to review prior to Inal submittal.By signing this report,our spector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of e client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 v KCOI ACTION rdzan & Associates , Inc REPORTNO 22206 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING _ CONSTRUCTION TESTING AND INSPECTION DATE: -4 7-C?—/ qCONTRACTOR: > �� PROJECT#' `�D-v4 PERMIT NO: � PROJECT• ,940!9 J (:044✓ 122MIA& A/XC- INSPECTOR: 0/L/� 1 OA"-1f LOCATION: JURISDICTION: KRAZAN PROJECT MANAGER: !Tle!�2b WEATHER: TEMP:gI 5 ❑ WASHINGTON DENSOMETER ❑ SANDCONE 154 NUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one) Sub/Agg/Asphalt 15e 21ql? $"/ 0- Building Pad (s) Uff Other 0061r1r- ElTrenches (circle one): Sewer/Water/Storm Drain/Utly Max Dry Opt Curve Unified Soils Classification Density Moisture 1-753,3 1v ,--;15/r Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction l" -4017,-Q3 q �8 q i -7 Map Location: Curve Test Methoc!V This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future y ��5 construction activities or rainfall events.The compaction tests were performed at the approximate 0 Attached Daily Avg.Std f Q locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities / D vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily Avg.Std �17 or paving construction,nor does our work relieve the contractor's responsibility to conform to the Count moisture �2 approved project plans and specifications. Gauge# e2 DC7 To the best of my knowledge,the above /WAS NOT perfor ed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: A 14c IN Serving the Western United States 1501 Compaction Report.doc Revisi 1 Effectiv Date:11006 The information provided on this report prepared fo the exclusive use of the ch nt.This report may of he reproduced in any format without the written permission of the client and Krazen&Associates. �,��,�1-J,t 6W�'aZa1 & ,ssociates , Inc -IELD REPORT NO GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION )ATE. �g� d CONTRACTOR: 'ROJECT#- f�6— D ef) © JURISDICTION: iROJECT- r, Al/,01f L PERMIT#- Dq— OCATION z INSPECTOR. :RAZAN PROJECT MANAGER. � � WEATHER. t5 TEMP-4 Z� �2/0 is/7 �i� ,� 6 � �� 5���rsa� l `�.,C.rz09 r cern ��a 6o9.C)z fa.S . /'i f'G /"t) C 4 7- AQ,6. -"l/,r3 / J�?.�'GN,s�iUrG4[.L:� VI ted 70, 1 P )ZT8P9 Z,1Vn 56y A114'- 2W��eZ-'9Z 45" d0'9 e5'23�w'o« w0s T.Q WQ &D :r&?4V X e &&-e,*7R, f iriP i�l Ti-r�2� . /��,8 C � / L5657- o A;7, 7T v-;-s 70 vs. 1�c i� e�•P/z�P �f���P� �.e.�r��GTid.•�z r�lr9D� s�oQ/�� Ta /�Gr.�' &9 1 TAI enD'277P- ;Y' lb,020 i,-0G 6, &V Equipment/Asset Number(s) the best of my knowledge,the above5.S AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repr ntative Technician I- is report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior o final submittal.By signing this report,our .pector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided this report is prepared for the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 -IELD REPORT NO , , "�KraZan & ASSociate s, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION )ATE. ' `ft CONTRACTOR. A 5 DROJECT#' ,L�7lo`d JURISDICTION: ,J014" 'R0JECT�i�'iV'1t) 2041,gP AlAge, PERMIT OCATION oe INSPECTOR. jGG ��,r',1G.�✓� <RAZAN PROJECT MANAGER. WEATHER. 0 TEMP4,0 � �S IT�im1� T/fide 3'fiv� YC:�G.� IWT"/AvC, " ff&i e J�1l1- f/yT /off D T ,As 0?Wr,-re/AL 10 Aa7-1y6 -r119 ZO(ZIls/ �Jtw, k- � 11476 )Pole t r Equipment/Asset Number(s) f b the best of my knowledge,the abovW WAS NOT performed in accordance with the approved plans,specifications,and regulatory requiremeq ' Superintendent/Repr entative Technician /fm�L' his report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to fin ubmittal.By signing this report,our spector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this Alport is prepared for the exclusive use of e client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 I COI ACTION " aZ & Associates , Inc REPORT NO 22206 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING _ CONSTRUCTION TESTING AND INSPECTION )ATE: Tl / CONTRACTOR: IROJECT#- PERMIT NO: n � IROJECT )"0A-*A3 GOGt, MA C..- INSPECTOR: V3/Z1-- U'DAAJf .00ATION: JURISDICTION: -� CRAZAN PROJECT MANAGER: 1T m 16 WEATHER: ©l/ TEMP:g0 ❑ WASHINGTON DENSOMETER ❑ SANDCONE �4 NUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one) Sub/Agg/Asphalt Building Pad (s) Other �L ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Pr l Curve Unified Soils Classification Max Dry Opt Density Moisture 1 /1/6 1--)517- Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction A°/ 126,2 11 q qZ5 e� 1 , a 2, 1,�fz q / � 7 25's r,2r t Curve Test Method: This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future Map Location: �5 s construction activities or rainfall events.The compaction tests were performed at the approximate ❑Attached Daily Avg.Std f {� locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities / d vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily Avg.Std or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture �2 approved project plans and specifications. Gauge# - 0V fo the best of my knowledge,the above V, WAS NOT perfor ed in accordance with the approved plans,specifications,and regulatory requirements. superintendent/Representative: Technician: /1 Serving the Western United States 1501 Compaction Report.doc Revision 1 Fff. n. 1rc Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO 98370 (360)598 2126 Project No. 106-09104 Cyl. Code P 17622 Pour Date 4/8/2010 Report No. 48813 Weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix unix No. M5070 1 P Cem.lbs. 660 Mix Air Unit F Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1844 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 925 386 14579 - 625 56 42 -- C.agg.lbs.3 Sand lbs. 1390 Water lbs. 25gal Placement Area Air Ent.(oz) Location GRADE BEAMS PC-10 AND PILE CAP D 6-11 3 other(oz) - 66 2oz Other(oz) Other(oz) - Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY PUMP AND MECHANICALLY X ASTM C143 ASTM C138 CONSOLIDATED SAMPLED AT 18 OF 35 yds X ASTM C1064 ASTM C173 W/C 32 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/9/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17622 4/15/2010 7 4x8 12.56 00 70470 5 610 1 AC 3 X ASTM C39 P17622 5/6/2010 28 4X8 ASTM C109 P17622 5/6/2010 28 4X8 ASTM C617 P17622 3/2/2010 28 4X8 X ASTM C1231 P17622 ASTM C780 P 17622 Other P17622 P17622 Test Results Remarks FR# 119953 Conforming Results Reviewed By Date Reviewed -I S'/U WQ Non-Conforming Codes for Break Types. 1 Cone 2- Cone& Split_ 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Revwo 2 Effectiv Date 12102t02 The nformatio provided this sport prepared to the cluswe of the di nt Thi Sport may of be eprodu ed ny format without the writte permissio of the client nd Kr &Associate Particle Size Distribution Report C S. � C � � � � o o0s0� o O O O o � o (O M N n M # # # # # # 100 ! II 0 90 -+ i ij -- 'I ! 10 I i 8020- -- ,I I I 70 30 M Z 60 - f — -- ao m i Z Z 50 7 - 50 n W € U S uI O 0' 40 - -60 W En a i I iL I- 30 i 20 -lj i I { J' j t 1tj 8 10 Q J 100 100 10 1 0.1 0.01 0.001 GRAIN SIZE mm. _%Gravel %Sand _ _ _%Fines +3' Coarse T Fine Coarsei Medium Fine Silt Clay 00 140 508 137 . 99 5.5 61 Test Results(ASTM C-136& ASTM C-117) Material Description Opening Percent Spec. Pass? POORLY GRADED GRAVEL WITH SILT AND SAND Size Finer (Percent) (X=Fail) 1.5 1000 1 980 Atterberg Limits (ASTM D 4318) 75 860 PL= NP LL= NV PI= 625 73.2 5 598 Classification .375 47 1 USCS(D 2487)= GP-GM AASHTO(M 145)= A 1-a 44 35.2 - Coefficients 98 23 7 D90= 20 4125 D85= 18 7573 D60= 12.7522 #16 167 D50= 10.3028 D30= 3 4301 D15= 0.8997 #40 116 D10= 0.2517 Cu= 50 66 Cc= 3 67 #60 100 4100 8.5 Remarks 4200 6 1 FIELD DESCRIPTION 3/4 MINUS CRUSHED Date Received 4/6/10 Date Tested 4/13/10 Tested By- ZL Checked By- AC Title LABORATORY MANAGER (no specification provided) Location C AND J PROVIDED SAMPLE ON SITE Date Sampled 4/6/10 Sample Number: P17623 Client: STATE OF WASHINGTON DEPT OF GA x ` w_ _ Project: PENINSULA COLLEGE MAZER HALL AND WEST CAMPUS '...Ki- STRUCTURE Pro'ect No. 106-09104 Fi ure t -- aZa1 & -Associates, Inc -IELD REPORT NO GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. *"-1i - l0 CONTRACTOR. 1'1640 PROJECT# l0 - JURISDICTION: " PROJECT �/� CDGC, 094/ A C, PERMIT#- DCj'�� LOCATION A INSPECTOR. k!�//-6- aa r KRAZAN PROJECT MANAGER. WEATHER. DCz TEMP• g X572-E _ /A-96/2FC,7-10, .1 . /00/0 C" 7� C2S //vt5f'-fGT/at ys /0'Cl0e: R_/4e 667R6 AT G !"yn�GR�� �G•9e�c.0 E3 Y G fi�[.c T'� �� /��/�i�lC.�GC.� Y .f///3iPA--�(�, 5 ,t BTL. ,//t't or1,0,0 > �5 ��, G p� . c5��a,� /�0AO (f AX494±jniF_5 7a rDCle, 6�gL �?— �,c�i9ce�r�,� 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/Rep entative Technician rhis report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This informations subject to review prior to nal submittal.By signing this report,our nspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on t is report is prepared for the exclusive use of he client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503)665-3574 Poulsbo (360) 598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 aZa1 & -IELD REPORT NO 1 3� t =� ,ssociates , Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION )ATE. 4-6 - 10 CONTRACTOR: HSS PROJECT# 166" 017/0-1- JURISDICTION: �. 'ROJECT f'Z0" CDC-c- 1/21,4/4C PERMIT#-_��—fit �¢ OCATION INSPECTOR. SEfGli CRAZAN PROJECT MANAGER. T WEATHER. © C__ TEMP• 4oJ � �� P�rl�•,.� � it.� tSiJhr �� /G �. T�9 r/U /0'/G1e,-9:oD --U P Oli E 6Am,4 C2 ©r' A6,� C !=/<.c.. og2,97 IfQ 0,V C e 7- (= ` �1l,/1 " 1-1,4.L1.Axf /0/7— X/94) 3�� A'2/"Cl e, 7- 91t-Y 01_/ vq,ePs Alw 7- 0 ✓�IfIT' °�/�L r Ile O el-7-) / A4 fav /✓A-rl ile ,4AJA N(�l� >, Gfi'I,CiS�i r� 12'/�1TT�2/�L . Ne2e.J C—z 3K Equipment/Asset Number(s) o the best of my knowledge,the abo e W /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative Technician L , its report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to fin submittal.By signing this report,our spector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of e client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 Krazan Sf Associates, Inc. 1230 FINN HILL RD POULSBO 98370 (360)598 2126 Project No. 106-09104 Cyl Code P17631 Pour Date 4/6/2010 Report No 48984 Weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP 501 Cem.lbs. 573 Mix Air Unit F Ash lbs. 101 Slump Temp. Temp. Wt. C.agg.lbs.1 1906 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 25 392 14559 - 475 58 49 -- C.agg.lbs.3 Sand lbs. 1192 Water lbs. 24gal Placement Area Air Ent.(oz) Location PILE CAPS F-11 G-11 Other(oz) POLY 542 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 15 Field Test Methods Remarks PLACED BY CHUTE SAMPLED AT 9 OF 9 yds X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 W/C 30 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 4/9/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17631 4/13/2010 7 4x8 1256 00 64575 5 140 1 ZL 3 X ASTM C39 P17631 5/4/2010 - 28 4X8 ASTM C109 P17631 5/4/2010 28 4X8 ASTM C617 P17631 3/2/2010 28 4X8 X ASTM C1231 P17631 ASTM C780 P17631 Other P17631 P17631 Test Results Remarks FR# 119975 Conforming Results Reviewed By K/ Date Reviewed Non-Conforming Codes for Break Types 1 Cone 2 Cone& Split 3 Cone & Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties ASTM C-39+/-8% Form 03101 Revis. 2 Effective Date 12/02/02 The nformatio of vided thm eport prepared to the clusive use of the client.This epod may of be eprodu ed ny format without the writte permiss of the ch nl nd Kr 8 Asso ate l -111111111 COI ACTION R"Krazan & Associates , Inc REPORT NO 22207 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Of— /d CONTRACTOR: 116eA) PROJECT# - �G— 1/04 PERMITNO: PROJECT. (f04.g, �i9�� SL C, INSPECTOR: LOCATION: JURISDICTION: KRAZAN PROJECT MANAGER: WEATHER: TEMP: ❑ WASHINGTON DENSOMETER ❑ SANDCONE 9 NUCLEAR TEST ❑ OTHER LOCATION MAP, _N ❑ Paved Areas (circle one) Sub/Agg/Asphalt P iw C?j6 ❑ Building Pad (s) 1 f 9 Other t I ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly t Curve Unified Soils Classification Max Dry opt Density Moisture 7 3ry 77e, c!!re7G / o Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction 126-to 7 1--2- t/ 1-3 5;4- 12, 0 52 22— Map Location: Curve Test Method: This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future -fib~ -7 construction activities or rainfall events.The compaction tests were performed at the approximate ❑Attached Daily Avg.Std 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 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,specifications,and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 Compactio Report.doc Revision 1 EffectN Date.11/3/06 The informatio provided this report is prepared for the xclust use of the client.This report may not be repmdu ed in any format without the written permission of the client and Krazen&Associates. mil,,. -IELD REPORT NO 9 9 4 f Kraza . & ,ssociates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. /!J CONTRACTOR: 1-16� PROJECT#' /�6,' O ZZ24- JURISDICTION: Z A PROJECT J90/uiy Cr9LC. ,/hi¢<eye PERMIT#- e*)T—q�¢ LOCATION INSPECTOR. y6l;l KRAZAN PROJECT MANAGER. WEATHER. C'/ TEMP',f�2 er��0 A" tiz-i/01 /�>� —77 57'S 42,07— —7—'YF 45�Rb /aG ,Q Equipment/Asset Number(s) 72,73 To the best of my knowledge,the above AA WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative Technician 2��' P A/4- This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prio o final submittal.By signing this-report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided o 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&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO 98370,(360)598 2126 L Project No. 106-09104 Cyl.Code P17589 Pour Date 4/2/2010 Report No. 48986 weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect client STATE OF WA DEPT OF GA contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP 501 Cern.lbs. 579 Mix Air Unit F Ash lbs. 100 Slump Temp. Temp. Wt. C.agg.lbs.1 1906 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 05 387 14528 - 575 58 41 C.agg.lbs.3 Sand lbs. 1248 Water lbs. 26 7 gals Placement Area Air Ent.(oz) Location PILE CAPS AT 9/F 10/F A/5 AND A/6 other(oz) POLY 53 9 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 20 Field Test Methods Remarks PLACED BY PUMP AND CHUTE SAMPLED AT 9 OF 27 X ASTM C143 ASTM C138 TOTAL YARDS PLACED W/C 33 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/3/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17589 4/9/2010 7 4x8 12.56 63525 5 060 ZL 2 X ASTM C39 P17589 4/30/2010 28 4X8 ASTM C109 P17589 4/30/2010 28 4X8 ASTM C617 P17589 4/30/2010 28 4X8 X ASTM C1231 P17589 ASTM C780 P17589 Other P17589 P17589 Test Results Remarks FR 119966 Conforming Results Reviewed By �C, Date Reviewed y 9,1e Non-Conforming Codes for Break Types: 1 Cone 2. Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revisio 2 Elfectiv Date 12/02/02 The nWmatlo provided o this report is prepared to the clu of the ch nt This sport may not be eproduced ny formal without the written permis of the chant nd Kr d Asso ate Krazan 8,Associates, Inc. 1230 FINN HILL RD POULSBO` 98370,(360)598 2126 Project No. 106-09104 Cyl.Code P17589 Pour Date 4/2/2010 Report No. 48983 weather O'CAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 _ Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cern.lbs. 542 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. wt. C.agg.lbs.1 1787 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1045 73 14518 - 65 56 40 - C.agg.lbs.3 Sand lbs. 1373 Water Ibs. 23 5 gals Placement Area Air Ent.(oz) Location PILE CAP#10 WALLS Other(oz) A345 53 1 oz SAMPLED AT LINE D @ 10-11 BOTTOM Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 8 Field Test Methods Remarks PLACED BY PUMP MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 18 OF 63 TOTAL YARDS PLACED X ASTM C1064 ASTM C173 W/C 30 X ASTM C31 other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 4/3/2010 Cyl. Test Field Max. Camp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17589 4/9/2010 7 4x8 12.56 67050 5 340 ZL 2 X ASTM C39 P17589 4/30/2010 28 4X8 ASTM C109 P17589 4/30/2010 28 4X8 ASTM C617 P17589 4/30/2010 28 4X8 X ASTM C1231 P17589 ASTM C780 P17589 Other P17589 P17589 Test Results Remarks FR 119966 Conforming Results Reviewed By W Date Reviewed yrs Non-Conforming Codes for Break Types: 1 Cone 2. Cone& Split 3 Cone& Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties. ASTM C-39+/-8% Form 03101 Revision 2 Effective Date 12/02102 The infornatio provided this eport is preps ed to the exclusive or the client.This sport may of be eprodu ed ny format without the writte permission of the client nd Kr d Associate KX -IELD REPORT NO aZ;aZ & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 4--a—/O CONTRACTOR: HV CQ PROJECT# Z / '� JURISDICTION PROJECT 5CWPrJ ✓r,9tJW 94KZ-[ PERMIT LOCATION. INSPECTOR. KRAZAN PROJECT MANAGER: WEATHER: TEMP- C-100 CM,.r� JP44-- 40 S[�f �'u 091/9 A�"AQ / ell"liY .de j3E /d "yZ5Z� ai5� 'y � ��� c��� 'R 7 y r s 0 n9/)e A'30 7W PPP- l-UO 3,-- /::�P IYIL L Wes 'Ze, 3 '72� /eu //S/ ;ZF r" i A O Equipment/Asset Number(s) To the best of my knowledge,the abovd&�WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative Technician -6&: P i4;rL--1 This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior t final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information<on this report may have been provided by others on site. The information provided on 4his report is prepared for the exclusive use of Me client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 PREPARED 4/02/10 8 14 07 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/02/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 3/29/10 AP March 26 2010 3 48 19 PM 1pangrle MARK 206 850 9152 POURING A BIG FOOTING & WALL STARTING AT 7 30 AM MORNING March 29 2010 4 52 04 PM jlierly BLFD O1 3/30/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 30 2010 2 35 20 PM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN' March 31 2010 8 37 45 AM jlierly BLFD 02 3/31/10 JLL BLDG FOUNDATION DRAINAGE 3/31/10 AP March 31 2010 8 10 47 AM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN March 31 2010 4 15 23 PM jlierly 13L 02 4/02/10 JLL BLDG SHEARWALL TIME 11 00 April 2 2010 8 12 17 AM 1pangrle MARK 206 850 9151 VV POURING SHEARWALL PILE CAP #10 AT 11 00 AM' COMMENTS AND NOTES Krazan &Associates, Inc.) 1230 FINN HILL RD POULSBO 98370, (360)598 2126 a Project No. 106-09104 Cyl.Code P17593 Pour Date 4/1/2010 Report No. 48988 weather O'CAST Jurisdiction PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix - Mix No. WC6000 1 Cern.lbs. 536 Mix Air Unit F Ash lbs. 121 Slump Temp. Temp. Wt. C.agg.lbs.1 1787 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 11 20 386 14475 - 65 58 47 -- C.agg.lbs.3 Sand lbs. 1378 Water lbs. 23 6 gals Placement Area Air Ent.(oz) Location ELEVATOR PIT WALLS other(oz) A345 53 1 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY BUCKET MECHANICALLY ASTM C143 x ASTM C138 CONOSOLIDATED SAMPLED AT 9 OF 9 TOTAL YARDS ASTM C1064 x ASTM C173 PLACED W/C 30 ASTM C31 x Other Inspector BILL UGOLINI Laboratory Data Design Strength WOOO @ 28 days Date Specimens Recd. 4/2/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17593 4/8/2010 7 4x8 12.56 56890 4 530 ZL 3 X ASTM C39 P17593 4/29/2010 28 4X8 ASTM C109 P17593 4/29/2010 28 4X8 ASTM C617 P17593 4/29/2010 28 4X8 X ASTM C1231 P17593 ASTM C780 P17593 Other P17593 P17593 Test Results Remarks FR 119967 Conforming Results Reviewed By k, Date Reviewed Non-Conforming Codes for Break Types: 1 Cone 2: Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revisio 2 Effective Date 12/02102 The utforma6o provided this soon prepared for the Oitleewe se of the client This sport may of be eproduced ny format mthout the wrote permissio of the client nd Kr 8 Assoc ate Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO ` 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17592 Pour Date 4/1/2010 Report No. 48987 Weather O CAST Jurisdiction PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect client STATE OF WA DEPT OF GA contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix - Mix No. SP 50 1 Cem.lbs. 574 Mix Air Unit F Ash lbs. 99 Slump Temp. Temp. Wt. C.agg.lbs.1 1910 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1 20 386 14495 - 6 58 49 -- C.agg.Itis.3 Sand lbs. 1184 Water lbs. 23 6 gals Placement Area Air Ent.(oz) Location PILE CAP # 6 other(oz) POLY 54.2 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY CHUTE MECHANICALLY CONSOLIDATED ASTM C143 x ASTM C138 SAMPLED AT 27 OF 70 TOTAL YARDS PLACED ASTM C1064 x ASTM C173 W/C 30 ASTM C31 x Other Inspector BILL UGOLINI Laboratory Data IV Design Strength 5 000 @ 28 days Date Specimens Rec'd. 4/2/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17592 4/8/2010 7 48 12.56 63875 5 090 ZL 3 X ASTM C39 P17592 4/29/2010 28 4X8 ASTM C109 P17592 4/29/2010 28 4X8 ASTM C617 P17592 4/29/2010 28 4X8 X ASTM C1231 P17592 ASTM C780 P17592 Other P17592 P17592 Test Results Remarks FR 119967 Conforming Results Reviewed By �,e Date Reviewed Y-IS j6 Non-Conforming Codes for Break Types. 1 Cone 2. Cone&Split 3- Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03 101 Revision 2 Effective Date 12/02102 The nformabon provided this epod prepared to the ,Uuwe use of the client.This eporl may of be eproduced ny format nMhout the wrdte per-t-on of the cli nt nd Kr 8 Auo ate PREPARED 3/31/10 8 12 10 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/31/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS MARK 206 850 9152 POURING A BIG FOOTING & WALL STARTING AT 7 30 AM MORNING March 29 2010 4 52 04 PM jlierly HLFD O1 3/30/10 BLDG FOUNDATION DRAINAGE March 30 2010 2 35 20 PM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN' BLFD 02 3/31/10BLDG FOUNDATION DRAINAGE LO March 31 2010 8 10 47 AM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN l^ a/'1.�/ G /� COMMENTS AND NOTES Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO 98370 (360)598 2126 Project No. 106-09104 Cyl.Code P17624 Pour Date 3/30/2010 Report No. 48799 weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 09-484 Project PENINSULA COLLEGE MAIER HALL Engineer Location PORT ANGELES Architect Client STATE OF WA DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. GP50 1 Cem.Ibs. 579 Mix Air Unit F Ash lbs. 99 Slump Temp. Temp. Wt. C.agg.lbs.1 1915 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1245 392 14434 - 55 58 48 - C.agg.lbs.3 Sand lbs. 1190 Water lbs. 24 0 gals Placement Area Air Ent.(oz) - Location PILE CAPS B5 AND B6 SAMPLED AT PILE CAP B6 Other(oz) POLY 54 3 oz Other(oz) Other(oz) 'Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY CHUTE MECHANICALLY CONSOLIDATED X ASTM C143 ASTM C138 SAMPLED AT 8 OF 16 TOTAL YARDS PLACED x ASTM C1064 ASTM C173 X ASTM C31 Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Recd. 3/31/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17624 4/6/2010 7 4x8 1257 58295 5 430 JS 4 X ASTM C39 P17624 4/27/2010 28 4X8 ASTM C109 P17624 4/27/2010 28 4X8 ASTM C617 P17624 4/27/2010 28 4X8 X ASTM C1231 P17624 ASTM C780 P17624 Other P17624 P17624 Test Results Remarks FR 119971 Conforming Results Reviewed By l4,r Date Reviewed �' •lp Non-Conforming Codes for Break Types. 1 Cone 2: Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 0]101 Revision 2 Effectiv Date 12/02/02 The nformabo provided lhrs eport is prepared to the clusive use of the ch nt.This apart may of be&produced ny format without the v ritte permissio of the client and Kr 8 Associate PREPARED 3/30/10 14 36 35 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/30/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS MARK 206 850 9152 POURING A BIG FOOTING & WALL STARTING AT 7 30 AM MORNING March 29 2010 4 52 04 PM jlierly BLFD O1 3/30/10 JL BLDG FOUNDATION DRAINAGE March 30 2010 2 35 20 PM 1pangrle BILL 460 1479 PARTIAL FOOTING DRAIN' COMMENTS AND NOTES Krazan&Associates, Inc. 1230 FINN HILL RD POULSBO 98370,(360)598 2126 Project No. 106-09104 Cyl.Code P17583 Pour Date 3/29/2010 Report No. 48981 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect Client STATE OF WA. DEPT OF GA Contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. SP 50 1 Cern.lbs. 526 Mix Air Unit F Ash lbs. 100 Slump Temp. Temp. Wt. C.agg.lbs.1 1906 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1035 63 14408 -- 5 58 48 -- C.agg.lbs.3 Sand lbs. 1192 Water lbs. 248 Placement Area Air Ent.(oz) Location PILE CAP # 7 other(oz) POLY 54.2oz Other(oz) SAMPLED AT B-3 5 MID LIFT other(oz) Other(oz) Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY CHUTE AND MECHAINCALLY ASTM C143 x ASTM C138 CONSOLIDATED SAMPLED 63 OF 132 YARDS ASTM C1064 x ASTM C173 W/C 30 ASTM C31 x other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 3/30/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17583 4/5/2010 7 4x8 12.56 00 67070 5 340 1 AC 3 X ASTM C39 P17583 4/26/2010 28 4X8 ASTM C109 P17583 4/26/2010 28 4X8 ASTM C617 P17583 3/2/2010 28 4X8 X ASTM C1231 P17583 ASTM C780 P17583 Other P17583 P17583 Test Results Remarks FR# 119953 X Conforming Results Reviewed By AA., Date Reviewed A(-S-lo Non-Conforming Codes for Break Types. 1 Cone 2. Cone& Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties- ASTM C-39+/-8% Form 03101 Revaio 2 Effective Date 12/02102 The informalto provided this eport is prepared for the sclusive use of the ch nt.The eporl may not be eprodu ed m ny format without the writte permssio of the client and Kraxa 8 Associate r Krazan &Associates, Inc. 1230 FINN HILL RD POULSBO 98370,(360)598 2126 Project No. 106-09104 Cyl.Code P17581 Pour Date 3/29/2010 Report No. 48989 weather OVERCAST Jurisdiction CITY OF PT ANGELES Permit No. 09-484 Project PENINSULA C C MAIER HALL Engineer Location PT ANGELES Architect client STATE OF WA. DEPT OF GA contractor HSW Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. WC6000 1 Cern.lbs. 541 Mix Air Unit F Ash lbs. 120 Slump Temp. Temp. Wt. C.agg.lbs.1 1786 Time Truck# Ticket# %d Air (in.) (F) (F) (pcf) C.agg.lbs.2 000 383 14419 -- 6.25 58 48 C.agg.lbs.3 Sand lbs. 1369 Water lbs. 24 1 gal Placement Area Air Ent.(oz) Location WALL LINE 7 5 FROM E-F I other(oz) A345 53 1oz Other(oz) SAMPLED AT BOTTOM LIFT Other(oz) Other(oz) Water Added on Job(gals.) 15 Field Test Methods Remarks PLACED BY BUCKET AND MECHAINCALLY ASTM C143 x ASTM C138 CONSOLIDATED SAMPLED 9 OF 18 YARDS ASTM C1064 x ASTM C173 W/C 30 ASTM C31 x Other Inspector BILL UGOLINI Laboratory Data Design Strength 5 000 @ 28 days Date Specimens Rec'd. 3/30/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F Load Str (psi) Set# By Type Test Methods P17581 4/5/2010 7 4x8 12.56 00 77590 6 180 1 AC 3 X ASTM C39 P17581 4/26/2010 28 4X8 ASTM C109 P17581 4/26/2010 28 4X8 ASTM C617 P17581 3/2/2010 28 4X8 X ASTM C1231 P17581 ASTM C780 P17581 Other P17581 P17581 Test Results Remarks FR# 119953 X Conforming Results Reviewed By Date Reviewed 4f-J-(41 Non-Conforming Codes for Break Types. 1 Cone 2: Cone&Split 3 Cone&Shear 4 Shear 5 Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Re 2 E6ecbv Date 12/02/02 The nformabo provided this epod is preps ed 10 the clusive of the di m.This sport may not be eproduced ny format vnthout the writte permisao of the client nd Kr &Asso ate PREPARED 3/29/10 9 01 33 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/29/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/26/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/26/10 AP February 25 2010 4 52 10 PM 1pangrle BOB 206 321 5842 AUGER CAST PILE SPECIAL INSPECTORS WILL BE THERE CONCRETE STARTS BEING POURED AT 7 30 AM BOB SAID IT IS YOUR CHOICE WHETHER OR NOT YOU COME AND INSPECT BUT THAT YOU WANTED TO KNOW THAT CONCRETE IS BEING POURED February 26 2010 2 50 38 PM jlierly BL1 02 3/15/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/15/10 AP March 15 2010 8 36 47 AM 1pangrle MARK 206 850 9152 CONCRETE POUR STARTING AT 8 00 AM March 15 2010 4 37 44 PM jlierly Ok thrid party inspection report will be emailed for file copy J11 BLI 03 3/17/10 JLL BLDG FOUNDATION FOOTING TIME 01 00 3/18/10 AP March 17 2010 8 01 36 AM 1pangrle MARK 206 850 9152 POURING SMALL PILE CAPS AFTERNOON March 18 2010 8 49 42 AM jlierly BL1 04 3/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/19/10 AP March 18 2010 4 48 55 PM 1pangrle MARK 206 850 9152 CONCRETE POUR MORNING March 19 2010 4 50 36 PM pbarthol BL9 01 3/22/10 JLL BLDG SHEARWALL TIME 12 00 3/22/10 AP March 19 2010 4 21 19 PM 1pangrle MARK 206 850 9152 POUR SHEARWALL & SMALL PILE CAPS AT NOON NOON March 22 2010 4 11 44 PM jlierly BL1 05 3/24/10 PB BLDG FOUNDATION FOOTING 3/25/10 AP March 24 2010 8 31 28 AM 1pangrle MARK 206 850 9152 CONCRETE POUR MOST OF THE DAY March 25 2010 8 55 08 AM pbarthol BL1 06 3/26/10 JBLDG FOUNDATION FOOTING TIME 10 00 March 26 2010 8 35 06 AM 1pangrle VA MARK 206 850 9152 POURING PILE CAPS AT 10 00 AM BL1 07 3/29/10 L BLDG FOUNDATION FOOTING TIME 09 00 +, March 26 2010 3 48 19 PM 1pangrle CONTINUED ONTO NEXT PAGE J o PREPARED 3/30/10 14 36 35 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/30/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCTAT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/26/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/26/10 AP February 25 2010 4 52 10 PM 1pangrle BOB 206 321 5842 AUGER CAST PILE SPECIAL INSPECTORS WILL BE THERE CONCRETE STARTS BEING POURED AT 7 30 AM BOB SAID IT IS YOUR CHOICE WHETHER OR NOT YOU COME AND INSPECT BUT THAT YOU WANTED TO KNOW THAT CONCRETE IS BEING POURED February 26 2010 2 50 38 PM jlierly BL1 02 3/15/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/15/10 AP March 15 2010 8 36 47 AM 1pangrle MARK 206 850 9152 CONCRETE POUR STARTING AT 8 00 AM March 15 2010 4 37 44 PM jlierly Ok thrid party inspection report will be emailed for file copy J11 BL1 03 3/17/10 JLL BLDG FOUNDATION FOOTING TIME 01 00 3/18/10 AP March 17 2010 8 01 36 AM 1pangrle MARK 206 850 9152 POURING SMALL PILE CAPS AFTERNOON March 18 2010 8 49 42 AM jlierly BL1 04 3/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/19/10 AP March 18 2010 4 48 55 PM 1pangrle MARK 206 850 9152 CONCRETE POUR MORNING March 19 2010 4 50 36 PM pbarthol BL9 01 3/22/10 JLL BLDG SHEARWALL TIME 12 00 3/22/10 AP March 19 2010 4 21 19 PM 1pangrle MARK 206 850 9152 POUR SHEARWALL & SMALL PILE CAPS AT NOON NOON March 22 2010 4 11 44 PM jlierly BL1 05 3/24/10 PB BLDG FOUNDATION FOOTING 3/25/10 AP March 24 2010 8 31 28 AM 1pangrle MARK 206 850 9152 CONCRETE POUR MOST OF THE DAY March 25 2010 8 55 08 AM pbarthol BL1 06 3/26/10 LL BLDG FOUNDATION FOOTING TIME 10 00 March 26 2010 8 35 06 AM 1pangrle 6 MARK 206 850 9152 POURING PILE CAPS AT 10 00 AM' BL1 07 3/29/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/29/10 AP March 26 2010 3 48 19 PM 1pangrle CONTINUED ONTO NEXT PAGE PREPARED 3/26/10 8 38 46 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/26/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/26/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/26/10 AP February 25 2010 4 52 10 PM 1pangrle BOB 206 321 5842 AUGER CAST PILE SPECIAL INSPECTORS WILL BE THERE CONCRETE STARTS BEING POURED AT 7 30 AM BOB SAID IT IS YOUR CHOICE WHETHER OR NOT YOU COME AND INSPECT BUT THAT YOU WANTED TO KNOW THAT CONCRETE IS BEING POURED February 26 2010 2 50 38 PM jlierly BL1 02 3/15/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/15/10 AP March 15 2010 8 36 47 AM 1pangrle MARK 206 850 9152 CONCRETE POUR STARTING AT 8 00 AM March 15 2010 4 37 44 PM jlierly Ok thrid party inspection report will be emailed for file copy Jll BL1 03 3/17/10 JLL BLDG FOUNDATION FOOTING TIME O1 00 3/18/10 AP March 17 2010 8 01 36 AM 1pangrle MARK 206 850 9152 POURING SMALL PILE CAPS AFTERNOON March 18 2010 8 49 42 AM jlierly BL1 04 3/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/19/10 AP March 18 2010 4 48 55 PM 1pangrle MARK 206 850 9152 CONCRETE POUR MORNING March 19 2010 4 50 36 PM pbarthol BL9 01 3/22/10 JLL BLDG SHEARWALL TIME 12 00 3/22/10 AP March 19 2010 4 21 19 PM 1pangrle MARK 206 850 9152 POUR SHEARWALL & SMALL PILE CAPS AT NOON NOON March 22 2010 4 11 44 PM jlierly BL1 05 3/24/10 PB BLDG FOUNDATION FOOTING 3/25/10 AP March 24 2010 8 31 28 AM 1pangrle MARK 206 850 9152 CONCRETE POUR MOST OF THE DAY March 25 2010 8 55 08 AM pbarthol BL1 06 3/26/10 L BLDG FOUNDATION FOOTING TIME 10 00 E[ March 26 2010 8 35 06 AM 1pangrle MARK 206 850 9152 POURING PILE CAPS AT 10 00 AM' COMMENTS AND NOTES / C)o PREPARED 3/31/10 8 12 10 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/31/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/26/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/26/10 AP February 25 2010 4 52 10 PM 1pangrle BOB 206 321 5842 AUGER CAST PILE SPECIAL INSPECTORS WILL BE THERE CONCRETE STARTS BEING POURED AT 7 30 AM BOB SAID IT IS YOUR CHOICE WHETHER OR NOT YOU COME AND INSPECT BUT THAT YOU WANTED TO KNOW THAT CONCRETE IS BEING POURED February 26 2010 2 50 38 PM jlierly BL1 02 3/15/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/15/10 AP March 15 2010 8 36 47 AM 1pangrle MARK 206 850 9152 CONCRETE POUR STARTING AT 8 00 AM March 15 2010 4 37 44 PM jlierly Ok thrid party inspection report will be emailed for file copy Jll BL1 03 3/17/10 JLL BLDG FOUNDATION FOOTING TIME O1 00 3/18/10 AP March 17 2010 8 01 36 AM 1pangrle MARK 206 850 9152 POURING SMALL PILE CAPS AFTERNOON March 18 2010 8 49 42 AM jlierly BL1 04 3/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/19/10 AP March 18 2010 4 48 55 PM 1pangrle MARK 206 850 9152 CONCRETE POUR MORNING March 19 2010 4 50 36 PM pbarthol BL9 01 3/22/10 JLL BLDG SHEARWALL TIME 12 00 3/22/10 AP March 19 2010 4 21 19 PM 1pangrle MARK 206 850 9152 POUR SHEARWALL & SMALL PILE CAPS AT NOON NOON March 22 2010 4 11 44 PM jlierly BL1 O5 3/24/10 PB BLDG FOUNDATION FOOTING 3/25/10 AP March 24 2010 8 31 28 AM 1pangrle MARK 206 850 9152 CONCRETE POUR MOST OF THE DAY March 25 2010 8 55 08 AM pbarthol BL1 06 3/26/10 BLDG FOUNDATION FOOTING TIME 10 00 March 26 2010 8 35 06 AM 1pangrle MARK 206 850 9152 POURING PILE CAPS AT 10 00 AM' BL1 07 3/29/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/29/10 AP March 26 2010 3 48 19 PM 1pangrle CONTINUED ONTO NEXT PAGE PREPARED 3/24/10 8 39 30 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/24/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST ----- --- - -- ----- -- - -- PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/26/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/26/10 AP February 25 2010 4 52 10 PM 1pangrle BOB 206 321 5842 AUGER CAST PILE SPECIAL INSPECTORS WILL BE THERE CONCRETE STARTS BEING POURED AT 7 30 AM BOB SAID IT IS YOUR CHOICE WHETHER OR NOT YOU COME AND INSPECT BUT THAT YOU WANTED TO KNOW THAT CONCRETE IS BEING POURED February 26 2010 2 50 38 PM jlierly BL1 02 3/15/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/15/10 AP March 15 2010 8 36 47 AM 1pangrle MARK 206 850 9152 CONCRETE POUR STARTING AT 8 00 AM March 15 2010 4 37 44 PM jlierly Ok thrid party inspection report will be emailed for file copy J11 BL1 03 3/17/10 JLL BLDG FOUNDATION FOOTING TIME 01 00 3/18/10 AP March 17 2010 8 01 36 AM 1pangrle MARK 206 850 9152 POURING SMALL PILE CAPS AFTERNOON March 18 2010 8 49 42 AM jlierly BL1 04 3/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/19/10 AP March 18 2010 4 48 55 PM 1pangrle MARK 206 850 9152 CONCRETE POUR MORNING March 19 2010 4 50 36 PM pbarthol BL9 01 3/22/10 JLL BLDG SHEARWALL TIME 12 00 3/22/10 AP March 19 2010 4 21 19 PM 1pangrle MARK 206 850 9152 POUR SHEARWALL & SMALL PILE CAPS AT NOON NOON March 22 2010 4 11 44 PM jlierly BL1 05 3/24/10 JLLBLDG FOUNDATION FOOTING / /'/'qg March 24 2010 8 31 28 AM 1pangrle MARK 206 850 9152 CONCRETE POUR MOST OF THE DAY COMMENTS AND NOTES PREPARED 3/22/10 8 13 52 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/22/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NSR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST - ---- ---- - - PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/26/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/26/10 AP February 25 2010 4 52 10 PM 1pangrle BOB 206 321 5842 AUGER CAST PILE SPECIAL INSPECTORS WILL BE THERE CONCRETE STARTS BEING POURED AT 7 30 AM BOB SAID IT IS YOUR CHOICE WHETHER OR NOT YOU COME AND INSPECT BUT THAT YOU WANTED TO KNOW THAT CONCRETE IS BEING POURED February 26 2010 2 50 38 PM jlierly BL1 02 3/15/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/15/10 AP March 15 2010 8 36 47 AM 1pangrle MARK 206 850 9152 CONCRETE POUR STARTING AT 8 00 AM March 15 2010 4 37 44 PM jlierly Ok thrid party inspection report will be emailed for file copy J11 BL1 03 3/17/10 JLL BLDG FOUNDATION FOOTING TIME O1 00 3/18/10 AP March 17 2010 8 01 36 AM 1pangrle MARK 206 850 9152 POURING SMALL PILE CAPS AFTERNOON March 18 2010 8 49 42 AM jlierly BL1 04 3/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/19/10 AP March 18 2010 4 48 55 PM 1pangrle MARK 206 850 9152 CONCRETE POUR MORNING March 19 2010 4 50 36 PM pbarthol BL9 01 3/22/10 BLDG SHEARWALL TIME 12 00 March 19 2010 4 21 19 PM 1pangrle MARK 206 850 9152 POUR SHEARWALL & SMALL PILE CAPS AT NOON' NOON COMMENTS AND NOTES PREPARED 3/19/10 8 05 57 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/19/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST -- --------- - -- -- -- -- - -- PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/26/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/26/10 AP February 25 2010 4 52 10 PM 1pangrle BOB 206 321 5842 AUGER CAST PILE SPECIAL INSPECTORS WILL BE THERE CONCRETE STARTS BEING POURED AT 7 30 AM BOB SAID IT IS YOUR CHOICE WHETHER OR NOT YOU COME AND INSPECT BUT THAT YOU WANTED TO KNOW THAT CONCRETE IS BEING POURED February 26 2010 2 50 38 PM jlierly BL1 02 3/15/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/15/10 AP March 15 2010 8 36 47 AM 1pangrle MARK 206 850 9152 CONCRETE POUR STARTING AT 8 00 AM March 15 2010 4 37 44 PM jlierly Ok thrid party inspection report will be emailed for file copy Jll BL1 03 3/17/10 JLL BLDG FOUNDATION FOOTING TIME O1 00 3/18/10 AP March 17 2010 8 01 36 AM 1pangrle MARK 206 850 9152 POURING SMALL PILE CAPS AFTERNOON March 18 2010 8 49 42 AM jlierly BLl 04 3/1 /10 JLLBLDG FOUNDATION FOOTING TIME 09 00 —i—//Ab\,i/-9 March 18 2010 4 48 55 PM 1pangrle MARK 206 850 9152 CONCRETE POUR MORNING COMMENTS AND NOTES PREPARED 3/17/10 8 03 05 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/17/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST - -- --- -- -- - --- --- PERMIT BPC 00 BUILDING PERMIT COMMERCIAL, REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/26/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/26/10 AP February 25 2010 4 52 10 PM 1pangrle BOB 206 321 5842 AUGER CAST PILE SPECIAL INSPECTORS WILL BE THERE CONCRETE STARTS BEING POURED AT 7 30 AM BOB SAID IT IS YOUR CHOICE WHETHER OR NOT YOU COME AND INSPECT BUT THAT YOU WANTED TO KNOW THAT CONCRETE IS BEING POURED February 26 2010 2 50 38 PM jlierly BL1 02 3/15/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 3/15/10 AP March 15 2010 8 36 47 AM 1pangrle MARK 206 850 9152 CONCRETE POUR STARTING AT 8 00 AM March 15 2010 4 37 44 PM jlierly Ok thrid party inspection report will be emailed for file copy J11 BL1 03 3/17/10 JL V BLDG FOUNDATION FOOTING TIME O1 00 March 17 2010 8 01 36 AM 1pangrle MARK 206 850 9152 POURING SMALL PILE CAPS AFTERNOON COMMENTS AND NOTES PREPARED 3/15/10 8 38 15 INSPECTION TICKET PAGE -1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/15/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCLAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/26/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/26/10 AP February 25 2010 4 52 10 PM 1pangrle BOB 206 321 5842 AUGER CAST PILE SPECIAL INSPECTORS WILL BE THERE CONCRETE STARTS BEING POURED AT 7 30 AM BOB SAID IT IS YOUR CHOICE WHETHER OR NOT YOU COME AND INSPECT BUT THAT YOU WANTED TO KNOW THAT CONCRETE IS BEING POURED February 26 2010 2 50 38 PM jlierly BL1 02 3/15/10 J BLDG FOUNDATION FOOTING TIME 09 00 March 15 2010 8 36 47 AM 1pangrle MARK 206 850 9152 CONCRETE POUR STARTING AT 8 00 AM COMMENTS AND NOTES PREPARED 2/26/10 10 37 02 INSPECTION, TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/26/10 ADDRESS 1502 BLDG E E LAURIDSEN BLVD SUBDIV TENANT NBR PEN COLLEGE MAIER HALL CONTRACTOR HOWARD S WRIGHT CONSTRUCTRS LP PHONE (206) 447 7654 OWNER WA GENERAL ADMINISTRATION PHONE (360) 417 6206 PARCEL 06 30 14 1 2 0000 0000 APPL NUMBER 09 00000484 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/26/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 Aa �1 February 25 2010 4 52 10 PM 1pangrle BOB 206 321 5842 AUGER CAST PILE SPECIAL INSPECTORS WILL BE THERE CONCRETE STARTS BEING POURED AT 7 30 AM BOB SAID IT IS YOUR CHOICE WHETHER OR NOT YOU COME AND INSPECT BUT THAT YOU WANTED TO KNOW THAT CONCRETE IS BEING POURED COMMENTS AND NOTES U� � 1 Page 1 of 1 Patrick Bartholick - Temporary Erosion Control From Patrick Bartholick To: dwegener@pencol.edu, Roger Vess, Scott Johns, Terri Partch Date: 2/25/2010 9 12 AM Subject: Temporary Erosion Control CC: Nathan West; Sue Roberds Attachments: Nathan West; Sue Roberds Dave, Thank you for meet with us to discuss the Maier Hall construction project. The attached pictures are labeled to correspond to each of the areas in need of attention The areas below are located along the south access road, southwest parking lot, and the entry drive off of Park Ave. 1. Install silt fence from the construction fence to the leaning Alder tree. 2 North side of road NE of the Long House, silt fence. 3 Both sides of road in front of the Long House, silt fence or compost berm 4 Southwest Parking area and access road to Park Ave, keep free of dirt/mud Clean/sweep as often as needed 5 Cover piles of material stockpiled material south of parking access road near Ball Field 6. Close off vehicle access to the east side of the Long House per the original wetland plans (approximately the edge of the building) 7 Discontinue use of area west of Ball Field for dumping leaves/yard waste. 8. Block off parking access on the east side of the west access drive. There are two additional items we discussed 1. Please contact the Planning Department before erecting any more signage visible from the right of way 2. Contact the Planning Department prior to constructing a cooking shelter behind the Long House. Even if 120 square feet or less, as there may be sensitive area setback requirements. Please contact me if you have any questions. Thank you Pat Bartholick Pat Bartholick Code Compliance Officer City of Port Angeles 321 East Fifth Street P 0 Box 1150 Port Angeles, WA 98362-0217 Voice 360-417-4712 Fax: 360-417-4711 Email pbartholick@ityofpa.us file.//C \Documents and Settings\pbarthol\Local Settings\Temp\XPgrpwise\4B863FOODO 2/26/2010 NJ V� G A \_ y All '�.^'�+ $$•�'by Y�.Y a '�, \ f�r ss- y SRr q8L"�� ayw cl E� a $ a .�' ,a r'°"'.w''..�-" �,�•'.gg .wpb a.`. :�' s � € i —ffir. $10 i ,/e��», �,`.( '$"�� �..•, x �,,�` � . �° rte.•,��,».,�.-�, a�"�"' """.,," "." a '` �'�� ° x"}`eprw-e s: r0.» .0' :.a�•"� # S� e1 nr �n,yr 0. 3 4 d Pon ,TjrY, Ix Ike 41,r• ` s^ `��ost" Sri �NEJy .-x < ... .� a fi,� k WWI mrr��, r r a ^ •.' ' �'H+4ua4� ` .. c� � r , � rtw `a �•�" ^t. Ht•�`i Wki, ,i.-v r,*`c t�'�t'. P�S(�• "��*Fy k��tt.��i�w r"r °� '`�-�J�a{•F?'�;'�'-: .%� r '•.-�'t:%r`'��..�,.,•/%y1+: . .✓ :""" iia '{ b..�!Jp�J." 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'•ra7"" Iit „r °^�•, '.fir '" �.�nq �; t �".g.. µ'�'••"N:r.S,.'` _ } �¥ } a \ �� \ ©f > Clallam County Assessor & Treasurer - Property Details - 66786 WA PENINSULA COL Page 1 of 3 Clallarn County Assessor & Treasurer Property Search Results > 66786 WA PENINSULA COLLEGE for Year 2010 2011 Property Account Property ID 66786 Legal Description LOT 2 EXC EASE NWNE 41 03A Geographic ID 0630141200000000 Agent Code Type Real Tax Area. 0010 PA 121 PORT ST CNTY H2 L Land Use Code 68 Open Space N DFL N Historic Property N Remodel Property N Multi-Family Redevelopment: N LocationA Address 1502 E LAURIDSEN BLVD MapscoPORT ANGELES WA 98362C�Neighborhood Exempt All Exmpt& Reference Map I1Neighborhood CD 50110030 Owner ��'Name WA PENINSULA COLLEGE Owner ID 57920 �Mailing Address 1502 E LAURIDSEN BLVD %Ownership 100 0000000 PORT ANGELES WA 98362 Exemptions: EX Taxes and Assessments Due Property Tax Information as of 02/19/2010 Amount Due if Paid on _77 . First Second Half Half Statement Base Base Base Amoun Year ID Taxing Jurisdiction Due Due Penalty Interest Paid Due 2010 48813 ST SCH STATE SCHOOL $000 $0 00 $000 $000 $000 $0 0( 2010 48813 CC-GEN COUNTY $000 $0 00 $000 $000 $000 $0 0( 2010 48813 PORT PORT $000 $000 $000 $000 $000 $0 0( 2010 48813 PORT ANG PORT ANGELES $000 $0 00 $000 $000 $000 $0 0( 2010 48813 SD#121 SCHOOL DISTRICT#121 $000 $000 $000 $000 $000 $0 0( 2010 48813 NTH OILY LIB NORTH OLYMPIC LIBRARY $000 $000 $0 00 $000 $000 $00( 2010 48813 HOSP#2 HOSPITAL#2 $000 $0 00 $000 $000 $0 00 $0 0( 2010 48813 WSMET PK DIST WILLIAM SHORE MET PARK DIST $000 $000 $000 $000 $000 $0 0( 2010 48813 CITY—STORMWATER CITY STORMWATER $9000 $9000 $000 $000 $000 $1800( 2010 48813 WEED CONTROL WEED CONTROL $348 $348 $000 $000 $000 $6 9( 2010 48813 TOTAL. $93.48 $93.48 $0.00 $0.00 $0.00 $186.9( 2009 667862008 ST SCH STATE SCHOOL $000 $000 $000 $0 00 $000 $00( 2009 667862008 CC-GEN COUNTY $000 $000 $000 $000 $000 $00( 2009 667862008 PORT PORT $000 $000 $000 $000 $000 $00( 2009 667862008 PORT ANG PORT ANGELES $000 $000 $000 $000 $000 $00( 2009 667862008 SD#121 SCHOOL DISTRICT#121 $000 $000 $0_00 $000 $000 $00( 2009 667862008 NTH OILY LIB NORTH OLYMPIC LIBRARY $000 $000 $000 $000 $000 $00( 2009 667862008 HOSP#2 HOSPITAL#2 $000 $000 $000 $000 $000 $00( 2009 667862008 CITY—STORMWATER CITY STORMWATER $9000 $9000 $000 $000 $18000 $00( http.//vpn clallam net 8084/propertyaccess/Property aspx?cid=0&year=2010&prop_id=66 2/19/2010 (12/11/2009) Lirida,Pangrle Peninsula College Maier Hall Contractor Page 1 From Linda Pangrle To ppwservices@msn.com Date: 12/11/2009 11 19 AM Subject: Peninsula College Maier Hall Contractor Hi, On December 1, 2009 I received a letter from you asking me who the contractor is for Maier Hall. At that time the contractor hadn't been chosen. I just found out that they chose the contractor Here is the information Bob Langberg(superintendent)206-447 7686 l a n g b e rg b@ h sw co n st r u cto rs.co m Howard S.Wright Constructors 501 Eastlake Avenue E. Suite 100-A Seattle, WA 98109 Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles,WA 98362 360-417-4815 360-417-4711 FAX Ipangrle@cityofpa.us Look Up a Contractor, Electrician, Plumber or Elevator Professional License Detail Page 1 of 2 Information in Spanish i Topic Index Contact Info I I Home Safety Claims @ Insurance Workplace Rights Trades& Licensing Find a Law (RCW)or Rule (WAC) Get a form or publication Return to List > Start a New Search > Printer friendly General/Specialty Contractor A business registered as a construction contractor with I-Ed to perform construction work within the scope of its specialty A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance Business and Licensing Information Verify Workers Comp Premium Status Check for Dept. of Revenue Account Name HOWARD S WRIGHT CONSTRUCTRS LP UBI No. 602451710 Phone No (206)447 7654 Status ACTIVE Address PO BOX 34449 License No HOWARSW960112 Suite/Apt. License Type CONSTRUCTION CONTRACTOR City SEATTLE Effective Date 12/22/2004 State WA Expiration Date 12/22/2010 Zip 98124 Suspend Date County KING Specialty 1 GENERAL Business Type Limited Liability Company Specialty 2 UNUSED DEC 1 12009 Parent Company CITY OF PORT ANGE!,:ES (y)oMA - Business Owner Information I Hide All ?-ON Name Role Effective Date xpiration Date HSW PARTNERS LLC PARTNER/MEMBER 12/22/2004 HSWCC OPERATING PARTNERS LP PARTNER/MEMBER 12/22/2004 i= Bond Information ,j Bond Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Name Number Date Date Date Date Amount Date 1 FIDELITY I* DEPOSIT 08761310 12/07/2004 Until $12 000 00 12/22/2004 CO OF MD Cancelled F-, Insurance Information Policy Effective Expiration Cancel Impaired Received Insurance Company Name Number Date Date Date Date Amount Date 4 ZURICH AMERICAN GL0427709205 11/01/2008 11/01/2010 $2 000 000 00 10/21/2009 INS CO https.//fortress wa.gov/lm/bbip/Detail.aspx 12/11/2009 RECEIVED DEC 1 1 2009 CITY OF PORT ANGOd ES BUILDING DIVISION .y�.. .._.....- , ,a„y... ��"✓.,+}�YY�^��-r i.,+..+:.'...v. y...m...r_ ..Ems'�� � !f 501 Eastlake Avenue E Suite 100-A Bob Langberg Seattle,WA 98109 Superintendent _ langbergb@hswconstructors.com 7e1: 2()6-447 7686 . Cew 206-3215842 www.howardswnght.com Fax: 206-447 7688 CL#HOWARSW960R2 i ? Paul Cronin 501 Eastlake Avenue E,Suite 100-A { Sr Project Manager Seattle.WA 98124-1-449CroninP@hswconstrUctors.com t ri www.howardswright.com Dir 206-447 7620 CL#HOWARSW960R2 Ce11425.g7g_gg00 Fax. 206-447 7688 i J •F; le,�..° T F r tc I c�t t i r; I j i ) 3 7. Ernie Emmert 501 Eastlake Avenue E Suite 100-A Vice President Seattle,WA 98109 i 41 emmerte@hswconstructors.com ' www.howardswri ht.com Dir, 206 447 7557 r ! , €- g Cell:206-3215843 "r CL#HOWARSW960R2 Fax: 206-447 7688 till =y. (12/1/2009) Linda Pangrle Peninsula College Maier Hall Page 11 From Linda Pangrle To: ppwservices@msn corn Date: 12/1/2009 4 09 PM Subject: Peninsula College Maier Hall Hi, I received your letter dated 11 30-09 The permit was issued, but a contractor hasn't been selected yet. When I find out who they select, I'll let you know Linda Phoenix Pressure Washing LLC November 30, 2009 City Of Port Angeles 321 E. 5th Street Port Angeles, WA 98362 ATTN Linda Pangrle Re Peninsula College/Business & Humanities Center Dear Ms. Pangrle, You e-mailed me the name of the contractor that was working on the first phase. Can you send me who the contractor is for the second phase?We would like to submit a bid proposal for final construction cleaning for this project. Thank you for responding to this intent. Phoenix Pressure Washing LLC Attention Roxanne Donaldson 21037 th Street S.E. #68 Auburn,WA 98002 R E 1F D Office (206) 901-1693 DEC 01 2009 jJ Cell (206)841-4645 AWG Fax: (206) 324-5001 BUILDINGRDIVISIONES ppwservices @msn com Sincerely, G p��iyacG C;)sneA" Ro anne Donaldson, President +OF pORTgNC�` Official Use Only d / L L Backflow Assembly Test Report Received g City of Port Angeles hbRusr+Nu Public Works and Utilities Department All# Water/Wastewater Collection Division NAME OF PREMISES ` l# 11L SERVICE ADDRESS !I L 14 //A, LOCATION OF DEVICE. i j X Tr,+' L'c' 0 yr T E*19 CG L �ij ASSEMBLY �V I h, Manufacturer Model Size Serial No IS THIS AN APPROVED ASSEMBLY'? YES®'ANO❑ IS ASSEMBLY INSTALLED CORRECTLY') YES 0'NO❑ DATE OF INSTALLATION 06T- O q UNKNOWN❑ REDUCED PRESSURE PRINCIPLE ASSEMBLY RP ❑ RPDA ❑ DC ©�-' DCDA ❑ PVB ❑ Air Gap ❑ DOUBLE CHECK VALVE ASSEMBLY SVB ❑ AVB ❑ CHECK VALVE#1 CHECK VALVE#2 RELIEF VALVE PVB/SVB Initial Leaked 6110, Leaked ® Did Not Open ❑ AIR INLET Closed Tight ❑ Did Not Open ❑ Test Held at psi Opened at psi Held at psi Opened at psi Repairs Cleaned ❑ Cleaned ❑ Cleaned ❑ CHECK VALVE Leaked ❑ Held at psi Replaced ❑ Replaced ❑ Replaced ❑ REPAIRS Cleaned ❑ Details Replaced ❑ 3 psi Butler YES❑ NO ❑ w Final Closed Tight ❑ -AIR INLET Opened at psi ,� CHECK VALVE Held at psi Test Held at psi Held at psi Opened at psi BACK PRESSURE NO❑ YES❑ AIR GAP INSPECTION _ REQUIRED MINIMUM SEPARATION YES ❑ NO ❑ TYPE OF HAZARD COMMENTS Line Pressure q,?psi /� Q�f7 ��•} Held Backpressure YES 91,1-'NO ❑ #2 Shutoff Held YES 13"NO ❑ Relief Valve Exercised YES❑ NO ❑ Date.Time Tester Signature Cert.# Test Kit Passed Failed Initial LF 't 4,17 ? Test 1 w if r C' r4, t f< " ❑ 19 Repairs - lr ' y �t/ i L 1� Al S AC v L - j1 A V L ❑ ❑ �A c+ Testi { e f h f�'E le 13 WHITE CUSTOMERCOPY YELLOW PURVEYORCOPY PINK TESTERCOPY t: ma1VG111EERING. 20& ,. NO O1 East 6th Street,Suite 1 SSOCIATES 1 N C 0 R P 0 R A T E D NOV - 3 2009 ort ngeles,Washmgton 98362 (360)417-0501 Invoice CITY U PORTANGELES Fax(360)417-0514 Dept.of Community Devetapment 8983 ail:zenov+cC�olympus.net Invoice#• Invoice Date 10/31/2009 City of Port Angeles Due Date 11/30/2009 P O Box 1150 --- - -- — -- - PortAngeles WA 98362 Visa & Master Card Accepted No discount on credit card payments Cash/Check/Debit Terms:You may deduct 2% Project: 08091 - Plan Reviews if payment made before the 15th Services provided for the period of September 27 2009 through October 25 2009 Phase Description Hours/Qty Rate Amount MAIER HALL PLAN REVIEW Structural Analysis Senior Design ngineer- Plan Review 24 10000 2,40000 + sa IM luuaaui�u3 S 1 uols+n.� S '1da0 cagq!ln Digo�a+oM�nnna �} cPipr"I !Jn In 6 1 , Accounts delinquent after 30 days Invoice Total $2,40000 1% Finance Charge applied to delinquent accounts Costs advanced for which we have not yet been billed (such as service fees shipping charges etc.) may not appear on this invoice Prepayments/Credits $0 00 and will be billed at a later date Balance Due $2 400 00 tv,4tRn F pORTA&6, Official Use Only Assem.# Backflow Assembly Test ReportRa:eicdCity of Port Angeles ANO Public Works and Utilities Department Water/Wastewater Collection Division R EC E1._V E NAME OF PREMISES r �n �( SERVICE ADDRESS ? ' „ L t" ; '"o r i ,L CIN OF PORE'ANGEICES LOCATION OF DEVICE. t. „f .' ,µ RI III DINC, ASSEMBLY rr. .! % Manufacturer Model Size Serial No IS THIS AN APPROVED ASSEMBLY'? YES U NO❑ IS ASSEMBLY INSTALLED CORRECTLY') YES❑'NO❑ DATE OF INSTALLATION UNKNOWNO REDUCED PRESSURE PRINCIPLE ASSEMBLY RP 13 -RPDA 0 DC p``� DCDA ❑ PVB ❑ Air Gap ❑ DOUBLE CHECK VALVE ASSEMBLY SVB 13AVB 13CHECK VALVE#I CHECK VALVE#2 RELIEF VALVE PVB/SVB Initial Leaked 13Leaked 113 } Did Not Open E3AIR INLET Closed Tight ¢ Did Not Open ❑ Test Held at I... - '? ,ra Opened at psi Held at- psi Opened at psi Repairs Cleaned ❑ Cleaned ❑ Cleaned ❑ CHECK VALVE Leaked ❑ Held at psi Replaced ❑ Replaced ❑ Replaced ❑ REPAIRS Cleaned ❑ Details Replaced ❑ 3 psi Butter YES ❑ NO ❑ Final Closed Tight ❑ AIR INLET Opened at psi CHECK VALVE Held at psi Test Held at psi Held at psi Opened at psi BACK PRESSURE NO❑ YES❑ AIR GAP INSPECTION REQUIRED MINIMUM SEPARATION YES ❑ NO ❑ TYPE OF HAZARD COMMENTS Line Pressure psi Held Backpressure YES❑ NO ❑ 42 Shutoff Held YES❑ NO ❑ Relief Valve Exercised YES❑ NO ❑ Daterfime Tester Signature Cert.# Test Kit Passed Failed Initial >r Test13 s✓f z, _f s. fire *s Repairs ❑ ❑ Final Test ❑ ❑ WHITE CUSTOMER COPY YELLOW PURVEYOR COPY PINK TESTER COPY CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 r Application Number 09 00000484 Date 10/22/09 f 1 LT) h Application pin number 127356 Property Address 1502 BLDG E E LAURIDSEN BLVD ASSESSOR PARCEL NUMBER 06 30 14 1 2 0000 0000 Tenant nbr name PEN COLLEGE MAIER HALL Application type description COMM NEW CONST Subdivision Name Property Use Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 26000000 Application desc NEW 3 STORY BUILDING 63 220 SQ FT TOTAL UFA434 4/?111 0 w fL Penin5vjo Co II e Owner 150? E `p �d �t'ontractor i %21 kklo ,� WA GENERAL INISTRATION `6r' I 1L Po BOX oo q Z How«rd S, w�,yh-�- CohS�iv '' S OL A WA 985041000 f�® Belt. 3""f'+'4 60) 417 6206 Se �'1'(zj-FJA gg12; Structure Information 000 000 3 STORY BLDG 63 220 SQ FT TOTAL 2��� _ l�� Other struct info CONSTRUCTION TYPE 2B b FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 3 00 OCCUPANT LOAD 1551 00 PROPOSED LOT COVERAGE 22370 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT COMMERCIAL Additional desc 3 STORY BLDG MAIER HALL Permit pin number 146662 Permit Fee 96885 25 Plan Check Fee 62975 41 Issue Date 10/22/09 Valuation 26000000 Expiration Date 4/20/10 Qty Unit Charge Per Extension BASE FEE 5635 25 25000 00 3 6500 THOU BL-1M + (3 65 PER K) 91250 00 Permit MECHANICAL PERMIT Additional desc /// ��, Permit pin number 148692 Permit Fee 636 15 Plan Check Fee 00 Issue Date 10/22/09 Valuation 0 Expiration Date 4/20/10 Qty Unit Charge Per Extension BASE FEE 50 00 8 00 14 8000 EA ME FURN/HP/FAU < OR = 5 TON 118 40 3 00 10 6500 EA ME AIR HAND <OR=10 000 CFM 31 95 21 00 7 2500 EA ME VENT FAN (SINGLE DUCT) 152 25 1 00 10 6500 EA ME HOOD/DUCT MECH EXHAUST 10 65 1 00 10 6500 EA ME STOVE/FIREPLACE/MISC APP 10 65 1 00 10 6500 EA ME FUEL GAS PIPING 1 5 OUTLETS 10 65 Separate Permits are required for electrical work, SEPA, Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or oband ed for a period of 180 days after the work has commenced,or ifirequired inspections have not been requested within 180 days from the last inspecti n. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws an ' finces overning this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give auth rto'n, tan0l e or cancel the provisions of any state or local law regulating construction or the performance of construction. tm zz 1� 0- TJ Date Print Name Signature of Contractor or Authorized Agent Signature ner(if owner is builder) T:FormsBuilding Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. s Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL. Walls Ceiling FRAMING Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar ' INSULATION Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting _ ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction R.W PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T.Forms/Building Division/Building Permit CITY OF PORT ANGELES o DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION J 321 EAST 5TH STREET PORT ANGELES WA 98362 Page 2 Application Number 09 00000484 Date 10/22/09 Application pin number 127356 Qty Unit Charge Per Extension 17 00 14 8000 EA ME HEATER(SUSP/WALL/FLOOR MTD) 251 60 Permit PLUMBING PERMIT Additional desc Permit pin number 148684 Permit Fee 633 00 Plan Check Fee 00 Issue Date 10/22/09 Valuation 0 Expiration Date 4/20/10 Qty Unit Charge Per Extension BASE FEE 50 00 75 00 7 0000 EA PL-PLUMBING TRAP 525 00 1 00 7 0000 EA PL-WATER LINE 7 00 1 00 7 0000 EA PL-LAWN SPRNKLR BCKFLW PREV 7 00 1 00 15 0000 EA PL-BACKFLOW PROTECTION > 2 15 00 1 00 15 0000 EA PL-SEWER LINE 15 00 2 00 7 0000 EA PL-WATER HEATER 14 00 Special Notes and Comments This project will require a seperate permit and fire alarm plans for review A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers Owner is responsible for ongoing fire alarm system inspection and maintenance per the current addition 'of NFPA 72 This project will require seperate permit and fire sprinkler plans for review June 26 2009 3 30 38 PM sroberds The proposal will result in demolition and consruction of a 3 story public institutional structure in the PBP zone for total lot coverage of 12% and site coverage of approximately 17%, The project includes a wetland permit and storm drainage requirements August 26 2009 8 35 01 AM sroberds This permit will be issued in two phases Phase I is strictly ground work above the top of the bank Phase II will be issued when additional engineering required is submitted and approved NO WORK is permitted beyond the top of the bank under this permit MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:FornsBuilding Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING Under Floor I Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL. Walls Ceiling FRAMING Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts _ Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction R.W PW /Engineering_ 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T-Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 3 Application Number 09 00000484 Date 10/22/09 Application pin number 127356 Special Notes and Comments notice is required Water system DCVA upgrade plans approved on 3 16 09 and submitted by Zenovic & Associates will be incorporated with construction of the Maier Hall No occupancy of this structure will occur until installation of the approved DCVA unit is inspected and approved by the City of Port Angeles Public Works October 21 2009 2 57 53 PM Per Stephen Sperr Applicable water meter fee(s) will be assessed by Public Works separately October 21 2009 3 14 42 PM 1pangrle Per Sue Roberds If the stormwater system does not function as is expected corrections will be required This issue was discussed with Terri Partch and the proponent s engineer May 28 2009 7 34 04 AM rbecker You will need to install double check backflows on the fire and lawn sprinkler systems and the water heat pump If the domestic water serving the building is 30 feet or higher than the water main serving the building you will need to install a double check backflow assembly If you have any questions please contact Ron Becker at (360)417 4886 or E mail me at rbecker@cityofpa us Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 98154 40 98154 40 00 00 Plan Check Total 62975 41 62975 41 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 161134 31 161134 31 00 00 Separate Permits are required for electrical work, SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:FormsBuilding Division/Building Permit � a�3 • BUILDING PERMIT INSPECTION RECORD p —Z - PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 OC} IT IS UNLAWFUL TO CO/ER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Sere- °o sec s Inspection Type Date Accepted By Comments S FOUNDATION conCre1'p-Pout- insPec+i9ons by Ti-L- Footin s 3-0-10 9-z6-IO StemwaL_ 3-22 to 3-Z4-to oundi!ionDrainag Downspouts 3.30-10 3-31-10 LL, 3-11-10 3-2q-to -,o Piers Post Holes(Pole Bldgs.) PLUMBING O Under Floor/Slab L 4-IS-104 4-20-1 o $4-Z-2--10 (V Rough-In Line(Meter to Bldg) LL ety-lo^jo 4 5-t2 1® 4 5-1`{-ID Water 5-19-10 4 (0-1-?-10Gas Line - p in. 'a b.c } av,De;reg{,c Filo ack Flow Water S - o AL Date Accepted b 1a13ojoli Lr- AIR SEAL. Walls J Ceiling FRAMING �j- _ paLill;ny W2St�North l StrZhd Exi Joists/Girders/Under Floor 7-2,'1 o Sh---- ear Wo Hold Downs - .t� u- �Yamin Norte/�VeS{ Sic(25 oc�l Walls/Roof/CeilingI fLL -I ly-�� tk+Fiuvn'n5 '1 Z� Drywall Interior Braced Panel Only) -, it sheq�inj 10 T-Bar _ _I (inr.K i'i 3 (r wesi-side TLL, $- yo �- INSULATION: -Z - o LL R, 1 d ' Sula}i ova bQfovg B"k fill o,�4ins�F went 5 g Slab io-�10 iv►Sv {�'oln(Ckt Wali sLL Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU kDucts 1Rough-In 5 ?-yA Gas Line TD Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date 3 Accepted b MANUFACTURED HOMES O Footing/Slab 'S Blocking&Hold Downs Skirting �v V. PLANNING DEPT Separate Permit#s SEPA. A " Parkin /Lighting ESA. Q C ON Landscaping SHORELINE. (, i°A f FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE , Inspection Type Date Accepted By (", Electrical 417-4735 'S Construction R.W PW /Engineering 417-4831 to Fire 417-4653 Planning 417-4750 - Building 417-4815 T:Forms/Building Division/Building Permit 3 • POQRTANGELES © 2 f31c�5 C Lauri°c��n B ivc( �!:`- WASHINGTON U S A. ` 115 u�c` CO t lL m EXTENDED PERMIT INSPECTIONS cp PROJECT PERMIT# . DATE. ACCEPTED BY. COMMENTS. ����_;v►s i de 'Tc 1-2-3 r�►n� ceder `�� ro -�-Ib 73 LL- ` wter -7-101 Ul-t- I i Um '\ Rau 1x-i vi Z5- 0 trL cek+,Y- F loon- Norte raiv. Le4A �- �vz�rv� o M„ I �cc `oh ig-30-10 7u- 10 ¢ `I�Qhm�i nSula `oh�� ex�e,�r►�r 5 10 �c u - �-g-1 D r� W czsk t vevv*s �r Is+�loorr- 4 ( , A 'ca F me Cob ie `l ` q-Z3-)o 10 06-to JU VIA101 R 0 U X21 k LL-,q-2-3-t0 51.V � 9 j 1,10 P-T- PIU4 3 f l coo r H e�f l i he -N w C -he,r �h L �,r's Io-►Z to , ALL L.&„ — 54—ce*4 +1&6 rvis SU Dh ib-15-l0 U� W4,11inS0lct ,^oh— Sc'.car� ��eor 116- '10 I, ln+- wa me �ORTANGELES iS`4 W A S H I N G T O N U S A. �— Pemtogulo- (�oi1ej-e EXTENDED PERMIT INSPECTIONS 1502 al :( c E tAllir��� ell PROJECT PERMIT# 0 -q SL E= DATE. ACCEPTED BY. COMMENTS. (� 3rd }i00 P►E`rsw !d- �(3 W �� (&Jet- �e Kou --i 0 Il—i2-ip LL vel ci,%lad Neo Zf3 W off H4 aoe imu6choh 10�-2g!oj -j« Rv , CaUiV- 111-3-iol 71-L, 2-via fleow pleck Roflren cto5e)r ihSula�iocn I l-5..(v �'(.L i i iq u)&+t lva*c WO id Lt. a ri s ags a1� -�loo� z►�d fiooF-West- ; T (2 I 7 I I _I^pn I i V►.4 Cv vwr Me4O)AkGa 1 (fou - i h 1 r 3-Ib LL ri a Sv oh w SC, I (10/21/2009) Linda Pangrle Re Maier Hall Permit#09-484 (1502 E. Lauridsen Blvd Bldg E) Page 1 From Sue Roberds To. Linda Pangrle, Steve Sperr Date: 10/21/2009 2 45 PM Subject: Re Maier Hall Permit #09-484 (1502 E. Lauridsen Blvd , Bldg E) CC: Roger Vess Linda. I would agree with Steve. We will likely have some additional permits on this very large project,and I believe that Dave understands that. But,I concur that it is important to get that information out at this time. Additionally we need to note that if the stormwater system does not function as is expected,corrections will be required. This issue was discussed with Terri Partch and the proponent's engineer -� Thank you for your attention to these matters, ©�� /0 Sue ��o� (10/21/2009) Linda Pangrie Re Maier Hall Permit#09-484 (1502 E. Lauridsen Blvd. Bldg. E) Page 1 From Steve Sperr To: Pangrle, Linda Date• 10/21/2009 2 14 PM Subject: Re Maier Hall Permit #09-484 (1502 E. Lauridsen Blvd , Bldg E) CC: Roberds, Sue, Vess, Roger Linda, I know that Roger has been working on the issue of water meters with the College, but he is out until Monday To expedite the Building Permit,you can add a note to the permit stating 'applicable water meter fee(s)will be assessed by Public Works separately' �a71Q 10-�1- g »> Linda Pangrle 10/21/2009 1.39 PM »> � Hi Steve, Earlier today Jim Lierly stated that either this afternoon or tomorrow morning he'll be ready for me to issue the Maier Hall Building Permit. I noticed that there are no water meterfees entered for this project. Do you want to add any fees before I issue this permit,or not? Please let me know as soon as possible. Thanks, Linda (10121%2009) Linda Pangrle ,Zoning Lot Covenant Recorded Document Page 1 From Linda Pangrle To. davidw@pcadmin.ctc.edu Date: 10/21/2009 1 51 PM Subject: Zoning Lot Covenant Recorded Document Hi David, On 05-26-09 I gave you a Zoning Lot Covenant form to fill out and tie the various college parcels into one parcel. After completing the form, it was to be recorded at the County A copy of the recorded document was to be returned to us. I don't have any record showing that we received a copy Please provide me a copy of the recorded document in the near future. Thanks, Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles,WA 98362 360-4174815 360-417-4711 FAX Ipangrle@cityofpa.us \` �S � (10/21/2009}Linda Pangrie Maier Hall Permit#09-484 (1502 E. Lauridseri Blvd Bldg E) Page 1 From Linda Pangrle To: Steve Sperr Date: 10/21/2009 1 39 PM Subject: Maier Hall Permit #09-484 (1502 E. Lauridsen Blvd , Bldg E) CC: Sue Roberds Hi Steve, Earlier today Jim Lierly stated that either this afternoon or tomorrow morning he'll be ready for me to issue the Maier Hall Building Permit. I noticed that there are no water meter fees entered for this project. Do you want to add any fees before I issue this permit,or not? Please let me know as soon as possible. Thanks, Linda File Edit List Commands Help. PUBLIC SECTOR NaviUno Application Tracking Action Log Maintenance II Application number- 09 00000484 Address: 1502 BLDG E E LAURIDSEN BLVD Application type: COMM NEW CONST Revision/Path/Step/Seq/Agency A 01 00 PUBLIC WORKS ENGINERING Action date: 82509 1 Action by- � ROGER VESS Action code: APPROVED Time spent(hours): p 1 000'5anitary sewer connection inspection is required by rX Public.Works prior to back fill.of ditch 24 hour advance j ;notice is required 1 2 oboewater system DCVA upgrade plans approved on 3-16-09 and rx ;submitted by Zenovic Associates will be incorporated with f iconstruction of the Maier Hall No occupancy of this C'° structure will occur until installation of the approved DCVA t" LAddstandar unit is inspected and approved.by the City of.,Port Angeles Public Works3 000 Highlighted Sequence'indicates line is not available for List selection. ravv File Edit Commands Help tgMR14I�'PU'.i.rC St:CTC7R ®pBuati Sn 09-OOOOOtip property information Application Information 1` ✓'� ® Contractorescrow Address 1502 BLDG E E LA.URIDSEN Application desc NEW 3-STORY BUILDING 63,220 Fees, PORT.ANGELES, WA 98362 Application status PLAN REVI2N "�' Globalbalance du� Location ID 159502 Status.Date 8/26/2009 Inspection history I Owner name STATE OF WASHINGTON Application type COMM NEW CONST ' MisceilaneousInfo ASSESSOR PARCEL NUMBER: 06-30-14-1 2-0000-0000- Application date 5/21,2009 I{ Names ALTERNATE ID• 063014120000 "�� Tenant name/number- PEN. COLLEGE MAIER HALL ®Permits I /. __.._-..^�..._ -I,i -- .,.,u.�.. j�► ' ...-'-- __-T:__ __ ..,..A.,.A �..�-W--- ► Q Plan tracking Receipt Contractor Information Outstanding Inspections ® ;quar footage(al` i' s 51 5tructurp Q Contractor Name PRIMO :ONSTRUCTION INC ��� Insp Schedule Confirmation{-, Valuation Aculatir Contractor Number 2455J Type Ic Date Number Type GENERAL Status ACTP+E 4 BLDG FOUNDATION E Contractor Requirements Doc Number q BLDG POST/COLUM P, BLDG I-RAMING Mml �. PLAN CHECK FEES 62975 41 00 - 00 000000 B"Collo PERMIT FEES 96835•.25 .00 ,00 000000 HPC 00 _ PERMIT.FEES 633.00 .00 .00 000000 PL 00 ;PERMIT FEES 636,15 00 "00 000000 ME 00 ;PERMIT FEES 925 00 .00 '00 000000 ERSW00 .:,a Print _ PERMIT FEES, - - - ,- -�170.50,- � - 0000._ '000000 ER$50tl' PERMIT FEES 469.00 00 00 000000 ERW 00 t:amei 'PERMIT FEES 165.00 .00. .00 000000 SSHU00 x �� STATE SURCHARGE 4'50 .00 ..OB (' 'Totals 162833 81 001 00 Refresh Land Inquiry -_L .y Documents 7Fi1. E0,.t' , ,List Commands Help Ud.'.'!C SECTOR ay se _a Permit Setup Permit Selection Application number- 09 00000484 Structure,sequence: 000 000 Application type: COMM NEW CONST I Property Address: 1502 BLDG E E LAURIDSEN BLVD ASSESSOR PARCEL NUMBER: 00-30-14-1-2-0000-0000- ALTERNATE ID- 063014120000 Tenant name,number- PEN COLLEGE MAIER HALL Valuat ion Square Footage Descriprion Code 26000000 1 ''BUILDING PERMIT COMMERCIAL BPC 3 ;EUGA SAN SEWER HOOKUP PWSS 1 ;MECHANICAL PERMIT ME '.PLUMBING PERMIT 'PL 1 DPW ENGINEERING REVIEW SAN SEW ERSS �I 1 'PW ENGINEERING REVIEW STORM ERSW V.OK m _ 1 ;PW ENGINEERING REVIEW WATER ERW Exit Cancel — - =Revoked permits exist Display by c. Display all ty Defaults I�1VU ALASKA E111 SHANNON 6WILSON, INC. FLORIDA COLORADO GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS MISSOURI OREGON WASHINGTON October 14, 2009 Mr J-C Letourneau schacht I aslani architects,p c. 506 Second Avenue, Suite 700 Seattle, Washington 98104 RE SUPPLEMENTAL RESPONSE,PENINSULA COLLEGE MAIER HALL, PORT ANGELES,WASHINGTON Dear J-C: This letter is in response to comments from the City of Port Angeles permit reviewer in e-mail dated October 13,2009 An ultimate lateral passive earth pressure using an equivalent fluid density of 300 pounds per cubic foot was recommended in our May 14, 2008,report (page 18). This value is applicable for structural fill that consists of on-site soil that is placed and compacted against pile cap grade beams or import fill. Compaction should be in accordance with recommendations presented in the geotechnical report. If you have any questions,please contact me. Sincerely, SH GON,INC. 5 1111. IIJi �'P OF Woo p e�w fro- 16945 ro- 94 SSI�NAL QCs Thomas M. Gurtowski, P.E. Vice President TMG/clp 21 1 20830-004-LI.docx/wp/c1p 400 NORTH 34TH STREET SUITE 100 21 1 20830-004 P O BOX 300303 SEATTLE, WASHINGTON 98103 206.632.8020 FAX 206.695.6777 TDD- 1.800.833.6388 www.shannonwilson.com L(10/14/2009)James Lierly Maier Hall Page 1 From Jean-Claude Letourneau' <jc@saarch com> To <tracy@zenovic.net> <jlierly@cityofpa.us> Date 10/14/2009 1 52 PM Subject: Maier Hall Attachments 21 1 20830-004-L1 pdf CC 'Peter Law' <peter@saarch com> 'Lavina H Sadhwani' <Isadhwani@mka.com> Tracy Jim Attached is the letter from the geotechnical engineer in response to your request. Thank you JC -Original Message- From Tom Gurtowski [mailto TMG@shanwil com] Sent: Wednesday October 14 2009 1 46 PM To Jean-Claude Letourneau Lavina H Sadhwani Cc- Peter Law Subject: RE. PCC Maier Hall Response letter attached -Original Message- From Jean-Claude Letourneau [mailto:jc@saarch com] Sent: Tuesday October 13 2009 3 52 PM To Lavina H Sadhwani; Tom GurtowskiF Cc- Peter Law Subject: PCC Maier Hall Tom The City of Port Angeles is requiring a letter from you clarifying your report, based on the following reasoning in the email below Please let me know if you have any questions to move this forward Can we expedite this letter Tom? Let me know if this will fit into your schedule Thanks Tom -JC -Original Message- From Tracy Gudgel [mailto-tracy@zenovic.net] Sent: Tuesday October 13 2009 3 47 PM To Jean-Claude Letourneau Cc.jlierly@cityofpa us Subject: RE. PCC Maier Hall JC Im in the process of reviewing the revisions submitted by Lavina. do need a clarification letter or plan revisions in regards to the geotech recommendation noted in previous emails between the geotech and the structural engineer The geotech needs to clarify the passive earth pressure value of 300 psf used in the design It is noted that on page 18 of the geotech report it does discuss using 300 psf provided there is Page 2 structural fill however the plans do not indicate the requirement for structural fill around the grade beams and pile caps The geotech shall provide a letter stating that the 300 psf is acceptable with the native soil or the plans shall indicate the requirement for structural fill If structural fill is required the plans shall clearly show the extent of structural fill including how far outside the building footprint it is required ' If I have any additional issues I will forward them to you as soon as possible Please note that if additional design changes are made after issuance of the building permit the City of Port Angeles-may require additional plan review fees to review the changes Tracy Gudgel -Original Message- From Jean-Claude Letourneau [mailto:jc@saarch com] Sent: Friday October 09 2009 2 55 PM To Tom Gurtowski, Lavina H Sadhwani tracy@zenovic net Subject: RE. PCC Maier Hall Thanks Tom I understand Tracy is out of the office today I would like to touch base with him on Monday to confirm he has everything he needs from us -JC Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects p c 506 2nd Avenue, Suite 700 Seattle, WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch com Please think about the environment before printing this email -Original Message- From Tom Gurtowski [mailto TMG@shanwil com] Sent: Friday October 09 2009 2.32 PM To Lavina H Sadhwani- tracy@zenovic.net Cc Jean-Claude Letourneau Subject: RE PCC Maier Hall Lavina, This email confirms our conversation as stated below Tom --- -Original Message- From Lavina H Sadhwani [mailto:lsadhwani@mka.com] (10/14/2009)James Lierl Maier Hall Pa e 3 Sent: Friday October 09 2009 8 49 AM To Tom Gurtowski Cc, Jean-Claude Letourneau Subject: PCC Maier Hall Tom- As discussed with your yesterday the permit reviewer Tracy Gudgel of Zenovich Engineering wants confirmation from Shannon and Wilson that using passive resistance against the grade beams (for the depth of the grade beams below the slab) in addition to using lateral resistance from the piles is an acceptable design procedure to resist the seismic base shear We are using 300 pcf as recommended in the soils report, for the passive pressure If you have questions on our design procedure, I'm happy to answer your questions Tom would you mind giving him a quick phone call to confirm (his contact info is listed below) The information is in your report so I don't think you would need to reissue anything Hopefully a quick phone call would do it. JC--Please confirm that this is an acceptable approach to satisfying the permit question. Lavina Tracy Gudgel Ph 360 417 0501 Email tracy@zenovic net Lavina H Sadhwani, P E. Associate Magnusson Klemencic Associates 1301 Fifth Avenue Suite 3200 Seattle WA 98101 2699 T 206-292 1200 F 206-292 1201 No 125' CITY OF PORT ANGELES DETERMINATION OF NON SIGNIFICANCE and ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT WAC 197-11-630 Description of Current Proposal Extension of a stormwater outfall. pipe with energy dissipater located in the White Creek ravine (an environmentally sensitive area) The utility extension is part of a larger project previously reviewed by the City of Port Angeles being redevelopment of a portion of the Peninsula College campus (Maier Hall) The subject portion- of the project was overlooked during early review due to differing plan 'submittals through the course of project development. Proponent: Peninsula College Location 1502 E. Lauridsen Boulevard Title/description of document being adopted Mitigated DNS #124813 dated August 7, 2009 Supplemental SEPA Information, Maier Hall Outfall Extension Project, prepared by Westech 0 Agency that prepared the document being adopted The City of Port Angeles, Washington Date the adopted document was prepared September, 2009 Description of the document being adopted Review of construction plans for the 58,100 square foot Maier Hall Peninsula College campus building. The proposed construction includes the demolition of four existing buildings and development of a 5 8,100 sq.ft. 46 ft. tall college structure that includes classrooms, tech use, meeting, and office space. Two wetlands exist near the site, and construction activities will impact the wetland buffers The lead agency has determined that the current proposal does not have probable significant adverse impact on the environment. An environmental impact statement(EIS) is not required under RCW 43.21 C 030(2)(c) This decision was made after review of a completed environmental checklist and other information on file with the lead agency This information is available to the public upon request at the Port Angeles City Department of Community and Economic Development, 321 East Fifth Street, Port Angeles, Washington, 98362, between the hours of 8 a.m and 5 p m M F The previous document has been identified and has been identified as being appropriate for adoption after independent review The documents meet the City of Port Angeles'environmental review needs for the current proposal and will accompany the proposal to the decision maker [X ] There is no comment period for this DNS that was issued per WAC 197-11-355 NAME OF AGENCY ADOPTING THE DOCUMENT City of Port Angeles SEPA Responsible Official Nathan A West, Director, Community & Economic Development. Number• (360) 417-4751 ,1hDate. /Phone Signature z (�✓ Nathan A West Mailed: 10/07/09 Ecology IR 10/5/2009)James Lierly RE RE. Maier Hall Phase 2 re Permit Corrections submittal Page 1 From 'Tracy Gudgel' <tracy@zenovic.net> To Jean-Claude Letourneau' <jc@saarch com> Date 10/2/2009 4 39 PM Subject: RE. RE. Maier Hall Phase 2 re Permit Corrections submittal CC <jlierly@cityofpa us> JC Im reviewing the revisions to the City of Port Angeles for Maier Hall and I have a structural/geotechnical issue that needs to be resolved It appears that there is a conflict between the geotechnical report and the structural design on the building with regards to the pile cap lateral resistance On page 18 Section 9 7 of the geotechnical report it states that frictional resistance against the base of the pile caps and grade beams shall be neglected when designing for lateral resistance However the structural calculations for the pile cap lateral resistance appear to use frictional resistance to determine the lateral resistance capacity of the piles Please provide clarification from your geotechnical engineer and your structural engineer Tracy Gudgel P E Zenovic &Associates Inc (360)417-0501 10/5/2009-James Lierly R,E.,,RE.,Maier Hall Phase 2 re Permit Corrections submittal Page — From Jaon'C|audaLakournoou' <jo@oaarchcom> To 7raoyQudga|' <trooy@zenovionet> Date 10/2/2009550PM Subject: RE RE Maier Hall Phase 2rePermit Corrections submittal cc <j|iedy@nityofpouu» Thanks Tracy I'll forward your question ontothe appropriate parties Jaan'C|oudaLatnurneou AIA, LEEOAP Associate schaoht | os|bniarchitects pc 5082nd Avenue Suite 700 Seattle WA 98104 (2U0)443'3448tel (2O6)443'3471fax vmxmv.aaarohcom Please think about the environment before printing this email -Original Message- From Tracy 8udge| [naUtotnany@zenovic.net] Sent: Friday October O2. 2009438PK4 To Jean'C|oudeLetnurneou Cc-]|ior|y@oityufpo.uu Subject: RE RE Maier Hall Phase 2raPermit Corrections submittal JC |m reviewing the revisions to the City of Port Angeles for Maier Hall and have astructural/geotechnical issue that needs tubaresolved It appears that there iaoconflict between the geotechnical report and the structural design on the building with regards tothe pile cap lateral resistance On page 18 Section A7ufthe geotechnical report itstates that frictional resistance against the base cfthe pile caps and grade beams shall be neglected when designing for lateral resistance However the structural calculations for the pile cap lateral resistance appear touse frictional resistance bndetermine the lateral resistance capacity ofthe piles Please provide clarification from your geotechnical engineer and your structural engineer TnanyGudge1 PE Zenov\o&Associates Inc (38O)417'0501 (9/22/2009)James Lierly RE. Maier Hall Phase 2 re Permit Corrections submittal Page 1 From Jean-Claude Letourneau' <jc@saarch com> To James Lierly <Jlierly@cityofpa us> Date 9/21/2009 5:27 PM Subject: RE Maier Hall Phase 2 re Permit Corrections submittal Jim want to give a heads up that we will be sending the Permit Revisions to David Wegener and he will be walking them down on Wednesday or Thursday of this week. -JC Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects, p c 506 2nd Avenue Suite 700 Seattle WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch com Please think about the environment before printing this email -Original Message- From James Lierly[mailto.Jlierly@cityofpa.us] Sent: Wednesday September 16 2009 9.11 AM To Jean-Claude Letourneau Subject: Re Maier Hall Phase 2 re Permit Corrections submittal Jim Lierly Building Inspector City of Port Angeles 360-417-4816 jlierly@cityofpa us >>> Jean-Claude Letourneau' <jc@saarch com> 9/16/2009 8:22 AM >>> Jim We have the following questions thus far regarding your comments to us on August 16th based on the Permit Set dated 16 June 2009 1 Are flush bolts out of the question entirely?We have a scenario where we have manual flush bolts on an electrical closet. Can we specify flush bolts when they are not part of the egress pathway? 1 It depends on the type of electrical equipment and the size of the room If its a small room with just a panel then there should not be a problem If you have a room with switch gear and is a sizable room then no you will need panic hardware in case of an explosion for swift egress 2 Regarding the address numbers or letters 6' min 12' max required on [(9/22/2009)James Lierly RE. Maier Hall Phase 2 re Permit Corrections submittal Page 2 the structure at the final inspection The campus buildings as you know +' do not have addresses on them does this comment apply to Peninsula College? If so can you be more specific about the requirement. To this day I don't believe the Library has any signage on it whatsoever The college is in charge of their building signage and to date that means putting a sign on the ground in front of the building 2 This is a reminder note I believe that they use letters A sign in front of the building shall be acceptable I will discuss this with Dave Wegner further 3 Under Means of Egress/ Exiting #2 your comment 'Doors in vertical exit enclosures see 1007 6 2006 IBC' This specific code section refers to Areas of Refuge and access to these areas and doesn't say anything about doors so not sure what your comment is alluding too 3-This pertains to the ADA and also I believe that there is a smoke seal and/or a fire rated door requirement. Thanks Jim JC Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects p c 506 2nd Avenue Suite 700 Seattle, WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch com Please, think about the environment before printing this email -Original Message- From James Lierly[mailto Jlierly@cityofpa.us] Sent: Tuesday September 15 2009 8 34 AM To Jean-Claude Letourneau Subject: Re Maier Hall Phase 2 re Permit Corrections submittal Thank you JC We look forward to receiving your comments As far as the revisions go the city of Port Angeles does not make any changes to the permit set. We will require you to indicate the revisions and we will also write on the plans revisions in bold letters It will be the responsibility by others to collate the sheets as desired The full sheet drawings that are clouded and detaied as revisions shall be bound and in sets of three as far a what you install in the title block the [9%22/2009)James Lierly E.E. Maier Hall Phase 2 re Permit Corrections submittal Page 3 words 'PERMIT REVISIONS' are required at a minimum You may add 'PERMIT CORRECTIONS' if you wish in addition to the permit revisions Thank you Jim Lierly Building Inspector City of Port Angeles 360-417-4816 jlierly@cityofpa us >>> Jean-Claude Letourneau' <jc@saarch com> 9/14/2009 5 37 PM >>> Greetings Jim We are gearing up here to submit our permit corrections for Maier Hall Phase 2 to you by the end of the week, at your desk probably by Monday September 21 st. I have a few questions for you before we do so I'll ask them here in this email for your preview then J'Il give you a call to discuss Regarding the physical submittal My plan is to send you narrative responses to all the comments that were given to us In these responses we will specifically indicate where to find the answer to the comments/questions in either a drawing or a specification section If it is a drawing,we will include a clouded revision to the full size drawing with a date of 18 September 2009 for you to staple to the front of the original Permit Set. If language has been added to the specification we will indicate such language in the narrative (8 %x 11) If the entire spec section has been revised and it is prudent to resubmit the section we will do so in its entirety The revision number '1 will be noted along with the date of '18 September 2009' on the drawings We will only submit drawing sheets with revisions or corrections not the entire set. We can note these revisions on the same drawing title-block as the Permit Set dated 16 June 2009 or we can revise the title-block to read the date of the permit corrections of 18 September 2009 Do you have a preference? [(9/22/2009)James Lierly RE. Maier Hall Phase 2 re Permit Corrections submittal Page 4 To summarize 1 We will submit permit corrections to you with the following a) 8 Y2 x 11 narrative indicating our responses to the City's question/comment, item by item b)full-size drawing sheets of only those sheets with corrections/responses on them 2 Specification language revisions if applicable will be indicated in the narrative responses If we determine the entire spec section needs resubmitting we will do so (Not anticipating but just in case ) 3 The title-block on the re-submittal can either be the same title-block you have already- 'Permit Set, 16 June 2009' with noted revisions and revision date of 18 September 2009' OR, we can revise the title-block with new title 'Permit Corrections' and new date 18 September 2009' Your preference? I'll give you a call to discuss on Tuesday Jim thank you! JC Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects, p c. 506 2nd Avenue Suite 700 Seattle WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch.com <http.//www.saarch com/> Please, think about the environment before printing this email ermit Corrections submittal From ]amesLierly TO, Jean-Claude Letourneau Date: 9/22/20098'83AM Subject: RE Maier Hall Phase Z re Permit Corrections submittal Thank you IC,Once i receive the items i will get the review of the correction items started. ]imUedy Building Inspector City o[Port Angeles 360'417'4816 jliedy@chyofpa.ua >>> ']ean'C|audeLetournaau' <ic&bsanrch.com> 9/Z1/Z0O9S 26 PM >>> Jim, lwant togive aheads upthat we will be sending the Permit Revisions to David Wegener and he will be walking them down onWednesday orThursday ofthis week. ]C ]ean'C|audeLetourneau AIA, LEEDAP Associate schacht I as|aniarchitects,pz. 5O62nd Avenue,Suite 7OO Seattle,VVA981O4 (ZO6)443'3448tel (ZO6)443'3q71fax Please,think about the environment before printing this email. -Original Message' Fmm. ]amesLiedy Sent: Wednesday September 16,2OO99 11 AM To: Jean-Claude Lemurneau Subject: Re: Maier Hall Phase Z e Permit Corrections submittal ]imUerly Building Inspector City o[Port Angeles 360'417-4816 >>> 'Jean-Claude LeUourneau' <Jc(�bsaazch.com> 9/16/2009 8:22 AM >>> Jim, Wehave the following questions thus far regarding your comments Uuus on August 16th, based on the Permit Set dated 1hJune 2OO9 1Are flush bolts out o[the question entirely?VVehave ascenario where wehave manual flush bolts onanelectrical closet.Can pmspecify flush bolts when they are not part ofthe egress pathway? 1 Itdepends onthe type ofelectrical equipment and the size o[the room. Ifits asmall room with just apanel,then there should not bea problem. lfyou have aroom with switch gear and isasizable room, then no,you will need panic hardware|ncase o[anexplosion for swift ?.(9%22%2009)James Lierly RE_ Maier Ha II Phase 2u re Permit Corrections submittal, „ „ „ _,_...,. .m .... W...,Page,2 egress. 2. Regarding the address numbers or letters 6' min 12' max required on the structure at the final inspection.The campus buildings as you know do not have addresses on them,does this comment apply to Peninsula College?If so,can you be more specific about the requirement.To this day I don't believe the Library has any signage on it whatsoever The college is in charge of their building signage,and to date that means putting a sign on the ground in front of the building. 2 This is a reminder note. I believe that they use letters.A sign in front of the building shall be acceptable. I will discuss this with Dave Wegner further 3 Under Means of Egress/Exiting, #2 your comment 'Doors in vertical exit enclosures see 1007.6, 2006 IBC' This specific code section refers to Areas of Refuge and access to these areas and doesn't say anything about doors so not sure what your comment is alluding too. 3-This pertains to the ADA and also I believe that there is a smoke seal and/or a fire rated door requirement. Thanks Jim, JC Jean-Claude Letourneau AIA, LEED AP Associate schacht i aslani architects,p.c. 506 2nd Avenue,Suite 700 Seattle,WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch.com Please,think about the environment before printing this email. -Original Message- From James Lierly[mailto.Jlierly@cityofpa.us] Sent:Tuesday September 15, 2009 8:34 AM To: Jean-Claude Letourneau Subject: Re: Maier Hall Phase 2 re Permit Corrections submittal Thank you JC.We look forward to receiving your comments.As far as the revisions go,the city of Port Angeles does not make any changes to the permit set.We will require you to indicate the revisions and we will also write on the plans revisions in bold letters. It will be the responsibility by others to collate the sheets as desired.The full sheet drawings that are clouded and detaied as revisions shall be bound and in sets of three. as far a what you install in the title block the words 'PERMIT REVISIONS' are required at a minimum.You may add 'PERMIT eisli-erly RE Maier Hall Phase 2 re Permit Corrections submittal P CORRECTIONS' ifyou wish inaddition Lothe permit revisions. Thank you ]imUerly Building Inspector City ofPort Angeles 360~417-4816 >>> ]ean'C|audeLetoumeau' > 9/14VZO09S 37 PM >>> Greetings Jim, Wcare gearing uphere tosubmit our permit corrections for Maier Hall Phase Ztoyou bythe end o[the week,atyour desk probably byMonday September Z1st. Ihave afew questions for you before wedoso. I'll ask them here inthis email for your preview,then I'll give you acall Un discuss. Regarding the physical submittal- My plan isLosend you narrative responses toall the comments that were given 0ous.[nthese responses wewill specifically indicate where Lofind the answer 0othe comments/questions ineither adrawing oraspecification section. If it isadrawing,wawill include aclouded revision 0othe full size drawing with adate cf18September 2OO9 for you tostaple tothe front ofthe original Permit Set. l[language has been added Lothe specification,*ewill indicate such language inthe narrative(8Yzx 11) l[the entire spec section has been revised and it|uprudent um resubmit the section,wewill dosoinits entirety The revision number '1 will henoted along with the date of 18 September 2009' onthe drawings.VYewill only submit drawing sheets with revisions orcorrections not the entire set.Wecan note these revisions onthe same drawing title-block asthe Permit Set dated 16 June 2009 orwecan revise the title-block uoread the date ofthe permit corrections of18September ZOO9 Doyou have apreference? To summarize: 1 Wewill submit permit corrections Uoyou with the following, a)8 16 x 11 narrative indicating our responses 0uthe City's queot|on/comment, item byitem b)full-size drawing sheets o[only those (9/22/2009)James Lierly RE. Maier Hall Phase 2 re Permit_Corrections submittal' - _ ~y -Page 4 sheets with corrections/responses on them. 2. Specification language revisions, if applicable,will be indicated in the narrative responses.If we determine the entire spec section needs resubmitting,we will do so. (Not anticipating, but just in case ) 3 The title-block on the re-submittal can either be the same title-block you have already- 'Permit Set, 16 June 2009' with noted revisions and revision date of '18 September 2009' OR,we can revise the title-block with new title 'Permit Corrections' and new date '18 September 2009' Your preference? I'll give you a call to discuss on Tuesday Jim,thank you! JC Jean-Claude Letourneau AIA,LEED AP Associate schacht l aslani architects, p.c. 506 2nd Avenue,Suite 700 Seattle,WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch.com <http.//www.saarch.com/> Please,think about the environment before printing this email. [9/21/2009)James Lierly Fwd Maier Hall Phase 2 re Permit Corrections submittal Page 1 4 From Sue Roberds J To James Lierly Date. 9/21/2009 9 18 AM Subject: Fwd Maier Hall Phase 2 re Permit Corrections submittal OR TELE >>> On 9/14/2009 at 5.37 PM,in message <5E92791733A16542A4897C98BD4D2CD02B84D3(a SERVER02.saarch.local> 'Jean- Claude Letourneau' <icCcbsaarch.com>wrote: Greetings Jim, We are gearing up here to submit our permit corrections for Maier Hall Phase 2 to you by the end of the week,at your desk probably by Monday September 215` I have a few questions for you before we do so.I'll ask them here in this email for your preview,then I'll give you a call to discuss. Regarding the physical submittal My plan is to send you narrative responses to all the comments that were given to us. In these responses we will specifically indicate where to find the answer to the comments/questions in either a drawing or a specification section. If it is a drawing,we will include a clouded revision to the full size drawing with a date of 18 September 2009—for you to staple to the front of the original Permit Set. If language has been added to the specification,we will indicate such language in the narrative(8 1/2 x 11).If the entire spec section has been revised and it is prudent to resubmit the section,we will do so in its entirety The revision number '1 will be noted along with the date of '18 September 2009' on the drawings.We will only submit drawing sheets with revisions or corrections—not the entire set.We can note these revisions on the same drawing title-block as the Permit Set dated 16 June 2009,or we can revise the title-block to read the date of the permit corrections of 18 September 2009 Do you have a preference? To summarize- 1. We will submit permit corrections to you with the following: a)8'/2 x 11 narrative indicating our responses to the City's question/comment,item by item b)full-size drawing sheets of only those sheets with corrections/responses on them. 2. Specification language revisions,if applicable,will be indicated in the narrative responses. If we determine the entire spec section needs resubmitting,we will do so. (Not anticipating, but just in case ) 3. The title-block on the re-submittal can either be the same title-block you have already, 'Permit Set, 16 June 2009' with noted revisions and revision date of '18 September 2009' OR,we can revise the title-block with new title 'Permit Corrections' and new date '18 September 2009' Your preference? I'll give you a call to discuss on Tuesday Jim,thank you! JC Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects, p.c. 506 2nd Avenue,Suite 700 Seattle,WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch.com ( http.//www.saarch.com/ ) Please,think about the environment before printing this email. 6�_Li'&rly_!��._Maier Hall Phase 2 re Permit Corrections submittal From Jean-ClaudeLebounnoau' «]c@sonrohoom> To JameoLierl/ ^J|iedy@nibmfpo.un» Dote 0/18/2000014APW Subject: RE Maier Hall Phase 2raPermit Corrections submittal cc 'Carl Dominguez' <oad@aaanchcom> Thanks Jim | was referring toonelectrical closet that ioabout 18' deep VVedefinitely won't use flush bolts for on egress component including any space one could occupy | think this should doit thanks again Jeon'C|oudeLetournaou AIA, LEEDAP Associate sohonht | os|aniarchitects, po 50G2nd Avenue Suite 700 Seattle WA 98104 (2O8)443'3448tel (208)443'3471fax www oaavoh nom Please, think about the environment before printing this email -Original Message- From James Lier|y[moi|to.J|iar|y@cih/ofpo.us] Sent: Wednesday September 182009911AK4 To Jean-ClaudeLetourneau Subject: Re Maier Hall Phase 2rePermit Corrections submittal JimLiady Building Inspector City ofPort Angeles 380'417'4818 j|iedy@oibmfpa.uo »>> Jean'C|audeLehounnaou' <jo@oaarchoom> QV1G/200Q8:22AM >>> Jim VVehave the following questions thus far regarding your comments buuo onAugust 1Gth based onthe Permit Set dated 16June 288A 1 Are flush bolts out ofthe question entirely?VVehave oscenario where vvehave manual flush bolts ononelectrical closet. Can wespecify flush bolts when they are not part ofthe egress pathway? 1 |tdepends onthe type ofelectrical equipment and the size ofthe room |fits osmall room with just opanel then there should not bea problem |fyou have aroom with switch gear and isasizable room then no you will need panic hardware incase ofonexplosion for swift egress 9/21/ 00�),�Jarrjq��iqr!y_ RE Maier Hall Phase 2,re Permit Correctilons submittal- 2 Regarding the address numbers orletters 6' min 12' max required on the structure otthe final inspection The campus buildings aayou know donot have addresses onthem does this comment apply boPeninsula College? |foo can you bemore specific about the requirement. Tnthis day | don't believe the Library has any signage onitwhatsoever The college inincharge cftheir building signage and todate that means putting asign onthe ground infront ufthe building 2 This is o reminder note | believe that they use letters Auign in front ufthe building shall boacceptable |will discuss this with Dave Wegner further 3 Under Means ofEgress/ Exiting #2your comment 'Doors invertical exit enclosures see i0O78 2006 IBC' This specific code section refers toAreas nfRefuge and access tothese areas and doesn't say anything about doors onnot sure what your comment ioalluding too 3'This pertains to the ADA and also | believe that there is a smoke seal and/orafire rated door requirement. Thanks Jim Jc Jean-Claude Lotourneou A|A, LEEOAP Associate sohachtIoa|oniarchitects p 50G2nd Avenue Suite 700 Seattle, VVA081O4 (2O6)443'3448tel (200)443-3471fax vwxmv.aoorchoom P|e000 think about the environment before printing this email -Original Message- From James Lier1y[naUtoJUody@citywfpa.uo] Sent: Tuesday September 15 2009834AK4 To Jaan'C|audeLatournaou Subject: Re Maier Hall Phase 2rePermit Corrections submittal Thank you JC VVelook forward toreceiving your comments Aofar an the revisions go the city ofPort Angeles does not make any changes to the permit set. VVewill require you tnindicate the revisions and vvawill also write unthe plans revisions inbold letters /twill bethe responsibility byothers tocollate the sheets as desired The full sheet drawings that are clouded and detoiedaurevisions shall be e Lierly, RE Maier Hall Phase 2 re Permit Corrections submittal bound and insets ofthree osfar owhat you install inthe title block the words 'PERMIT REVISIONS' are required ataminimum You may add 'PERMIT CORRECTIONS' ifyou wish /naddition tothe permit revisions. Thank you JimLiady Building Inspector City of Port Angeles 360-417-4816 j|iar|y@nityofpo us >>» Jean-Claude Lehounneau' ~4o@soarchoonn>8/14/2U0Q5.37PyW »>> Greetings Jim VVaare gearing uphere tosubmit our permit corrections for Maier Hall Phase 2tnyou bythe end ofthe week, otyour desk probably byMonday September 21st. | have a few questions for you before we do so |'|| ask them here in this email for your preview then |'U give you o oo|| to discuss Regarding the physical submittal yWyplan iatosend you narrative responses toall the comments that were given tous In these responses we will specifically indicate where tofind the answer tnthe comments/questions ineither adrawing oraspecification section If it is a drawing we will include a clouded revision to the full size drawing with adate of1DSeptember 2O0Q for you bostaple bothe front ofthe original Permit Set. |flanguage has been added tothe specification wewill indicate such language inthe narrative (8Y2x 11) |fthe entire spec section has been revised and itisprudent to resubmit the section vvewill douoinits entirety The revision number 1 will be noted along with the date of '18 September 2OO9' onthe drawings VVewill only submit drawing sheets with revisions nrcorrections not the entire set. VVecan note these revisions nnthe same drawing title-block omthe Permit Set dated 18 June 2009 orvvecan revise the title-block boread the date cfthe To summarize 1 VVewill submit permit corrections boyou with the following o) 8Y2x11 narrative indicating our responses hothe City's queotiun/oommant, item by item b)full-size drawing sheets of only those sheets with corrections/responses onthem 2 Specification language revisions, ifapplicable, will be indicated inthe narrative responses |fvvedetermine the entire spec section needs resubmitting wewill d000 (Not anticipating, but just in case ) 3 The title-block onthe re-submittal can either bethe same title-block you have already- 'Permit Set, 18June 200Q' with noted revisions and revision date of '18September 2000' OR,vvacan revise the title-block with new title 'Permit Corrections' and new date '18 September 2009' Your preference? I'll give you ncall tudiscuss onTuesday Jim thank you! 'JC Joan'C|oudaLatourneau AIA, LEEOAP Associate uohauhtIau|aniarchitects po. 5O62nd Avenue Suite 700 Seattle WA 98104 (2US)443'3448tel (200)443'3471 fax vm^mv.00nrch com <http:/kmwow.uaaroh.00m/> P|aaoa think about the environment before printing this email Page 1 of 1 Subject: Re Maier Hall Phase 2 re Permit Corrections submittal Created By- Jlierly@cityofpa.us Scheduled Date Creation Date 9/16/2009 9.10 AM From James Lierly Recipient Action Date&Time Comment _To:Jean-Claude Letourneau Oc) _ Transferred 9/16/2009 9.10 AM _ v file.HC \Documents and Settmgs\jherly\Local Settings\Temp\XPgrpwlse\4ABOAB8BDO 9/21/2009 Page 1 of 1 Subject: Re Maier Hall Phase 2 re Permit Corrections submittal Created By- Jlierly@cityofpa.us Scheduled Date Creation Date 9/16/2009 9.10 AM From James Lierly Recipient Action Date&Time Comment To:Jean-Claude Letourneau Oc) Transferred _ 9/16/2009 9.10 AM file.//C \Documents and Settings\jlierly\L,ocal Settings\Temp\XPgrpw>se\4ABOAB8BDO 9/21/2009 Page 1 of 1 Subject: Re Maier Hall Phase 2 re Permit Corrections submittal Created By- Jlierly@cityofpa.us Scheduled Date Creation Date 9/16/2009 9.10 AM From James Lierly Recipient Action Date&Time Comment To:Jean-Claude Letourneau Oc) Transferred 9/16/2009 9,10 AM file.//C \Documents and Settings\jherly\Local Settings\Temp\XPgrpw>se\4ABOABSBDO 9/21/2009 Frono Jean-ClaudeLabourneau' <jn@oaarchnom> To JameoLiarly' «J|iady@cityofpaua> Date 9V16/20098:23AK4 Subject: Maier Hall Phase 2rePermit Corrections submittal cc 'Carl Dominguez' <ood@soanohnom> Jim We have the following questions thus far regarding your comments to us on August 16th based onthe Permit Set dated 18June 2OOQ 1 Are flush bolts out of the question entirely?We have a scenario where we have manual flush bolts on an electrical closet. Can we specify flush bolts when they are not part of the egress pathway? 2 Regarding the address numbers nrletters 8' min 12' max required onthe structure atthe final inspection The campus buildings aoyou know donot have addresses onthem does this comment apply toPeninsula College? |fuo can you bemore specific about the requirement. Tothis day | don't believe the Library has any signage onitwhatsoever The college iuincharge oftheir building signage and to date that means putting asign onthe ground infront ofthe building 3 Under Means of Egress/ Exiting. #2 your comment 'Doors in vertical exit enclosures see 1007 G 2006 |8C' This specific code section refers to Areas of Refuge and access to these areas and doesn't say anything about doors oonot sure what your comment inalluding too Thanks Jim JC Jean'C|audeLetourneau AIA, LEEOAP Associate onhacht | au|oniarchitects pc 50G2nd Avenue Suite 700 Seattle WA 98104 (200)443'3448tel (20G)443'3471fax www maarchcom Please think about the environment before printing this email -Original Message- From James Lier|y[mai|toJ|ier|y@oitywfpo.ua] Sent: Tuesday September 15 2009834AK4 To Jean-ClaudeLatourneau Subject: Re Maier Hall Phase 2roPermit Corrections submittal Thank you JC VVelook forward toreceiving your comments Aufar aothe revisions go the city nfPort Angeles does not make any changes tothe permit set. We will require you to indicate the revisions and we will also write on the plans revisions in bold letters It will be the responsibility byothers bmcollate the sheets osdesired The full sheet drawings that are clouded and detaiodoorevisions shall bobound and insets ofthree oofar owhat you install inthe title block the words 'PERMIT REVISIONS' are required otominimum You may add 'PERMIT CORRECTIONS' ifyou wish inaddition tothe permit revisions (9/21/2009)James Lierly Maier Hall Phase 2 re Permit Corrections submittal Page 2 Thank you Jim Lierly Building Inspector City of Port Angeles 360-417-4816 jlierly@cityofpa us >>> Jean-Claude Letourneau' <jc@saarch com> 9/14/2009 5 37 PM >>> Greetings Jim We are gearing up here to submit our permit corrections for Maier Hall Phase 2 to you by the end of the week, at your desk probably by Monday September 21 st. I have a few questions for you before we do so I'll ask them here in this email for your preview then I'll give you a call to discuss Regarding the physical submittal My plan is to send you narrative responses to all the comments that were given to us In these responses we will specifically indicate where to find the answer to the comments/questions in either a drawing or a specification section If it is a drawing, we will include a clouded revision to the full size drawing with a date of 18 September 2009 for you to staple to the front of the original Permit Set. If language has been added to the specification, we will indicate such language in the narrative (8 %x 11) If the entire spec section has been revised and it is prudent to resubmit the section we will do so in its entirety The revision number 1 will be noted along with the date of 18 September 2009' on the drawings We will only submit drawing sheets with revisions or corrections not the entire set. We can note these revisions on the same drawing title-block as the Permit Set dated 16 June 2009 or we can revise the title-block to read the date of the permit corrections of 18 September 2009 Do you have a preference? To summarize 1 We will submit permit corrections to you with the following a)8 %2 x 11 narrative indicating our responses to the City's question/comment, item by item b)full-size drawing sheets of only those 921%2009 Jame ._.�_._....v..,.... _.. ._.. e..®_. . ..._.. ....... ._,.._.._......_..h m...___ .. ... ..._. _.__.. _r:..... . .._ .._.. .. _...... _.._ . ...�. .. Maier_Hall Phase 2 re Permit Corrections submittal Page 3 sheets with corrections/responses on them 2 Specification language revisions if applicable will be indicated in the narrative responses. If we determine the entire spec section needs resubmitting we will do so (Not anticipating but just in case ) 3 The title-block on the re-submittal can either be the same title-block you have already- 'Permit Set, 16 June 2009' with noted revisions and revision date of '18 September 2009' OR,we can revise the title-block with new title 'Permit Corrections and new date 18 September 2009' Your preference? I'll give you a call to discuss on Tuesday Jim thank you! JC Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects, p c 506 2nd Avenue Suite 700 Seattle WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch com <http.//www.saarch com/> Please think about the environment before printing this email Page 1 of 1 Subject: Re Maier Hall Phase 2 re Permit Corrections submittal Created By- Jlierly@cityofpa.us Scheduled Date Creation Date 9/15/2009 8 33 AM From James Lierly Recipient _ Action Date&Time Comment To:Jean-Claude Letourneau Cc) _ Transferred 9/15/2009 8:33 AM file.//C \Documents and Settings\jIlerlyTocal Settings\Temp\XPgrpwise\4AAF515BDOM. 9/21/2009 Page 1 of 1 Subject: Re Fwd Maier Hall Phase 2 Water Feature Created By- Jlierly@cityofpa.us Scheduled Date Creation Date 9/1/2009 8 32 AM From James Lierly Recipient Action Date&Time Comment To: Rebekah.Weston@kpff.com(Rebekah.Weston) Transferred 9/1/2009 8:32 AM file.//C \Documents and Settmgs\jlierly\Local Settmgs\Temp\XPgrpwise\4A9CDC23DOM. 9/21/2009 Page 1 of 1 Subject: Fwd Plancheck for college Created By- Jlierly@cityofpa.us Scheduled Date Creation Date 8/24/2009 4 10 PM From James Lierly Recipient Action Date&Time Comment To:Sue Roberds(Sroberds) Read 8/24/2009 4 14 PM file.//C \Documents and Settmgs\jherly\Local Settings\TempWgrpwise\4A92BB87DOM. 9/21/2009 Page 1 of 1 Subject: Fwd RE. MAIER HALL COMMENTS Created By- Jlierly@cityofpa.us Scheduled Date Creation Date 8/24/2009 4 09 PM From James Lierly Recipient Action Date&Time Comment To:Sue Roberds(Sroberds) Read 8/24/2009 4 12 PM file.//C \Documents and Settmgs\jherly\Local Settings\Temp\XPgrpwise\4A92BB35DOM. 9/21/2009 Page 1 of 1 Subject: Fwd MAIER HALL COMMENTS Created By- Jlierly@cityofpa.us Scheduled Date Creation Date 8/24/2009 4 08 PM From James Lierly Recipient Action Date&Time Comment To: Sue Roberds(Sroberds) Read 8/26/2009 12:53 PM file.//C \Documents and Settmgs\jher1yToca1 Settings\Temp\XPgrpwise\4A92BAFCDO 9/21/2009 j(9%21%2009)James Lierly._.RE._MAIER HALL COMMENTS From Jean-Claude Letourneau' <jc@saarch com> To James Lierly' <Jlierly@cityofpa us> 'Dave Wegener' <dwegener@pencol edu> Date 8/18/2009 2:20 PM Subject: RE MAIER HALL COMMENTS CC <tracy@zenovic.net> Thanks Jim We'll take a look and I'll be in touch Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects p c 506 2nd Avenue, Suite 700 Seattle WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch com Please think about the environment before printing this email -Original Message- From James Lierly[mailto.Jlierly@cityofpa.us] Sent: Tuesday August 18 2009 9*07 AM To Dave Wegener• Jean-Claude Letourneau Cc* tracy@zenovic net Subject: MAIER HALL COMMENTS Provided are the comments for MAIER HALL. Please feel free to contact Tracey Gudgel with Zenovic's Engineering at 360-417-0501 if you need any additional clarification Also please provide any correspondence to the City Building Department, of any documentation or clarification Jim Lierly Building Inspector City of Port Angeles 360-417-4816 jlierly@cityofpa.us r Page 1 of 1 Subject. MAIER HALL COMMENTS Created By- Jlierly(�}a@citvofpa.us Scheduled Date Creation Date 8/18/2009 9.07 AM From James Lierly Recipient _ Action Date&Time Comment To: Dave Wegener(dwegener) Transferred 8/18/2009 9.07 AM_ _ BC,James Lierly(Jlierly) Read 9/17/2009 2:34 PM _ To.Jean-Claude Letourneau 6c) Transferred 8/18/2009 9.07 AM CC,tracy@zenovic.net(tracy) Transferred 8/18/2009 9:07 AM file.//C \Documents and Settmgs\j1lerlyTocal Settmgs\Temp\XPgrpwise\4ASA6F3EDOM. 9/21/2009 (9%21%2009 James Lierly yMAIER HALL COMMENTS a From James Lierly To- Dave Wegener; Jean-Claude Letourneau Date: 8/18/2009 9.07 AM Subject: MAIER HALL COMMENTS Attachments: 0804_02 questionnaire &disclosure form.doc; MAIER HALL.doc; 08091-planchec klcollege.doc cc, tract'@zenovic.net Provided are the comments for MAIER HALL. Please feel free to contact Tracey Gudgel with Zenovic's Engineering at 360- 417-0501 if you need any additional clarification.Also please provide any correspondence to the City Building Department, of any documentation or clarification. Jim Lierly Building Inspector City of Port Angeles 360-417-4816 jlierly@cityofpa.us " From 'Tracy Gudga net> To ^1|iedy@cihmfpauo> Date 8/14/2009412PM Subject: P|ancheokfor college Attachments. O80Q1'p|onohmck1college doc Jim | sent you uhard copy and here ioodigital version for your use The plans are pretty good but they should answer these questions and provide the geoteohprior tnapproval | omalittle concerned about the requirements ufthe gaotenhand thus think weneed toverify the engineer iuusing the recommendations ofthe geoteohbecause itmay affect the pile design and lateral stability ofthe building TnooyGudge| PE Zennvio &Associates Inc 1(9/21/2009)James erly college ..__ .._.___. -_-__- _. _yn_.. _... -Page f Li r From 'Tracy Gudgel' <tracy@zenovic.net> To <jlierly@cityofpa.us> Date 8/13/2009 5 14 PM Subject: college Jim Im typing up my comments There are some discrepancies between the plans and calcs that should be addressed III have them to you tomorrow Tracy CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 w \1 Application Number 09 00000484 Date 8/26/09 Application pin number 127356 Property Address 1502 BLDG E E LAURIDSEN BLVD ASSESSOR PARCEL NUMBER 06 30 14 1 2 0000 0000 Tenant nbr name PEN COLLEGE MAIER HALL Application type description COMM NEW CONST Subdivision Name Property Use Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 26000000 Application desc NEW 3 STORY BUILDING 63 220 SQ FT TOTAL Owner Contractor WA GENERAL ADMINISTRATION PRIMO CONSTRUCTION INC PO BOX 41000 PO BOX 296 OLYMPIA WA 985041000 CARLSBORG WA 98324 (360) 417 6206 (360) 683 5447 Structure Information 000 000 3 STORY BLDG 63 220 SQ FT TOTAL Other struct info CONSTRUCTION TYPE 2B FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 3 00 OCCUPANT LOAD 1551 00 PROPOSED LOT COVERAGE 22370 00 NUMBER OF UNITS 1 00 Permit PW ENGINEERING REVIEW SAN SEW Additional desc Permit pin number 152249 Permit Fee 170 50 Plan Check Fee 00 Issue Date 8/26/09 Valuation 0 Expiration Date 2/22/10 Qty Unit Charge Per Extension 341 00 5000 LF PW ENG REVIEW SAN SEW(LF) 170 50 Permit PW ENGINEERING REVIEW STORM Additional desc 307 AC Permit pin number 152231 Permit Fee 925 00 Plan Check Fee 00 Issue Date 8/26/09 Valuation 0 Expiration Date 2/22/10 Qty Unit Charge Per Extension BASE FEE 300 00 3 00 25 0000 ECH PW ENG REVIEW STORM WATER 75 00 10 00 55 0000 ECH PW ENG ADDITIONAL REVIEW 550 00 Permit PW ENGINEERING REVIEW WATER Additional desc Permit pin number 152256 Permit Fee 469 00 Plan Check Fee 00 Separate Permits are required for electrical work,SEPA,Shoreline ESA,utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of constr " non Signature of ontractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T\Policies\1102 15[10/08] PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-48-1 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4710 PLANNING DEPT BUILDING 417-4815 BUILDING T\Policies\1102 15[10/08] 0` 0R',,QF,� CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Y Page 2 Application Number 09 00000484 Date 8/26/09 Application pin number 127356 Issue Date 8/26/09 Valuation 0 Expiration Date 2/22/10 Qty Unit Charge Per Extension 938 00 5000 LF PW ENG REVIEW WATER(LF) 469 00 Permit SANITARY SEWER HOOK UP Additional desc Permit pin number 152355 Permit Fee 135 00 Plan Check Fee 00 Issue Date 8/26/09 Valuation 26000000 Expiration Date 2/22/10 Qty Unit Charge Per Extension 1 00 135 0000 EA SAN SEWER HOOKUP 135 00 Special Notes and Comments This project will require a seperate permit and fire alarm plans for review A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers Owner is responsible for ongoing fire alarm system inspection and maintenance per the current addition of NFPA 72 This project will require seperate permit and fire sprinkler plans for review June 26 2009 3 30 38 PM sroberds The proposal will result in demolition and consruction of a 3 story public institutional structure in the PBP zone for total lot coverage of 12% and site coverage of approximately 17% The project includes a wetland permit and storm drainage requirements August 26 2009 8 35 01 AM sroberds This permit will be issued in two phases Phase I is strictly ground work above the top of the bank Phase II will be issued when additional engineering required is submitted and approved NO WORK is permitted beyond the top of the bank under this permit MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Water system DCVA upgrade plans approved on 3 16 09 and submitted by Zenovic & Associates will be incorporated with construction of the Maier Hall No occupancy of this Separate Permits are required for electrical work,SEPA,Shoreline ESA,utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T\Policies\1102 15[10/08] PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, t INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE j INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANMNG DEPT BUILDING 417-4815 BUILDING T'\Policies\1102 15[10/08] "o CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES ;k v 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 3 Application Number 09 00000484 Date 8/26/09 Application pin number 127356 Special Notes and Comments structure will occur until installation of the approved DCVA unit is inspected and approved by the City of Port Angeles Public Works May 28 2009 7 34 04 AM rbecker You will need to install double check backflows on the fire and lawn sprinkler systems and the water heat pump If the domestic water serving the building is 30 feet or higher than the water main serving the building you will need to install a double check backflow assembly If you have any questions please contact Ron Becker at (360)417 4886 or E mail me at rbecker@cityofpa us Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 1699 50 1699 50 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 1704 00 1704 00 00 00 Separate Permits are required for electrical work,SEPA,Shoreline ESA,utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T\Policies\1102 15 i10/081 PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 4 1 7-475D PLANNING DEPT BUILDING 4 17-4815 BUILDING T\Policies\1102 15[10/081 Page 1 of 1 Sue Roberds - Re FW Peninsula College Maier Hall Phase 1 Permitting From Sue Roberds To Peter Law Subject: Re FW Peninsula College Maier Hall Phase 1 Permitting Dear Peter- I believe my response to you of August 4 identified that the engineering plans are largely the hold up in issuance of the building permit. The differing reviews of stormwater plans and required additional engineering supportive documentation for the actual structure are also a key component of the hold up in permit issuance. It sounds like a disconnect early on may have been the culprit in some misunderstanding The City determined in late May that we would not accept a clearing and grading application separate from the building application Shortly thereafter a building permit was issued for the demo only which in our' minds was Phase I Phase II in our' minds was then to be the building portion that includes the ground work utility installation and actual building I think your thoughts were likely that Phase I included the utility installation and infrastructure work? At this point, as you know the permit has been issued to begin the ground work, e g utility installation stormwater work above the top of the bank etc. I stress work above the top of the bank. We remain concerned about the energy dissipator at the outfall near the stream corridor as was stated yesterday during our phone conference, and I believe that aspect was well understood Once the additional environmental information is received addressing the stormwater disbursal below the top of the bank and the additional engineering required for the actual building structure the remainder of Phase II will be approved So in our' opinion we have issued the Phase II work in phases with Phase I being the ground work above the top of the bank. If any of this is not in line with your understanding let's get it out there now I believe we had a good understanding yesterday afternoon during our phone conversation of these matters and don't want that to deteriorate at this point. Regards about:blank 8/26/2009 PO� J ' � NG � � .�S.A. �`- WASHINGTON, U S A DATE August 26, 2009 MEMO TO David Wegener, Construction Project Manager COMMUNITY & FROM Sue Roberds, Planning Manager ECONOMIC DEVELOPMENT RE Peninsula College — Maier Hall Building Permit Nathan West Building Permit 08-484 Director 417-4751 On August 25, 2009, a phone meeting occurred between representatives of Schacht Aslani Architects, Kathryn Neal, Sue Roberds Sue Roberds, and Jim Lierly of the City of Port Angeles Planning Manager Discussion was that although the City is ready to approve 417-4750 initiation of the ground work involved in the above noted Scott Johns building permit, authorization of the building cannot as yet Associate Planner be approved Additional engineering is needed that has not 417-4752 been submitted It is understood that the additional engineering will be submitted within two weeks Roberta Korcz Assistant Planner The permit can be issued with the understanding that it will 417-4804 be in two phases Phase I will consist strictly of initial Jim Lierly ground work that DOES NOT involve work over the top of Building Inspector the bank, Phase 11 will be approved once the additional 417-4816 engineering is received regarding the building, and approved, and the additional environmental review and Linda Pangrle detailed information as to how stormwater will be handled Permit Technician as it disburses into the Creek is complete and approved 417-4815 Patrick Bartholick Reviewed and understood Compliance Officer Building Inspector 417-4712 Derek Beery Archaeologist 417-4704 Pmv i dl Wegene r Fax: 360-417-4711 (9 23%2009)WLinda Parigrle REvMaier Hall,Phase1-2,. re."Permif Corrections submittal _ Page 1 f R: From Sue Roberds TO, Jean-Claude Letourneau Date: 9/23/2009 10 00 AM Subject: RE Maier Hall Phase 2 re Permit Corrections submittal CC: James Lierly, Linda Pangrle Thank you JC. We are hoping to run the outside review concurrent with the additional stormwater review that takes 15 days. Hopefully this will result in a complete building permit issuance following that time period. Sincerely Sue Roberds Planning Manager City of Port Angeles WA (360)417-4750 sroberds cityofpa.us (9/23/2009) Linda Pangrle Fwd. RE. Maier Hall Phase 2 re Permit Corrections submittal Page 1 I 1 From Sue Roberds To Linda Pangrle Date: 9/23/2009 10 00 AM Subject: Fwd RE Maier Hall Phase 2 re Permit Corrections submittal Linda, FYI Sue >>> On 9/23/2009 at 9,57 AM,in message<5E92791733A16542A4897C98BD4D2CD02B885C@SERVER02.saarch.local> 'Jean- Claude Letourneau' <jc@saarch.com>wrote Jim&Sue, The Permit Revisions for Maier Hall Phase 2 will be in your office tomorrow,Thursday September 24th. David Wegener will walk them in. Thank you, JC Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects,p.c. 506 2nd Avenue,Suite 700 Seattle,WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch.com Please,think about the environment before printing this email. -Original Message- From.Jean-Claude Letourneau Sent: Monday September 21, 2009 5 27 PM To. 'James Lierly' Subject: RE. Maier Hall Phase 2 re Permit Corrections submittal Jim, I want to give a heads up that we will be sending the Permit Revisions to David Wegener and he will be walking them down on Wednesday or Thursday of this week. JC Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects, p.c. 506 2nd Avenue, Suite 700 Seattle,WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch.com Please,think about the environment before printing this email. -Original Message- From James Lierly[mailto.Jlierly@citvofpa.us] Sent: Wednesday September 16, 2009 9*11 AM To:Jean-Claude Letourneau Subject: Re, Maier Hall Phase 2 re Permit Corrections submittal Jim Lierly (9/23/2009) Linda Pangrle Fwd R.E. Maier Hall Phase 2 re Permit Corrections submittal Page 2 Building Inspector City of Port Angeles 360-417-4816 jlierly@cityofpa.us >>> 'Jean-Claude Letourneau' <jc@saarch.com> 9/16/2009 8:22 AM >>> Jim, We have the following questions thus far regarding your comments to us on August 16th, based on the Permit Set dated 16 June 2009 1 Are flush bolts out of the question entirely?We have a scenario where we have manual flush bolts on an electrical closet.Can we specify flush bolts when they are not part of the egress pathway? 1 It depends on the type of electrical equipment and the size of the room.If its a small room with just a panel,then there should not be a problem.If you have a room with switch gear and is a sizable room then no,you will need panic hardware in case of an explosion for swift egress. 2. Regarding the address numbers or letters 6' min 12' max required on the structure at the final inspection:The campus buildings as you know do not have addresses on them,does this comment apply to Peninsula College?If so,can you be more specific about the requirement.To this day I don't believe the Library has any signage on it whatsoever The college is in charge of their building signage,and to date that means putting a sign on the ground in front of the building. 2 This is a reminder note. I believe that they use letters.A sign in front of the building shall be acceptable.I will discuss this with Dave Wegner further 3. Under Means of Egress/Exiting, #2 your comment 'Doors in vertical exit enclosures see 1007.6,2006 IBC' This specific code section refers to Areas of Refuge and access to these areas and doesn't say anything about doors so not sure what your comment is alluding too. 3-This pertains to the ADA and also I believe that there is a smoke seal and/or a fire rated door requirement. Thanks Jim, JC Jean-Claude Letourneau AIA, LEED AP Associate schacht I aslani architects, p.c. 506 2nd Avenue, Suite 700 Seattle,WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch.com Please,think about the environment before printing this email. -Original Message- From.James Lierly[mailto.Jlierly@cityofi)a.usl Sent:Tuesday September 15,2009 8.34 AM To.Jean-Claude Letourneau (9/23/2009) Linda Pangrle Fwd_ RE. Maier Hall Phase 2 re Permit Corrections submittal Page 3 Subject: Re: Maier Hall Phase 2 re Permit Corrections submittal Thank you JC.We look forward to receiving your comments.As far as the revisions go,the city of Port Angeles does not make any changes to the permit set.We will require you to indicate the revisions and we will also write on the plans revisions in bold letters. It will be the responsibility by others to collate the sheets as desired.The full sheet drawings that are clouded and detaied as revisions shall be bound and in sets of three.as far a what you install in the title block the words 'PERMIT REVISIONS' are required at a minimum.You may add 'PERMIT CORRECTIONS' if you wish in addition to the permit revisions. Thank you Jim Lierly Building Inspector ' City of Port Angeles 360-417-4816 jlierly@cityofpa.us >>> 'Jean-Claude Letourneau' <jc@saarch.com> 9/14/2009 5.37 PM >>> Greetings Jim, We are gearing up here to submit our permit corrections for Maier Hall Phase 2 to you by the end of the week,at your desk probably by Monday September 21st. I have a few questions for you before we do so.I'll ask them here in this email for your preview,then I'll give you a call to discuss. Regarding the physical submittal My plan is to send you narrative responses to all the comments that were given to us.In these responses we will specifically indicate where to find the answer to the comments/questions in either a drawing or a specification section. If it is a drawing,we will include a clouded revision to the full size drawing with a date of 18 September 2009 for you to staple to the front of the original Permit Set. If language has been added to the specification,we will indicate such language in the narrative(8 1/2 x 11) If the entire spec section has been revised and it is prudent to resubmit the section,we will do so in its entirety The revision number '1 will be noted along with the date of '18 September 2009' on the drawings.We will only submit drawing sheets with revisions or corrections not the entire set.We can note these revisions on the same drawing title-block as the Permit Set dated 16 June 2009,or we can revise the title-block to read the date of the permit corrections of 18 September 2009 Do you have a preference? (9/23/2009) Linda Pangrle Fwd RE. Maier Hall Phase 2 re Permit Corrections submittal Page 4 f To summarize: 1 We will submit permit corrections to you with the following: a)8 '/2 x 11 narrative indicating our responses to the City's question/comment, item by item b)full-size drawing sheets of only those sheets with corrections/responses on them. 2. Specification language revisions, if applicable,will be indicated in the narrative responses. If we determine the entire spec section needs resubmitting,we will do so. (Not anticipating,but just in case ) 3. The title-block on the re-submittal can either be the same title-block you have already- 'Permit Set, 16 June 2009' with noted revisions and revision date of 18 September 2009' OR,we can revise the title-block with new title 'Permit Corrections' and new date 18 September 2009' Your preference? I'll give you a call to discuss on Tuesday Jim,thank you! JC Jean-Claude Letourneau AIA,LEED AP Associate schacht I aslani architects, p.c. 506 2nd Avenue,Suite 700 Seattle,WA 98104 (206)443-3448 tel (206)443-3471 fax www.saarch.com <htto://www.saarch.com/> Please,think about the environment before printing this email. (8/21/2009) Linda Pangrle Fwd Maier Hall Fees Page 1 From Linda Pangrle To: cariee@pcadmin.ctc.edu Date: 8/21/2009 3 40 PM Subject: Fwd Maier Hall Fees Attachments: Maier Hall Fees.pdf Hi Carie, Laura asked me to e-mail her,Judy,and David the cost of the building permit for Maier Hall,so one of them could arrange for a check to be prepared as soon as possible. It seems that David, Laura,and Judy are all out of the office. I received an 'out of office' e-mail reply when I e-mailed Judy She stated to contact you for assistance. Hopefully one of you will be able to get this check issued soon. Please read the e-mail below Thanks, Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles,WA 98362 360-417-4815 360-417-4711 FAX Ipangrle@cityofpa.us >>> Linda Pangrle 8/21/2009 3.25 PM >>> Hi David, Laura,and Judy Attached is a breakdown of the fees due prior to our issuing your building permit. Please make the check payable to the City of Port Angeles for the amount of$99,858.40 Checks are accepted during these hours: Mon Thurs 8 30 AM 4.00 PM Fri 8.30 am 12.30 PM These fees don't include the fee for the water meter The person who knows that fee is currently unavailable. That fee can be paid at a later date,after you receive your building permit. I look forward to issuing your permit and having your project move forward. Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles,WA 98362 360-417-4815 360-417-4711 FAX I oa ng rle@cityofpa.us CITY OF NGELES WASHINGTON, U S A �— COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT DATE August 18, 2009 TO David Wegener 1502 E Laundsen Blvd. Port Angeles Wa 98362 FROM Jim Lierly, Building Inspector SUBJECT MAIER HALL, Plan Review Comments Review of the technical data provided, for MAIER HALL. The City of Port Angeles Building Department has determined that the following shall be a request for further mfonnahon, clanfication and or correction. All Construction shall meet the current adopted code, by the City of Port Angeles. All work is subject to field approval regardless of what is on plans and documents. In the event that there is a conflict with the construction documents and the adopted codes, the code shall apply, unless otherwise approved by the building dept. SITE 1- Erosion control shall be maintained throughout the construction phase ADA 1- Site ADA accessibility shall meet the intent of the code Unforeseen items due to topographical challenges shall meet the intent and application of the adopted codes. Parking, accessible route, signage, ramps, landings, hand rails and guards are required to meet 2006 IBC and ANSI. 117 Any Federal requirements shall be the responsibility of the applicant and any of there agents. The same shall apply for interior items related to ADA. FIRE 2-An approved sprinkler system as required by the Fire Department shall be required and a separate application with plans shall be submitted. Any questions please contact Ken Dubuc fire marshal 360-417-4653 3-Address numbers or letters 6"minimum 12 Maximum shall be required on the structure at the final inspection. 4-All corridors and fire separation penetrations shall use an approved fire stop product, installation, rating and detail shall be required. It is mandatory that a certified trained installer use and apply the fire stop product. 5- Rated doors and windows shall have an approved label verified during inspection. Verify all corridors and rated exit enclosures, vertical shafts (elevators) and their enclosure ratings. All ratings shall meet or exceed 2006 IBC and IFC and there amendments. 6- All concealed floor ceiling assemblies shall have a draft stop per 2006 IBC Please note the exceptions and modifications for sprinklers. 7-The State of Washington shall be responsible for the elevator inspections and its components (electrical inspections call 360-417-4735) field verify shaft rating per 2006 IBC STRUCTURAL 1- Attached you will find questions from the third party review; feel free to contact them with any questions. Any correspondence shall be addressed by a copy to the City of Port Angeles Building department as well. 2- # 18 on the structural review shall be required. Provide credentials for approval to the building department. PLUMBING 1- Discharge form shall be required to be filled out and submitted to the Waste Water Treatment Superintendent. Questionnaire is attached. This item can be directly emailed to J '�-La)cltyofpa.us 2- Any DWV building drain at %4"per foot slope min. See exceptions for grade issues that may anse per 2006 UPC 3- Drinking fountains shall be in pairs. ADA standards shall apply 4- Any air admittance valves" shall be approved before installation. MECHNICAL 1- Any air handler that meets or exceeds 2000 cfm shall be required to have a smoke detector installed per code that shuts down the system if a fire and or smoke is detected. 2- Provide any installation details by the MFG for any fuel fired appliance or equipment for review All FAI or exhaust shall meet 2006 IMC COMMUNICATIONS 1- See 2006 IBC 1007 6 3 Area of refuge for any communication device that may apply 2- Emergency lighting and exit signs per code 3-Provide audible and visual device per code in area such as the men s and women's rest rooms per code MEANS OF EGRESS /EXITING I-No flush bolts shall be permitted. 2-Doors in vertical exit enclosures see 1007 6 2006 IBC Jim Lierly Building Inspector 360-417-4816 jlierly@cityofpa.us CIVIL ENGINEERING _ :.:.:._,.... LAND SURVEYING g _. E. VI, ( 7C7,E1V, D& ASSOCIATES � 301 East 6th Street,Suite 1 1 N C 0 R P 0 R A T E DG 1 4 2009 Port Angeles,Washmgton 98362 (360)417-0501 CITY OF PORT ANGELES22���pM Fax(360)417-0514 it MN J I BUILDING DIVISI E-mail:zenovic@olympus.net PENINSULA COLLEGE —MAIER HALL PORT ANGELES, WA FIRST STRUCTURAL PLANCHECK NOTES—August 14, 2009 Notes. Notes proceeded with an asterisk(*)are general in nature and do not require revisions to the plans. 1 Provide geotechnical report for review Additional plan review comments may be required based on the review of the geotechnical report. 2. Special inspection of pile installation required per IBC 1704 8. Please add this requirement to the plans. 3 Detail 20/S1 02 references that no moment at slab edge is to be created by cladding yet brick ledger angle appears to create moment on edge of slab please clarify Also clarify reinforcing in.slab at these locations and verify that there are not conflicts between the generic details on Sheet S4 08 and the specific details which appear to require 1/2 thick plate at the cantilevered ends of concrete deck. 4 Please clarify location for details for connection of steel beam to concrete wall where beams don't occur on each side of the wall Also is there a specific detail for connection of beam to concrete wall where connection is skewed 5 Sheet S2.12 calls out sections on page S5 02 which does not exist, please clarify These occur above Grid Line H near Grids 14 and 15 6 Calculations for roof and third level framing on pages 43 &45 have hand written beam callouts which do not match the plans, please clarify and revise plans and/or calculations as necessary 7 Page 89 of calculations appears to require more studs than shown on Detail 17/S6 01 please verify 8 Framing plans call out what appears to be a connection labeled C2 Please clarify location of details for this connection. 9 Verify grade beam reinforcing in schedule on plans with calculations. There appear to be discrepancies between the calculations and plans. Examples are Beam 19 Grid 9 and also Beam 15, Grid 10 There appears to be discrepancies in both longitudinal reinforcing and in stirrup requirements at some of the grade beams. 10 Wall reinforcing callouts and some of the wall heights in the calculations starting on page 226 do not appear to match schedule on plans, Sheet S4 0 Please clarify and revise plans and/or calculations as necessary 11 There appears to be the requirement for additional steel reinforcing in Pile Caps 6 and 7 per the calculations but this reinforcement is not shown on Sheet S2.50 Please clarify and revise plans and/or calculations as necessary 12. In the calculations on page 626 there is a top track connection requirement for the steel studs that does not appear to be noted in the plans. Please indicate location of this detail or add detail to the plans. 13 Please clarify where the plans indicate the required diaphragm capacity of the second floor diaphragm 14 Please clarify how diaphragm forces are being transferred into the concrete shear walls. It is noted that there are connections of beams to the concrete shear walls but are there additional requirements for attachment of the diaphragm to the shear walls. 15 All structural related deferred submittals shall be reviewed and approved by the structural engineer and then shall be submitted to the City of Port Angeles for review and approval. 16 Structural Observation required on this project due to its complexity The structural engineer or his designee shall perform these inspections. Proposed timing of these inspections shall be submitted to the City of Port Angeles for their review and approval 17 There appears to be discrepancy between Architectural and Structural with regards to sky light openings in roof *18 Special inspections and structural observation required on this project per IBC Chapter 1700 and as noted on the Structural Plans. Inspection and observation program shall be submitted to the building official for review and approval Names and qualifications of special inspection firms shall be submitted for review and approval 'L-A YIN 301 East 6th Street,Suite 1 & ASSOCIATESPort-Angeles,Washmgton 98362 I N C O R P O R A T E D C 0 Fb)y (360)417-0501 7MST D Fax(360)417-0514 E-mail:zenovic@olympus.net PENINSULA COLLEGE— MAIER HALL LES PORT ANGELES, WA ST STRUCTURAL PLANCHECK NOTES—August 14, 2009 Notes Notes proceeded with an asterisk(*)are general in nature and do not require revisions to the plans. 1 Provide geotechnical report for review Additional plan review comments may be required based on the review of the geotechnical report. 2 Special inspection of pile installation required per IBC 1704 8. Please add this requirement to the plans 3 Detail 20/S1 02 references that no moment at slab edge is to be created by cladding yet brick ledger angle appears to create moment on edge of slab, please clarify Also clarify reinforcing in slab at these locations and verify that there are.not conflicts between the generic details on Sheet S4 08 and the specific details which appear to require Y2 thick plate at the cantilevered ends of concrete deck. 4 Please clarify location for details for connection of steel beam to concrete wall where beams don't occur on each side of the wall Also is there a specific detail for connection of beam to concrete wall where connection is skewed. 5 Sheet S2.12 calls out sections on page S5 02 which does not exist, please clarify These occur above Grid Line H near Grids 14 and 15 6 Calculations for roof and third level framing on pages 43 &45 have hand written beam callouts which do not match the plans, please clarify and revise plans and/or calculations as necessary 7 Page 89 of calculations appears to require more studs than shown on Detail 17/S6 01 please verify 8 Framing plans call out what appears to be a connection labeled C2. Please clarify location of details for this connection. 9 Verify grade beam reinforcing in schedule on plans with calculations There appear to be discrepancies between the calculations and plans. Examples are Beam 19 Grid 9 and also Beam 15 Grid 10 There appears to be discrepancies in both longitudinal reinforcing and in stirrup requirements at some of the grade beams 10 Wall reinforcing callouts and some of the wall heights in the calculations starting on page 226 do not appear to match schedule on plans, Sheet S4 0 Please clarify and s revise plans and/or calculations as necessary 11 There appears to be the requirement for additional steel reinforcing in Pile Caps 6 and 7 per the calculations but this reinforcement is not shown on Sheet S2.50 Please clarify and revise plans and/or calculations as necessary 12. In the calculations on page 626 there is a top track connection requirement for the steel studs that does not appear to be noted in the plans. Please indicate location 4of this detail or add detail to the plans 13 Please clarify where the plans indicate the required diaphragm capacity of the second floor diaphragm 14 Please clarify how diaphragm forces are being transferred into the concrete shear walls It is noted that there are connections of beams to the concrete shear walls but are there additional requirements for attachment of the diaphragm to the shear walls. 15 All structural related deferred submittals shall be reviewed and approved by the structural engineer and then shall be submitted to the City of Port Angeles for review and approval. 16 Structural Observation required on this project due to its complexity The structural engineer or his designee shall perform these inspections. Proposed timing of these inspections shall be submitted to the City of Port Angeles for their review and approval 17 There appears to be discrepancy between Architectural and Structural with regards to sky light openings in roof *18 Special inspections and structural observation required on this project per IBC Chapter 1700 and as noted on the Structural Plans Inspection and observation program shall be submitted to the building official for review and approval Names and qualifications of special inspection firms shall be submitted for review and approval Schacht I aslani architects i transmittal TO- David Wegener VIA Peninsula College ❑ FAX TOTAL NO OF PAGES 1502 East Lauridsen Blvd. ® MAIL Port Angeles,Washington 98362 ❑ COURIER ❑ HAND DELIVERY ❑ HARD COPY TO FOLLOW DATE. 15 June 2009 RE. Peninsula College Maier Hall Permit Set documents Enclosures Date Copies Description 16 June 2009 1 Peninsula College Maier Hall Permit Documents Specifications, vol 1 &2 16 June 2009 3 Peninsula College Maier Hall Permit Documents dwgs (Shutt raf"-P`a"s) ❑ FOR APPROVAL ❑ REVIEWED ® FOR YOUR USE ❑' FOR REVIEW AND COMMENT ❑ AS REQUESTED Remarks Please see enclosed Permit Set specifications and dwgs for Maier Hall Phase 2 at Peninsula College. Included with this package is a transmittal to Sue Roberds. Please include this transmittal when you submit the dwgs, specs, calcs and forms for permit. Let us know if you have any questions.Thanks- IMECEI Y JUN 17 2009 000/� s,t OF i )F ,E-'ES �eLDIP 3 �iiG�J by- Carl Dominguez Smith Tower tel 206 443 3448 506 2^"Ave,Suite 700 fax 206 443 3471 Seattle WA 98104 saarch@saarch.com schacht I aslani architects transmittal TO- Sue Roberds VIA Planning Manager ❑ FAX TOTAL NO OF PAGES City of Port Angeles ❑ MAIL 321 E. 5"' St. ❑ COURIER ® Port Angeles, WA 98362 HAND DELIVERY ❑ HARD COPY TO FOLLOW DATE. 16 June 2009 RE. Peninsula College Maier Hall Phase 2 Permit Submittal Enclosures Date Copies Description June 16, 2009 4 full size V Peninsula College Maier Hall Phase 2 Permit Submittal dwgs (one set is wet-stamped and signed) June 16, 2009 ;L °I Peninsula College Maier Hall Phase 2 Permit specifications vol 1 &2 June 16, 2009 2 V- Peninsula College Maier Hall Phase 2 Structural Calcs June 16, 2009 2 ✓ Peninsula College Maier Hall Phase 2 ENV SUM, MECH SUM, LTG-INT ❑ FOR APPROVAL ❑ REVIEWED ❑ FOR YOUR USE ❑ FOR REVIEW AND COMMENT ® AS REQUESTED Remarks Sue Please see enclosed all the information requested for the Maier Hall permit submittal Let us know if you have any questions. Sincerely Carl M Dominguez RECEIVED JUN 1 7 2009 N�� � o`f cc: Carl M. Dominguez CITY OF i 6RT ANGELES cc: File BUILDING DIV191OPN df Smith Tower tel 206 443 3448 506 2ro Ave,Suite 700 fax 206 443 3471 Seattle WA 98104 saarch@saarch.com Schacht I aslani architects transmittal TO- Sue Roberds VIA Planning Manager ❑ FAX TOTAL NO OF PAGES City of Port Angeles ❑ MAIL 321 E. 5"' St. ❑ COURIER ® HAND DELIVERY Port Angeles, WA 98362 ❑ HARD COPY TO FOLLOW DATE. 16 June 2009 RE. Peninsula College Maier Hall Phase 2 Permit Submittal Enclosures Date Copies Description June 16, 2009 4 full size Peninsula College Maier Hall Phase 2 Permit Submittal dwgs (one set is wet-stamped and signed) June 16, 2009 2 Peninsula College Maier Hall Phase 2 Permit specifications vol 1 &2 June 16,2009 2 Peninsula College Maier Hall Phase 2 Structural Calcs June 16, 2009 2 Peninsula College Maier Hall Phase 2 ENV SUM MECH SUM LTG-INT ❑ FOR APPROVAL ❑ REVIEWED ❑ FOR YOUR USE ❑ FOR REVIEW AND COMMENT ® AS REQUESTED Remarks Sue Please see enclosed all the information requested for the Maier Hall permit submittal Let us know if you have any questions. Sincerely Carl M Dominguez of6 by- Carl M. Dominguez cc- File Smith Tower tel 206 443 3448 506 2ro Ave,Suite 700 fax 206 443 3471 Seattle WA 98104 saarch@saarch.com schacht ( aslani architects transmittal TO- Sue Roberds VIA Planning Manager ❑ FAX TOTAL NO OF PAGES City of Port Angeles ❑ MAIL 321 E. 5`h St. ❑ COURIER ® HAND DELIVERY Port Angeles, WA 98362 ❑ HARD COPY TO FOLLOW DATE. 16 June 2009 RE. Peninsula College Maier Hall Phase 2 Permit Submittal Enclosures Date Copies Description June 16, 2009 4 full size Peninsula College Maier Hall Phase 2 Permit Submittal dwgs (one set is wet-stamped and signed) June 16, 2009 2 Peninsula College Maier Hall Phase 2 Permit specifications vol 1 &2 June 16, 2009 2 Peninsula College Maier Hall Phase 2 Structural Calcs June 16, 2009 2 Peninsula College Maier Hall Phase 2 ENV SUM, MECH SUM LTG-INT ❑ FOR APPROVAL ❑ REVIEWED ❑ FOR YOUR USE ❑ FOR REVIEW AND COMMENT ® AS REQUESTED Remarks Sue Please see enclosed all the information requested for the Maier Hall permit submittal. Let us know if you have any questions. Sincerely Carl M Dominguez by- Carl M. Dominguez cc: File Smith Tower I tel 206 443 3448 506 2nd Ave,Suite 700 fax 206 443 3471 Seattle WA 98104 saarch@saarch.com schacht I aslani architects transmittal TO- Sue Roberds VIA Planning Manager ❑ FAX TOTAL NO OF PAGES City of Port Angeles ❑ MAIL 321 E. 5"' St. ❑ COURIER ® HAND DELIVERY Port Angeles, WA 98362 ❑ HARD COPY TO FOLLOW DATE. 16 June 2009 RE. Peninsula College Maier Hall Phase 2 Permit Submittal Enclosures Date Copies Description June 16, 2009 4 full size Peninsula College Maier Hall Phase 2 Permit Submittal dwgs (one set is wet-stamped and signed) June 16, 2009 2 Peninsula College Maier Hall Phase 2 Permit specifications vol 1 &2 June 16, 2009 2 Peninsula College Maier Hall Phase 2 Structural Calcs June 16, 2009 2 Peninsula College Maier Hall Phase 2 ENV SUM MECH SUM, LTG-INT ❑ FOR APPROVAL ❑ REVIEWED ❑ FOR YOUR USE ❑ FOR REVIEW AND COMMENT ® AS REQUESTED Remarks Sue Please see enclosed all the information requested for the Maier Hall permit submittal. Let us know if you have any questions. Sincerely Carl M Dominguez by- Carl M. Dominguez cc- File Smith Tower tel 206 443 3448 506 2nd Ave,Sufte 700 fax 206 443 3471 Seattle WA 98104 saarch@saarch.com schacht I aslani architects transmittal TO- Sue Roberds VIA Planning Manager ❑ FAX TOTAL NO OF PAGES City of Port Angeles ❑ MAIL 321 E. 511 St. ❑ COURIER Port Angeles, WA 98362 ® HAND DELIVERY ❑ HARD COPY TO FOLLOW DATE. 16 June 2009 RE. Peninsula College Maier Hall Phase 2 Permit Submittal Enclosures Date Copies Description June 16, 2009 4 full size Peninsula College Maier Hall Phase 2 Permit Submittal dwgs (one set is wet-stamped and signed) June 16, 2009 2 Peninsula College Maier Hall Phase 2 Permit specifications vol I &2 June 16, 2009 2 Peninsula College Maier Hall Phase 2 Structural Calcs June 16, 2009 2 Peninsula College Maier Hall Phase 2 ENV SUM MECH SUM, LTG-INT ❑ FOR APPROVAL ❑ REVIEWED ❑ FOR YOUR USE ❑ FOR REVIEW AND COMMENT ® AS REQUESTED Remarks Sue Please see enclosed all the information requested for the Maier Hall permit submittal. Let us know if you have any questions. Sincerely Carl M Dominguez by Carl M. Dominguez Cj o� cc: File Smith Tower tel 206 443 3448 506 2"Ave,Sufte 700 fax 206 443 3471 Seattle WA 98104 saarch@saarch.com schacht I aslani architects transmittal TO• Sue Roberds VIA Planning Manager ❑ FAX TOTAL NO OF PAGES City of Port Angeles ❑ MAIL 321 E. 5`h St. ❑ COURIER Port Angeles, WA 98362 ® HAND DELIVERY ❑ HARD COPY TO FOLLOW DATE. 16 June 2009 RE. Peninsula College Maier Hall Phase 2 Permit Submittal Enclosures Date Copies Description June 16,2009 4 full size Peninsula College Maier Hall Phase 2 Permit Submittal dwgs (one set is wet-stamped and signed) June 16,2009 2 Peninsula College Maier Hall Phase 2 Permit specifications vol 1 &2 June 16, 2009 2 Peninsula College Maier Hall Phase 2 Structural Calcs June 16,2009 2 Peninsula College Maier Hall Phase 2 ENV SUM,MECH SUM, LTG-INT ❑ FOR APPROVAL ❑ REVIEWED ❑ FOR YOUR USE ❑ FOR REVIEW AND COMMENT ® AS REQUESTED Remarks Sue Please see enclosed all the information requested for the Maier Hall permit submittal. Let us know if you have any questions. Sincerely r Carl M. Dominguez by- Carl M. Dominguez cc: File Smith Tower tel206443 3448 506 2nd Ave,Suite 700 fax 206 443 3471 Seattle WA 98104 saarch@saarch.com 2006 Washington State Nonresidential Energy Code Compliance Form EriVelope SummaryZone 1 ENV-SUM J 2006 Washington Stale Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Peninsula College Date 6/15/2009 1502 East Lauridsen Blvd For Building Department Use Port Angeles WA 98362 Applicant Name: David Wegener Applicant Address: 1502 East Lauridsen Blvd Applicant Phone: Part Angeles WA 98362 Project Description New Building ❑Addition ❑ Alteration ❑Change of Use Prescriptive ❑ Component Performance ❑Seattle EnvStd Compliance Option (See Decision Flowchart(over)for qualifications) ❑ Systems Analysis Space Heat Type Q Electric resistance O 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 the level required for opaque walls. 15385 0 — 45604 0 X 100 = 33 7% Q yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry OptionOno Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying assembly below. O yes Check here if using semi-heated path and if project meets all requirements for semi-heated spaces Semi-Heated Path as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall O n0 insulation requirement is reduced(2006 change). Only available in prescriptive path. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Wall Maximum U-factor is 0.15(R5.7 continuous ins) Minimum Insulation R-values CMU block walls with insulated cores comply Roofs Over Attic NA If project qualifies for Concrete/Masonry Option,list walls All Other Roofs R-30 with HC>_9.0 Btu/ft2-°F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls' R-10 + R-19 from Table 10-9 in the Code. Below Grade Walls R-10 Wall Description U-factor Floors Over Unconditioned Space R-19 (including insulation R-value&position) Slabs-on-Grade R-10 Radiant Floors NA Maximum U-factors Opaque Doors 0 600 Vertical Glazing 0 450 Overhead Glazing 0 600 Maximum SHGC(or SC) Vertical/Overhead Glazing 0 400 1 Assemblies with metal framing must comply with overall U-factors Notes 2006 Washington State Nonresidential Enerav Code Com fiance Form Building Permit Plans Checklist ENV-CHK : + 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address peninsula College Date 6/15/2009 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" MO 04 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 yes 1311 1 Insul.installation Indicate densities and clearances A3 00 yes 1311.2 Roof/ceiling insul. Indicate R-value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if save vents installed; A3 00 Indicate face stapling of faced batts yes 1311.3 Wall insulation Indicate R-value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; A3 00 Indicate loose-fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73; yes 13114 Floor insulation Indicate R-value on floor sections; Indicate substantial contact with surface; A3 00 Indicate supports not more than 24 o.c. Indicate that insulation does not block airflow through foundation vents yes 1311.5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 24' from top; A3 00 Indicate above grade exterior insulation is protected n a 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 re 'd.by Official yea 1312 Glazing and doors Provide calculation of glazing area(including both vertical A2 75 vertical and overhead)as percent of gross wall area yes 1312.1 U-factors Indicate glazing and door U-factors on glazing and door schedule(provide area-weighted calculations as necessary); A2 75 Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings, as fillip s yes 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule(provide area-weighted A2 75 calculations as necessary) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side A3 00 yes 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; A3 00 Indicate va .retard.with sealed seams for non-wood struc. yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A3 00 yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section A3 00 yes 1313.5 Crawl space vap.ret. Indicate six mil black polyethylene overlapped 12' on ground A3 00 1314 Air leakage yes 13141 Bldg.envel.sealing Indicate sealing,caulking,gasketing,'and weatherstripping A3 00 yes 1314.2 Glazing/door sealing Indicate weatherstripping A2 73 yes 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing A5 10 yes 1314.4 Recessed Lighting Fixtur Indicate IC rating,ASTM E283 certification,and gasketing or caulking to specsec ceiling 265100 PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) n a Envelope Sum.Form Completed and attached. Provide component performance worksheet if necessary If 'no' is shown for any question,provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH-SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address 1502 E LAURIDSEN BLVD Date 6/10/2009 PORT ANGELES For Building Dept. Use WA 98362 Applicant Name: ALLAN MONTPELLIER WSP F+K Applicant Address: 600 UNIVERSITY ST SUITE 500 SEATTLE, WA 98101 Applicant Phone: 206 342 9900 Project Description The mechanical system consists of a closed loop ground loop heat exchanger connected to water to water heat pumps. The water to water heat pumps provide hot and chilled water to the building for radiant wall Briefly describe mechanical heating,radiant floors,and 10%OA ventilation units. The 100%OA ventilation units are sized to provide system type and features. minimum ventilation air and are provided with heat exchangers for heat recovery during the winter El Includes Plans Drawings must contain notes requireing compliance with commissioning requirements Section 1416 Q Simple System Complex System O Systems Analysis Compliance Option (See Decision Flowchart(over)for qualifications.Use separate MECH-SUM for simple&complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below Cooling Equipment Schedule Equip. Capacity2 OSA CFM SEER ID Brand Name' Model No.' Btu/h Total CFM or Econo? or EER IPLV3 Location Heating Equipment Schedule Equip. Capacity2 OSA cfm ID Brand Name' Model No.' Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficienc 4 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP, HP/BHP Flow Controls Location of Service 'If available. 2 As tested according to Table 14-1A through 14-1 G. 3 If required. 4 COP HSPF Combustion Efficiency or AFUE as applicable. s Flow control types:variable air volume(VAV),constant volume(CV) or variable speed(VS). 1 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical • (back) MECH-SUM System Description If Heating/Cooling ❑ Constant vol? F]Air cooled? ❑ Packaged sys? ❑<20,000 Btuh? See Section 1421 for full description or Cooling Only- Split system? [:]Economizer included? of Simple System qualifications. If Heating Only <5000 cfm? ❑<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. START System Type Heating/Cooling Air Cooled, No or Cooling Only Constant Vol? Reference Heating Only Section 1421 Yes <5000 ingle plit Syste cfm? Yes Package No > —84,000 No Yes Unit? Btuh? No Yes ool Ca A Outdo s <70%OSA Yes Econo N <20,000 No or Yes Included? Btuh? Adjacent to utdoor Yes Yes Reference 'No Section 1423 ool Ca Yes— e <54 000 No Btuh? otal Cap. wo economize No <240,000 Btuh or 10%? SimplL1420) Yes All (secti Use Complex 101 Systems (section 1430) Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which p Y Complex Systems requirements are applicable to this project. i 2006 Washington State Nonresidential Ener Code Com liance Form .Mechanical Complex 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 1502 E LAURIDSEN BLVD Date 6/10/2009 The following additional information is necessary to check a mechanical permit application for a complex For Building Department Use mechanical 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 Code Location Building Department (yes,no,n.a.) Section Component Information Required on Plans Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY a 1431 1 Field assem.Sys. Provide calculations n a 1432.1 Setback&shut-off Indicate separate systems or show isolation devices on plans yea 1432.2.1 Air system reset Indicate automatic reset Mo 04 Indicate automatic reset,cooling tower &heat pump loop ea 1432.2.2 Hydropic System valves M6 of Indicate economizer on equipment schedule or provide yea 1433 Air Economizer calculations to justify exemption and demonstrate 10%higher Mo 04 efficiency for equipment with out economizer n a 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized n a 1434 Separate air sys. Indicate separate systems on plans n a 1435 Simul.htg.&clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified yea 1436 Heat recovery Indicate heat recovery on plans;complete and attach heat MO 04 recovery calculations n a 1437 Elec.motor effic. MECH-MOT or Equip.Schedule with hp,rpm,efficiency yea 1438 Variable flow Sys. Indicate variable flow on fan and pump schedules Mo 03 n a 14391 Kitchen Hoods Indicate uncooldd and unheated make-up air n a 1439.2 Fume Hoods Indicate VAV unheated/uncooled or heat rec.makeup It no is circled or 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. Start Here Section 1411 1 __0.* s/Oil Furnac Air System apacity of H Equipment Efficiency Any Fuel Furnac Field-Assembled input>225,000 N N N Serving Multiple N Heating System> Shall Meet Tables tuh or Gas/O' input?225,000 Equipment?' Zones? 00,000 Btuh� 14-1A through 14-1 G it Heat Btuh? Yes Yes Yes Yes Yes No 1411 1 Intermittent Section 1431 1 Section 1432.2.2 Hot Ignition Device& Calculations of Total Section 1432.2.1 Water Supply Power Venting or 1411 10.75% On-Site Energy Input Supply Air Reset Temperature Reset Damper If input> Maximum Jacket &Ouput Required Controls Required Required 225,000 Btuh then Loss 1412.6 Modulating or Staged Combustion Controls Required (continued on back) 2006 Washington State Nonresidential Energy Code Compliance Form ' Mechanical - • • • , ` 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 00%Air Econ Provided? Section 1413 Yes No <W%aterCooled EER 10%Better Econo? N than Code N Yes Yes Total Clg tal Cap.! Capacity w/ cono<=480,00 Section 1433 Water Econo N Btuh or 20%of N Economizer Required <500 Tons otal Cap. Yes Yes Yes pply Air>5,0 Section 1436 cfm&OSA> Yes 50%Effective Heat 70% Recovery Required otor Incl.I Section 1437 eed gpmt.Covr'd by Motors Must Meet Tbl 14-1A-14- N MoMulti-speed in Multi- N eed systems Efficiencies in 1G? Table 14-4 Yes Yes Yes WSupply 5 *Simultaneous Must Yes y Air reoling No Application Section 1438 Involves Variable —Yes-*, Yes ans or Pumps> Yes Variable Flow Flow? 10 HP? Devices Required No No Yes Section 1439.2 otal Bldg.Fu One Required: Exhaust>15,000 Yes a. 50%VAV Exhaust& cfm? Make-up b. 75%Direct Makeup w/ No Tempering Only c. Heat Recovery per 1436 Section 1439 1 d. Constant Volume w/ <Hood xhau No Heating or <50fpm Face Velocity 5,000 Yes Cooling for at Least ? 50%of Make-up Air Yes No Yes DONE ]�__ 2006 Washington State Nonresidential Energy Code Compliance Form PermitMechanical 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 1502 E LAURIDSEN BLVD Date 6/10/2009 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 14114 Pkg.elec.htg.&clg. List heat pumps on schedule MO 03 yes 1411 1 Minimum efficiency Equipment schedule with type,capacity efficiency MO 03 a 1411 1 Combustion htg. Indicate intermittent ignition,flue/draft damper&jacket loss 1412 HVAC controls yes 1412.1 Temperature zones indicate locations on plans M2 11 yes 1412.2 Deadband control Indicate 5 degree deadband minimum MO 04 a 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff day types Mo 04 yes 1412.41 Dampers Indicate damper location and auto.controls&max.leakage MO 04 yes 1412.4.2 Optimum Start Indicate optimum start controls MO 04 • a 1412.5 Heat pump control Indicate microprocessor on thermostat schedule • a 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans M2 11 1412.8 Ventilation Control Indicate demand control ventilation for high-occupancy areas M2 11 a 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule MO 02 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100%capability on schedule MO 02 • a 1413.1 Wtr Econo Operation Indicate 100%o capacity at 45 degF db&40 deg F wb • a 1413.2 Water Econo Doc Indicate clg load&water econoe&clg tower performance yes 1413.3 Integrated operation Indicate capability for partial cooling MO 04 a 1 1413.4 lHumidification Indicate direct evap or fog atomization w/air economizer 1414 Ducting systems yes 14141 Duct sealing Indicate sealing necessary MO 04 yes 1414.2 Duct insulation Indicate R-value of insulation on duct MO 04 yes 1415.1 Piping insulation Indicate R-value of insulation on piping Mo 04 1416 Completion Requirements yes '1416.2.1 Commissioning Provide commissioning plan MO 04 yes 1416.2.2-3 Sys.Bal&Func.Test Indicate air and water system balancing&functional testing MO 04 yes 1416.2.4 Commissioning Indicate O&M manuals,record drawings,staff training MO 04 yes 1416.2.5 Comm. Report Indicate requirements for prelim.&final commissioning report MO 04 a 1434 Separate air Sys. 11ndicate separate systems on plans Mechanical Completed and attached. Equipment schedule with types, Summary Form input/output,efficiency cfm,hp,economizer SERVICE WATER HEATING AND HEATED POOLS (Sections1440-1454) 1440 Service water htg. • a 1441 Elec.water heater Indicate R-10 insulation under tank • a 1442 Shut-off controls Indicate automatic shut-off • a 1443 Pipe Insulation Indicate R-value of insulation on piping • a 1452 Heat Pump COP Indicate minimum COP of 4 0 a 1452 Heater Efficiency Indicate pool heater efficiency a 1453 Pool heater controls Indicate switch and 65 degree control a 1454 Pool covers Indicate vapor retardant cover a 1454 Pools 90+degrees Indicate R-12 pool cover if no is circ ed for any question, provide explanation 2006 Washington State Nonresidential Energy Code Compliance Form Interior • • Summary LTG-IN-1 ♦• 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address PENINSULA COLLEGE — MAIER HALL Date 6/12/2009 1502 LAURIDSEN BLVD For Building Department Use PORT ANGELES WA 98362 Applicant Name: Applicant Address: Applicant Phone. Project Description 0 New Building ❑ Addition ❑ Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Prescriptive (§) Lighting Power Allowance O Systems Analysis See Qualification Checklist(over).Indicate Prescriptive&LPA spaces clearly onplans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box sec. 1132.3) ❑ Less than 60%of the fixtures new,installed wattage not increased,&space use not changed. Maximum Allowed Lighting Wattage Location Allowed (floor/room no.) Occupancy Description Watts per ft2 Area in ft2 Allowed x Area SCHOOL BUILDING 1 20 50127 7 60153 2 OFFICE - 10 1 02 5178 3 5281 9 OFFICE — 11 —10 1 061 488 6 517 9 THEATER 1 60 3314 4 5303 1 From Table 15-1 (over) document all exceptions on form LTG-LPA Total Allowed Watts 71256 1 Proposed Lighting Wattage Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed Al — SEE T1 T2 AND T3 42 A2 — EXEMPT PER SECTION 1512 2 6 .8 A2A — EXEMPT PER SECTION 1512 2 6 1 A3 18 75 0 1350 0 A4 15 75 0 1125 0 A5 8 50 0 400 0 F1 ` 15 43 0 645 0 F2 8 33 0 264 0 F3 21 118 0 2478 0 F3A 11 118 0 1298 0 F3B 1 177 0 177 0 F3C 4 236 0 944 0 F3D 6 59 0 354 0 A6 5 35 0 175 0 F4 41 32 0 1312 0 F5 16 33 0 528 0 F6 1 34 0 34 0 F7 60 33 0 1980 0 F7A 4 33 0 132 0 F8 16 62 0 992 0 FBA 2 62 0 124 0 Flo 2 118 0 236 0 F10A 2 236 0 472 0 F11 13 62 0 806 0 2006 Washington State Nonresidential Ener Code Com fiance Form F12 21 32 0 672 0 F12A 2 32 0 64 0 F13 147 59 0 8673 0 F14 2 88 0 176 0 F15 141 32 0 4512 0 F15A 34 26 0 884 0 F15s 123 32 0 3936 0 F15C 10 32 0 320 0 F15D 56 32 0 1792 0 F16 5 118 0 590 0 F1 6A 6 177 0 1062 0 F16s 4 236 0 944 0 F1 6C 25 295 0 7375 0 F1 6D 1 59 0 59 0 F18 8 36 0 288 0 F18A 32 36 0 1152 0 F20 75 62 0 4650 0 F21 2 36 0 72 0 F22 5 59 0 295 0 F22A 1 118 0 118 0 Ll 2 4 0 8 0 L2 16 4 0 64 0 M1 1 23 0 23 0 L1A 3 4 0 12 0 T1 10 50 0 500 0 T2 - EXEMPT PER SECTION 1512 2 6 96 TTT2 - EXEMPT PER SECTION 1512 2 6 96 - EXEMPT PER SECTION 1512 2 65Q Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 54067 0 Notes: 1 For proposed Fixture Description,indicate fixture type,lamp type(e.g.T-8),number of lamps in the fixture,and ballast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. 2.For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section 1530 For hard-wired ballasts only the default table in the NREC Technical Reference Manual may also be used. For track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50 or as applicable, the wattage of current limiting devices or of the transformer 3.List all fixtures.For exempt lighting,note section and exception number and leave Watts/Fixture blank. 2006 Washington State Nonresidential Energy Code Compliance Form Interior • • Summary (back) LTG-INT' • 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy O Warehouses,storage areas or aircraft storage hangers O Other Qualification Checklist Lighting El Fixtures: Check if 95%or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note:If occupancy type is 'other"and fres i 1 Fluorescent fixtures which are non-lensed with a 1 or 2 two lamps,b reflector answer is checked,the number of fixtures i (Section ) p ) the space is not limited by Code. Clearly 1521) or louvers,c)5-60 waft T 1 T-2,T-4 T 5,T-8 lamps,and d)hard-wired elec indicate these spaces on plans. If not tronic dimming ballasts. Screw-in compact fluorescent fixtures do not qualify qualified,do LPA Calculations. 2.Metal Halide with a)reflector b)ceramic MH lamps— 150w c)electronic ballasts 3.LED lights. TABLE 15-1 Unit Lighting Power Allowance LPA Use LPA W/s Use LPA W/s ifl Automotive facility 0.9 Office buildings,office/administrative areas in 1 0 facilities of other use types(including but not limited to schools,hospitals,institutions,museums,banks, churches)5'711 Convention center 1.2 Penitentiary and other Group 1-3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1 0 Cafeterias,fast food establishments 1.3 Post office 1 1 restaurants/bars5 Dormitory 1.0 Retail retail banking,mall concourses,wholesale 1.5 stores(pallet rack shelving) Exercise center 1 0 School buildings(Group E Occupancy only),school 1.2 classrooms,day care centers G mnasia ,assembly spaces' 1 0 Theater,motion picture 1.2 Health care clinic 1.0 Theater,performing arts 1.6 Hospital,nursing homes,and other Group 1-1 and 1.2 Transportation 1.0 1-2 Occupancies Hotel/motel 1.0 Ware—houses",storage areas 0.5 Hotel banquet/conference/exhibition hall 2.0 1 Workshops 14 Laboratory spaces(all spaces not classified 1.8 Parking garages 0.2 'laboratory' shall meet office and other appropriate categories) Laundries 1.2 Librarieso 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses 1.2 Museum 1 1 Common areas,corridors,toilet facilities and 0.8 washrooms,elevator lobbies Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed,the specific use shall apply In cases in which a use is not mentioned specifically the Unit Power Allowance shall be determined by the building official.This determination shall be based upon the most comparable use specified in the table.See Section 1512 for exempt areas. 2) The watts per square foot may be increased,by two percent per foot of ceiling height above twenty feet,unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces,such as seating and common areas,use the Unit Light Power Allowance for assembly 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions,a Unit Lighting Power Allowance of 1 10 W/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000 the Unit Lighting Power Allowance for the court area is 2.60 W/ft2 10) Display window illumination installed within 2 feet of the window provided that the display window is separated from the retail space by walls or at least three-quarter-height partitions(transparent or opaque).and lighting for free-standing display where the lighting moves with the display are exempt. An additional 1.5 W/ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling-mounted track or directly on or recessed into the ceiling itself(not on the wall). b) adjustable in both the horizontal and vertical axes(vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED tungsten halogen,fluorescent,or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan,indicating rack location and height,is submitted,the square footage for a warehouse may be defined,for computing the interior Unit Lighting Power Allowance,as the floor area not covered by racks plus the vertical face area(access side only) of the racks.The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 5/22/2009 Linda Pan rle Maier Hall hase 2 P y .__._ .. Site Plan Page 1 i From 'Carl Dominguez' <carl@saarch com> To 'Linda Pangrle <Lpangrle@cityofpa us> Date 5/22/2009 11 10 AM Subject: Maier Hall Phase 2 Site Plan Attachments Maier Hall Site Plan pdf Cc Jean-Claude Letourneau' <jc@saarch com> <davidw@pcadmin ctc edu> Linda I have attached an updated Maier Hall Site Plan that includes the property line from sheet AO 02 as a point of reference The dimensions I have included show setbacks from existing buildings to the property line dimensions from the property line to Maier Hall and overall dimensions of Maier Hall Let me know if you need anything else Carl M Dominguez AIA, LEED AP schacht I aslani architects, p c. 506 2nd Avenue Suite 700 Seattle WA 98104 (206)443-3448 tel (206)443-3471 fax www saarch com <http.//www saarch com/> (5 21/2009) Linda Pangrie" Maier Hall plan check fee etc Page 1 From Linda Pangrle To: davidw@pcadmin.ctc.edu Date: 5/21/2009 2 39 PM Subject: Maier Hall plan check fee, etc. Hi David, Below are the plan check and building permit fees for Maier Hall,at a valuation of$26,000,000.00 $62,975 41 Plan check fee (due now) $96,885.25 Building permit fee Other fees, such as for the mechanical permit, plumbing permit,fire sprinkler permit,electrical permit,and various electrical and public works permits&fees, etc. will be charged at a later date. Will the new Maier Hall be called Bldg I, like the current Maier Hall? If not,what letter will be assigned to the new building? Please send me an 8-1/2' x 11 copy of the site plan with readable setbacks noted on it. Thanks, Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles,WA 98362 360-417-4815 360-417-4711 FAX 1pangrle@cityofpa.us r�r per Cour\� W , W e s.-6-, ,s A Geneyou, ��nn�nisi'vt�ot�� Po Bob L4 Iwo, o1ymfIetatoPt 00BUILDING PERMIT APPLICATION Print n ink ° PORrA� of CITY OF PORT ANGELES Attn BuildingPermit Technician For City Use Only �-- Date Received 321 E Fifth St. Port Angeles, WA 98362 Permit# (360)417-4815 fax(360)417-4711 ate Approved IVIZI 1-0 Applicant Ip lA&(bCjA0?- . Pone 310 �fty- +Property Owner fjEeX14WLA CAA9/wE-- Phone Property Owner's Address pt„pZ S,6nT IAL; DIEW gLVp { � � g- �q Contractor 1�� Cph,S.y-�,V C;Wdh AL.. � Ph ase ) Phone 360 - - 5 ^,ontractor's Address i�� Cc�r s�o�t` A 9 93Z4 License # n r; I`I '33 P 1 Expires q�q 1.2011 E-mail PROJECT ADDRESS y �„�/ B L®G C Parcel Number 0jV30f#- �Q Lot Zoning f 39m= Proiect Type&Brief Description. ❑ Residential ❑ Multi-family Commercial ❑ Industrial Check all that apply New Construction ❑ Addition Patj t'ttal 0K'A 6 Svc 4 0o4t vA 4-7;m ❑ Remodel ❑ Repair (p_I'j_nq e `com 1e12 ,{ a ams wg-r_ Su6r-t.1 ❑ Demolition -("hers is Q, Ko v-* tAriini if a wesi- uainj of • 'his pi-+_c ec, ❑ Re-roof ❑ House ❑garage ❑ other ❑ tear off&re-roof ❑ lay over one layer )f Heat System m(Heat pump ❑ wood-burning stove ❑ gas fireplace ❑ pellet stove ❑ other Other Floor Areas Existing(sp. ft) Proposed(sg. ft.) Basement @$ per sq ft. _ $ 1 sc Floor �y,?4_V 2"d Floor Z ZG X63�Z 20 5� � 3`d Floor j_% 1t3D Garage Carport Covered Porch Deck Shed Other Pm�ert fo .IoLCL Oh pIJUM 0630 int IZ ®ODO ?15,4 SO 5 *UnCorl`9t-mej TOTAL VALUATION $ Zk vroG OWO Total footprint of structures sq ft. T Lot size J1 sq ft. = Lot coverage * 12 % Site Coverage =the amount of impervious surface on a parcel; including structures, paved driveways, sidewalks patios, and other impervious surfaces (see PAMC 17 94 135 for exemptions) Site coverage f(Q. 7 % Max. height of proposed structures ft. Occupancy group i S5 #of bedrooms Will a lawn sprinkler system be installed? v( J Wa��Occupant load t #of full baths Will a fires sprinkler system be installed? Construction type p y yp #of half baths 1 have read and completed this application and know it to be true and correct. 1 am authorized to appor this permit and rstand that it is my responsibility to determine what permits are required, and to obtain permits prior orki n projects. Date 2/ O ( Print Name I )PcQN> 17(1 Signature T:Forms/Bu i[ling Division/Bldg Permit.doc ' a �,������ i fi.,'r•s r,'"��.��}�i��� ����7 io Via"`` �t�.;�'�':d� P"4 5��'6.i P'"tti4'�, "+tit f o �,� f'�ty.4"X'.��.7•D `!�6i: ::` ,� •'' 4}f �v �..2r; �...- -�wSY •'rZ.i~' .,,;' 'q+,itij"'`��-r' "S,.Fsv•'�l�F �A.;,d'� \ a'.p I• .A ti n"•'r i p •;).dM �i C �,� 11V� Z s 1 00V- NOTES ov'NOTES 10 ask k Permit# �-�$ 2D 5'4 J Cell Phone David Wegener I emo 4 6I6[a . 360-460-9481 CONSTRUCTION PRO/ECT MANAGER K SQ.I�s`C�L�I 9PENINSULA m1111110�1 COLLEGE 1502 East Lauridsen Boulevard Port Angeles, Washington 98362 360-4177999 Fax 360-417-6560 davidwUpcadmin.ctc.edu Han Av bu((d. gov 6 r ec eylginep-Hyi5 S -� � re-elesi9n� phaS� � LP- Day ec,e o eX- 5 a-J u N I See -61UAL I eok,'- 1�P a y,X rr nh o r r as�2 r-z'v�•� C©hsctzh�- d ���� T orms/Building Divis:,,t /Notes a NOTES Permit# cl- y �� ' b S 0e- — e)V- u rns �kf► r , � e- u 62-6 h` 0+ oU N 100 Y VIP s 5 \o re, ; e-Ac4 Re,c6} v4 "(corylpl s e+z � P an S Ino 5� Par`�t`a rn t-�, a5 5 2(0' b Y s u`h n ►n -Peri; �-I oeCupC-V)!�u, ; �gxek ScP64+ nj ak -Ihe krf-oi-YndnMA&i1 Cr taSS_1-oo rrns CVA— _ nn(-,) S$ (' �Gu(�dUl1�' 0 GLA So o r Yrvom) L- AUC &44oncd � r���nc�es ay`r✓ �� G�u�,e Cec i Forms/Building Division/Notes f NOTES -3G Permit# ��'� �S'� 0S Z(0-09 Per sue., R `rhe end V-e-, P xLMti- comas pa�c0 o h blue b 'c, o rKQ nA d-s i . 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Library(temporary) -02 East Lauridsen Boulevard Port Angeles, Washington 98362 B. New Library/Media Center(under construction) 360-4177999 Fax 360-417-6560 davidw@pcadmin.ctc.edu C' Business Offices/Cashier C' New Faculty/Administration Office Building(under construction) Bookstore D Student Services Center Enrollment Services,Student Development/Counseling,.Financial Aid,International Programs,Testing, 4AA \4 Career Services,Learning Center Services for Students with Business Services/Cashier � Disabilities,Veterans Services,Multicultural Services,President's Office,Tech Prep Career Services F Humanities,Social Sciences G. Business,Mathematics,Chemistry Computer Lab H. Education Transition Centers,Sciences Counseling Services I. Maier Hall,Lecture Hall J Pirate Union Bldg.(PUB),ASC Office,Little Theater,Fine Arts, 0 Enrollment Services Bookstore Instructional Services,Faculty Offices L. Information Technology Surveying, CISCO Journalism,Nursing, Distance Learning Financial Aid LE. Nursing Extension LH. Longhouse Cultural Center(under construction) International Services M. Science Wing,Science and Technology Building/Lecture Hall 0 Technology Wing,Science and Technology Building N. Wally Sigmar Athletic Complex Library/Media Center G,lmnasium Ballfield Tennis Cou;is Educare Center 0 Little Theater P Ari,Univers Representatives,Early Childhood Education.(,-,ntinuing Educafic Q Automot! Jveiding EStIIIy R, Arae oti e Welding:,orage n ge FLIfU U L! ratio'i -'f Lo i LISe T ,ime celving.Mo; Pec U f,l,,P uv F ;onll`w. /0 is o � FARVE 900 • - ,��� dK 0 ice°.. �. f ��`• ��;,'', MA FIN O ��� rr•v`�:�,ei`�• ,i�.�� of Diol eioi�'�o! �+► ,"^� ,,� ::�r'' 1 \���-+_—� �, KIM. ,,,:�, �� t �, • �, .� �,;-' �a I BID ALTMATE s l •a/ / /`.�` \ AREA L_ ° ��..' .�,, � � fix. n'�a ♦ J ` � I' k7 R .tin, �5a rz ai- I, e _ j f Ln a. fij �o-IT J�ti,k, ggwg LLJ .... ...... — no f �'� a PROPOSED S MAIER _ w CL m � q - + HALL Isre ` CNJ i \ / N i wr — � "T r r 4 S drp. r• �. vl Fw ( b.�a by 1r ��►� '°`�'S aw k.•',y�Z*ICK �L '.: Vv/ SIT=PLV KEYNOTES SITE PLMlGENERAL NOTES SrfERAN LEGEND SITE PLAN ;wr:ti L�A.0 mrOOa emB �W.+0.6RriR. HoaP..6:omm�wimiM WrY e O le rOOmtl[q AU i (]PMJtm mOmi,Qyms.'. �.ew m.a cw m.P�lOv — w O..��_p am �'^� EOmC.ID IImt�leOlAramaRUrMrIIbYDEM.W.� —_ -- � Tf Urb � �e® __ m asr�somnm.�eax.wmr R..wx.,rnen a nne.aear BUILDING NOM KEY: t5�lwe 2oo9 .._�auwne.wo ,QIP arr.latmnuna.wmIIea nnrraetlmimlraevaau�evae�lr.ene I-' 7 TRUE eu.0 m.nae�[IIuoorn +maswlanmuvasr+rm,sssu9wmarms�w l-- I PermK +�ammraae .Irwwresrumla +Qa wenm+dou.+malmwrr I—� �� Set mamwa �I rnrx eoa as re mars mamol aaarrecs.m:oo aru ttc �� �n // o mv, •••onm>L•+a.oa _ / Site Plan Al 02 Z ` 4 A3.01 Alpine Glaze Spray Booth with intermittent operation of filtered exhaust(150 cfm min.) I / 0 - - n — — — - - - — — - - - - - — — — — — — I - STAIR GLAZE GLAZE MIXING CERAMICS / VE E Blaauw gas-fired kiln APPLICATIO &STORAGE Paashe Bench Type Filter VESTIBULE \ q I (exhaust cfm defined by Booth(intermittent 0 dp a I E101 mfr)and heat exhaust hood E117 E118 operation 150 fpm min.) E110 B O I I I 1 QI I 2 dp I I O O 1 0 . O O O 5 Al A31.12 IIII UKILN ROOM OI E102 jCERAMI�STUD101 E P — 6 — - HH -�- - --� ---- \ KILAN N RM CLOSET \ I VESTIBU Ii ir_ -ji,' dp 0 E114 1198 odp - - IC— � � IIC-- jF— 11 a I II O I Q ` STUDEN OFFICE I 1' I IIC_ 71 IL- �I 1; I LOCKER OO OO IIIII — -- 71a I CLAY 112 OdP r------- I It n I 2 dp MIXING E113 / I Ih ii I E115 —rel I - - i O Q I _ _ 4 A Shimpo Mixer-Pug Mill with Paashe Bench Type Filter) 3 Electric Kilns with downdraft exhaust YP snorkel type movable dust _ connected together(cfm defined by mfr)and ( -- heat exhaust hood overall exhaust oriented directly over Booth operation 150 fpm min.) 4 / dry fill hopper hatch(500 fpm I 30'-0' 30'-0' 30'-0' 30'-0' 30'-0' 1 0 // 3 0 0 7 cmG 2 4 V" A3.01 1 I FF� UL listed bench top,dry filter mediaCanvas Drying Closet 1 hr 0 dp paint spray booth HALLWAY rated with fire/smoke dampersPaint Storage Room less than 25 200 fpm E301 &200 cfm exhaust0 dpgal.CI IA and 120 gal aggregate— — — -_Cl 1 B III,2 hr rated&150 cfm i IIIIIIIIIIIIIIIII IIIIIIIIIIIIII i � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -� t---+--I- -- O ------------ L _J _ __ __ __ J t ART L— _ I ------------J I /� — STAIR ----- --- — — WORK ROOM / J -2 dp ° \ 1 Q n DRAWSTUDIODESIGN j ---- - ---- \�/ A3.12 I L 9 III :1 �'fl E310 PAINTING STIJ DIO I LI 0 dp I ART \ ART I I dl x J E314 O� �� II STORAGE OFFICE I� 1 dp / E312 E313 �I o Q / - - Exhaust and Make-up air duct / shaft with structural floor / enetrations A 02 .¢ / I I I I I I I 30'-0' 30'-0' 30'-0' 30'-0' 30'-0' 2 3 45 6 A 7 Goo ell CAL C>1' V U P � Zr. �# f',ti .'��` :,r i :Yf i °* ���'°� �? °3.*t',s #.,,•.?^'vr= t I ��c "�#� �1 � "w`fy' b��,'��'�S'�' e^tt,{�, t;�``3>`F}X=� 2"t#�s.. 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F r y,Myt iU V � �ly �y ss ,. •at.ra`J «"�' `� � s �'�a ra ~s�.`�����+�`,�� ' i"t' , � �, �"�t r r 3� �� ex't'rx rt 3• �t`� �'s����° �, r��'�"3 t�ta�,y ,*;ti' � �" � i ;� a>�, ;��n � F4 u�u '�':'L��' • '+�3� $i a t rc - �"� f"� �-+ ° -k� t`'*��, - •ask � �+ � � r � ;� �� t°����� �' �' '� "�`; �� `ie <� t��". 77 I 063o 1151 t 000 30 Co 3o t 14q _(pnOn No caun-k, ry-covd �{ 0 (030 ► �_L�gdOp 0 30 l i5 3 0 00 Parcel Lookup Page 1 of 1 Parcel Number 0630115110000000 Site Address 9999 E PARK AVE Print Quit Back Taxpayer- WA PENINSULA COLLEGE 1502 E LAURIDSEN BLVD PORT ANGELES WA 98362 Title Owner- WA PENINSULA COLLEGE 1502 E LAURIDSEN BLVD PORT ANGELES WA 98362 Description CAMPBELL'S ADDITION TO P A BL14 EX EASE LT1 & BLS 15&16 (3 28A) Value Summary- Note- Listed values do not reflect adjustments made for exemption programs such as Senior/Disabled or Current Use programs(except Commercial Forestland properties) Land Value 0 Improvements Value 0 Total Assessed Value 0 Property Characteristics Note:Use Code is for Assessor's purposes only Contact the appropriate planning or building departments for Zoning and allowable usage of property Use Code 9700 STATE EXMPT Land Size (acreage) 3 28 Note Acreage is not listed for all properties in the Assessor's records.More information about land size Tax Status State Tax Code Area. 0010 Note.Zoning and zoning codes change constantly Verify all zoning with the appropriate planning or building department. Building Characteristics (Click on Bldg #for more details.) # Bldg. Type RdSt/le _ Total S.F. BD BA Tax History Sales History Print Quit Back 2 089 160 http.//apps.clallam.net/website/sitis_p pgm?parcel=0630115110000000 5/26/2009 Parcel Lookup Page 1 of 1 1 Parcel Number 0630142100000000 Site Address 1502 E LAURIDSEN BLVD PA Print Quit Back Taxpayer• WA GENERAL ADMINISTRATION PO BOX 41000 OLYMPIA, WA 98504-1000 Title Owner- WA GENERAL ADMINISTRATION PO BOX 41000 OLYMPIA, WA 98504-1000 Description NENW EXC US POWER LINE R\W& SITE EXC EASE 19 78A Value Summary Note, Listed values do not reflect adjustments made for exemption programs such as Senior/Disabled or Current Use programs(except Commercial Forestland properties) Land Value 0 Improvements Value 0 Total Assessed Value 0 Property Characteristics Note:Use Code is for Assessor's purposes only Contact the appropriate planning or building departments for Zoning and allowable usage of property Use Code 9750 EXEMPT Land Size (acreage) 19 78 Note Acreage is not listed for all properties in the Assessor's records.More information about land size Tax Status Tax Code Area 0010 Note Zoning and zoning codes change constantly Verify all zoning with the appropriate planning or building department. Building Characteristics (Click on Bldg #for more details.) # Bldg. Type Bldg. Style Total S.F. BD BA Tax History Sales History Print Quit Back I http.//apps clallam.net/website/sitis_p pgm?parcel=0630142100000000 5/26/2009 Parcel Lookup Page 1 of 1 Parcel Number 0630141200000000 Site Address 1502 E LAURIDSEN BLVD PA Print Quit Back Taxpayer- WA GENERAL ADMINISTRATION PO BOX 41000 OLYMPIA, WA 98504-1000 Title Owner, WA GENERAL ADMINISTRATION PO BOX 41000 OLYMPIA, WA 98504-1000 Description LOT 2 EXC EASE NWNE 41 03A Value Summary Note- Listed values do not reflect adjustments made for exemption programs such as Senior/Disabled or Current Use programs(except Commercial Forestland properties) Land Value 0 Improvements Value 0 Total Assessed Value 0 Property Characteristics Note- Use Code is for Assessor's purposes only Contact the appropriate planning or building departments for Zoning and allowable usage of property Use Code 6821 UNIVER/COLL Land Size (acreage) 41 03 Note:Acreage is not listed for all properties in the Assessor's records.More information about land size Tax Status Tax Code Area. 0010 Note:Zoning and zoning codes change constantly Verify all zoning with the appropriate planning or building department. Building Characteristics (Click on Bldg #for more details) # Bldg,Type__ Bldg $tyle_______ Total S,F BD _BA Tax History Sales History PrintQuit I Back 2,089 168 http.//apps clallam.net/website/sitis_p pgm?parcel=0630141200000000 5/26/2009 Parcel Lookup Page 1 of 1 ,i Parcel Number 0630145301000000 * Site Address 9999 E CRAIG AVE PA Print Quit Back Taxpayer- WA PENINSULA COLLEGE 1502 E LAURIDSEN BLVD PORT ANGELES WA 98362 Title Owner- WA PENINSULA COLLEGE 1502 E LAURIDSEN BLVD PORT ANGELES WA 98362 Description BEACON HILL ADDITION LTS 1 22 BL 1 EXC EASE Value Summary Note:Listed values do not reflect adjustments made for exemption programs such as Senior/Disabled or Current Use programs(except Commercial Forestland properties) Land Value 0 Improvements Value 0 Total Assessed Value 0 Property Characteristics Note-Use Code is for Assessor's purposes only Contact the appropriate planning or building departments for Zoning and allowable usage of property Use Code 9750 EXEMPT Land Size (acreage) 00 Note.Acreage is not listed for all properties in the Assessor's records.More information about land size Tax Status. State Tax Code Area. 0010 Note.Zoning and zoning codes change constantly Verify all zoning with the appropriate planning or building department. Building Characteristics (Click on Bldg #for more details.) # Bldg. Type Bldg. Style Total S.F. BD BA Tax History Sales History Print Quit Back 2 089 172 http.//apps clallam.net/website/sitis_p pgm?parcel=0630145301000000 5/26/2009 ^ l ^ From 'Carl Dominguez' <oad@ssarohcom> To 'LindoPangda <LpanQda@nhyofpous> Date 5/20/2009 11 53 AM Subject: RE. Permit checklist? Attachments MH-bldg permit app pdf cc <dovidvv@pmadminotcedu> Jean-ClaudeLetournaau' ^jn@saarchcnm> Linda Attached iathe Building Permit Application that has the information you need hudetermine the plan review fee Use this copy as reference only because David Wegener from Peninsula College will besubmitting the dvvgs asigned copy ofthe building permit application and other required information later in the week. Please coordinate directly with David the amount of the plan review fee and hewill bring payment when hesubmits the rest ofthe information |fyou have any questions please let nneknow Thanks Carl yNDominguez AIA, LEEDAP onhmoht Ion|aniarchitects pc 5862nd Avenue Suite 700 Seattle WA 98104 (2OG)443'3448tel (2DO)443'3471fax www nomrch uom -Original Message- From Linda Pangr|e [moi|toLpongr|e@oityofpa.uo] Sent: Thursday May 14 200910:29AK8 To Carl Dominguez Subject: Permit checklist? Hi VVeare updating our commercial project checklist/guidelines aowedon't currently have ogood checklist for you tndownload Is this regarding the Maier Hall project? The following are basic items that need tobasubmitted Other items might also need tobesubmitted depending onthe specific requirements ofthe project. Please submit complete plans generally partial submittals aren't allowed (unless aprior arrangement has been made with our supervisor and the building inspector) Submit four setsof plans Even though large site plans will besubmitted please also submit one (5120/2009) Linda Pangrle RE. Permit checklist? Page 2 " site plan that is 8 1/2' x 11 The plan review fee will be required when the building permit application and plans are submitted The plan review fee is based on the valuation of the project. If you tell me the square footage of the building construction type occupancy group and what you think the valuation of the job is then I'll be able to tell you the plan review fee amount. For technical building requirements you can contact our building inspector Jim Lierly at jlierly@cityofpa us or call him at 360-417-4816 or 360-808-0534 If you have planning or zoning questions you can contact our planning manager Sue Roberds at sroberds@cityofpa us or call her at 360-417-4750 Feel free to contact me if I can be of further service to you Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles WA 98362 360-417-4815 360-417-4711 FAX Ipangrle@cityofpa.us >>> Permits City of Port Angeles 5/14/2009 8 43 AM >>> >>> 'Carl Dominguez' <carl@saarch com> 5/13/2009 1 17 PM >>> Our office is working on a project on the Peninsula College campus. I have downloaded the building permit form but I was wondering if there was any kind of checklist/guidelines for what and how to submit all the required documentation Any feedback would be greatly appreciated Thanks Carl M Dominguez AIA, LEED AP schacht I aslani architects p c 506 2nd Avenue Suite 700 Seattle WA 98104 (206) 443-3448 tel (206)443-3471 fax www saarch com <http.//www saarch com/> schacht I aslani architects transmittal TO- Sue Roberds VIA Planning Manager ❑ FAX TOTAL NO OF PAGES City of Port Angeles ❑ MAIL 321 E. 5`h St. ❑ COURIER ® HAND DELIVERY Port Angeles, WA 98362 ❑ HARD COPY TO FOLLOW DATE. 20 May 2009 RE. Peninsula College Maier Hall (supplemental info for Phase 1 permit) Enclosures Date Copies Description May 19 2009 4 full size Peninsula College Maier Hall Phase 2 (partial permit set submittal) 44 April 9 2009 4 full size Peninsula College Maier Hall Phase 1 (re-submittal of civil dwgs) -:a Z May 19 2009 1 (8 1/2x 11) Peninsula College Maier Hall Phase 2 Site Plan 1 Building Permit Application and fee 1 Peninsula College Maier Hall Stormwater Report #3 2 Peninsula College Maier Hall SWPPP # `f 1 Peninsula College Maier Hall Geotechnical Report #5 ❑ FOR APPROVAL ❑ REVIEWED ❑ FOR YOUR USE ❑ FOR REVIEW AND COMMENT ® AS REQUESTED S Jave-f hese caPies -I-a Te�-6 Partck on 6c5la(169 (Fer Su,-K ,') ��rr% S1d shell des rih��e -Ih�rn as n et t,Ps errs One cony ee-6h of JL #k � Smith Tower tel 206 443 3448 506 2n1 Ave,Suite 700 fax 206 443 3471 Seattle WA 98104 saarch@saarch.com z Schacht I aslani architects Remarks Sue Please see enclosed all the information that you have discussed with JC, regarding the supplemental information for the Phase I Permit Review The wetlands report with added stormwater calcs will be submitted to the city by Brad Shea from Westech Company The Notice of Intent has been submitted to the Department of Ecology by our civil consultant. The first public notice will be published Friday May 22. The geotechnical engineer has requested a modification to the outfall so in order to have that fully coordinated we still need to investigate that modification at the outfall. Wit that said we are holding off on submitting the letter/memo from the geotechnical engineer at this time. If you have any questions or comments please don t hesitate to contact JC or myself Sincerely Carl M. Dominguez by- Carl M. Dominguez cc: File 4 0 Dmm' RTI NGELES A FYQ W A S H I N G T 0 N, U S A 4�, W. Community & Economic Development Department A- April 9, 2009 I�A Ms. Deborah Frazier Peninsula College 1502 East Lauridsen Boulevard Port Angeles, WA 98362 RE Variance Application - VAR 09-03 Peninsula College 1502 East Lauridsen Boulevard Dear Ms Frazier- As you know, following a public hearing conducted by the City of Port Angeles Board of A- Adjustment on April 6, 2009, approval was given to increase the maximum building height 01 of a public structure, as proposed in your application VAR 09-03 to the City Department of Community& Economic Development, from 35' to 46' This is an increase from the variance approved on July 2, 2007, that allowed an increase to 42' 41 Variance approval is good for one year from the date of approval. A building permit application must at least be in the processing stage no later than April 6, 2010, or the variance will become invalid. If you have any questions with any of this information, please don't hesitate to contact me at 417-4750 Otherwise - good luck with your building project! V) Sincerely, Q Sue Roberds Planning Manager cc Building Permit file 4. Phone 360-417-4750/ Fax: 360-417-4711 Website wwwcityofpa.us/ Email smartgrowth@cityofpa.us 321 East Fifth Street P 0 Box 1150/ Port Angeles WA 98362-0217