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HomeMy WebLinkAbout2230 W 18th St - Technical T ECHNICAL Permit 11 4i 1 Address 2230 W 1g Project description 2 s� covnvNnercA,cA,l Bu\ 14 i vi n Date the permit was finaled i /11,10— Number of technical pages CARLETTI ARCHITECTS, P.S. architecture, interior, design planning August 10, 2011 Mr. Jim Lierly Building Inspector City of Port Angeles Department of Community Development 321E Fifth St. Port Angeles WA 98362 Reference: ACTI plan Review: Port of Port Angeles Composite Manufacturing Building Dear Mr. Lierly:. The following is in response to the comments •generated from your letter dated July 7, 2011 to the' above referenced project. 1 ANSI 1 17/ 2 00 9 "IBC chapter 1 requires ADA van space. This shall include dimensions, signage and accessible route, per code. Response: Please find a sketch from Chris Hartman with Zenovic Associates Showing what will be provided in front of Buildings one and two. 2. It was not clear if the ADA restroom detail provided a vertical grab 'bar that is now currently required. Response: Please" note on the Cover sheet A' -,0.1' Under Generic Notes for W.C. Compartments note number 8 regard ing Grab. Bars. This Vertical Bar is to be included. 3. An ADA accessible drinking fountain shall be required. duel height per code) Response: Please find a sketch from The Rice Group Mechanical Engineers Showing what will be provided in the building for a drinking fountain. 4. Chapter 29 of the, IBC requires a service sink. This may be the sink you show in the Janitors closet., If this is the case, that sink will be allowed to be used for the code item requirement. Response: You are correct the Janitors closet contains the service sink. 116 E. Fir Street, Suite A Mount Vernon, WA 98273= (360) 424 -0394 FAX (360) 424 -5726 Jim Lierly, Building Inspector, City of Port Angeles Composite Manufacturing Building, Port of Port Angeles August 10, .2011 5. The 2009 IMC and the WSEC require energy -performance data and a lighting energy code plan. This may be performed by means of an energy program such as MECCHECK, this is the most common submitted with the application WSU energy conservation has the form on their website: Response: Per your e-mail you have received' tI ese required forms. 61 All door and window glazing shall meet the 2009 IBC requirements for safety glazing in hazardous -locations, field verify. 'Response: Yes all'required 2009 IBC codes will be followed. 7. Third party special inspections shall be require'd as per chapter 17 of the 2009 IBC. This shall- include "but not limited to Steel reinforced concrete /structural steel frame /high strength bolt and welding /any lateral structural seismic members/ braced wall panels (interior and exterior seismic'hold downs /suspended ceiling. (T -bar)/ ETC... Please provide your special inspectors credentials on the form at the front counter. Response: Currently the Owner 'is procuring a contract with a special ,inspection‘ Company and will forward the form once :complete. 8. Waste water questionnaire form will ill need to be filled out and returned to the address on the form. Response: Currently the Owner is requesting the tenant to complete the form and will forward the form once complete. 9 Mechanical equipment shall be seismic restrained per 'the 2009 IBC and its references listed in the code, (SMACKMA) All supply lines shall be labeled with type and'direction of flow per code: Response: Yes per the. Project manual Section This is noted and will be followed. If you have any questions, please don't hesitate to call me. Sincerely, Tim Goo. an Project Manager Carletti Architects, P.S. y r /i u CARLETTI ARCHITECTS, P.S. 0 INSTALL HANDICAP SIGN 4" WIDE, YELLOW PAINT LINE (TYP.) T. HANDICAP SYMBOL 4" WIDE, WHITE _i CS jo 13 PAINT LINE (TYP.) Ls 4 .0 1 8' -0" X 5' MIN. X 8' -0" X 11' -0" FOR VAN STALL TWO ACCESSIBLE STALLS C HANDICAP STRIPING Scale: NTS '�(rj O� ZB ��Asni C �L j 4 tn w s A 42 i,: 50'6 �'4' sIONAV SCALE: TI TLE: ACTT EXPANSION (PARCEL 9 06- 30- 00- 111900) SHEET N.T.S. DATE: ACCESSIBLE PARKING SPACES 7/8/2011 1_ JOB NO: CLIEN .301 EAST 6TH ST. SUITE 1 11039 PORT OF PORT ANGELES ENOVIC PORT ANGELES, WA 98362 FILE: P.O. BOX 1350 ASSOCI ATES PHONE: (3 417 -0501 11039 -CIVIL PORT ANGELES, WA 98362 PAX (380) 41 -0514 OF 1 (7 11) I INCORPORATED MAIL: ZENOVICOZENONC.NET 4 Heavy Duty 14 Gauge Drinking Fountain Wall Mount, Fully Exposed Barrier -Free Access SPECIFICATIONS Models EHWM217C and EHW2I7C GENERAL Two -level wall mounted drinking fountain constructed of #14 gauge, type 304, stainless steel polished to a lustrous satin finish. Contoured basin minimizes splashing and has vandal- resistant bubbler. Keyed in location to prevent rotation. Easy to operate, fully functional push- buttons are vandal- resistant. Vandal resistant bottom cover plates included. Flow regulator provides 4111> constant stream from 20 to 105 psi water pressure. r Q THIS DRINKING FOUNTAIN COMPLIES WITH THE REQUIREMENTS OF A.D.A. (AMERICANS WITH DIS- ABILITIES ACT) WHEN PROPERLY INSTALLED. UNIT IS COMPLIANT IF INSTALLED IN AN ALCOVE AND IS ALSO COMPLIANT WHEN MOUNTED ON AN EXPOSED WALL IF Model EHWM217C A WING WALL IS LOCATED ON THE LEFT SIDE OR IF A APRON IS INSTALLED UNDER THE UPPER UNIT, C;> NO LEAD DESIGN THIS DRINKING FOUNTAIN COMPLIES WITH THE LEAD FREE DEFINITION IN THE SAFE DRINKING WATER ACT OF 1986 AND LEAD CONTAMINATION CONTROL ACT OF 1988. CONSTRUCTION Elkay Drinking Fountains are manufactured with a waterway EHWM217C furnished complete with vandal- resistant bubbler, system utilizing copper components and completely lead -free fully assembled front push- buttons, flow regulator (20 to 105 material. These waterways have no lead because all leaded psi), and drain, trap assemblies, vandal- resistant 14 gauge materials, such as leaded brass, have been removed. bottom cover plates and surface mounting plate. Trap included. This fountain is certified by WQA to lead -free compliance including EHW217C does not include the surface mounting plate. NSF /ANSI 61 -ANNEX G, AB 1953. To be mounted with MPW200 in -wall mounting plate. ML100 in -wall support legs are optional. 1 38 -1/2" i. 18 -3/4" i 5/8" (978mm) (476mm) (16mm) 6 -5/8" —4--1.-4— 12-1/8" 4 3- 13/16" 18' (168mm) (309mm) (98mm) (457mm) 1 2 -1/4" 57mm) 20 -3/8" 0 II 1 1 I 6 -1/2" 0 (165mm) 41 -3/8" II IR 1051 mm) 2-1/4" ORIFICE HEIGHT 1 (57mm) 1 -1/4" TRAP FURNISHED 33 -1/8" 27" 35 -3/8" (842mm) (686mm) (899mm) 24_1/2„ ADA ORIFICE HEIGHT (622mm) REQUIREMENT In keeping with our policy of continuing product improvement. Elkay reserves the right to change This specification describes an Elkay product with design, quality and functional benefits to the product specifications without notice. Please visit elkayusa.com for most current version of Elkay user. When making a comparison of other producers' offerings, be certain these features are not product specification sheets. overlooked. Elkay 2222 Camden Court Printed in U.S.A. Oak Brook, IL 60523 ©2011 Elkay elkayusa.com (Rev. 4/11) 14 -50C Heavy Duty 14 Gauge Drinking Fountain Wall Mount, Fully Exposed Barrier -Free Access Model EHWM217C SPECIFICATIONS INSTALLER NOTE OPERATION OF QUICK CONNECT FITTINGS 1/4" O.D. TUBE 3/8•' O.D. TUBE CONNECT THIS DRINKING FOUNTAIN IS FURNISHED SIMPLY PUSH IN TUBE IS SECURED PUSH IN COLLET WATER INLET COLD WATER SUPPLY BUILDING WATER WITH A BUBBLER AND WATERWAY WITH TUBE TO ATTACH IN POSITION TO RELEASE TUBE TO COOLER INLET ALL CONNECTING FITTINGS WHICH ARE v w_. h, MANUFACTURED OF COMPLETELY LEAD X E 1 u 1 FREE MATERIAL. SHUT OFF VALVE (NOT ...-Arir c ���r 1 ��j FURNISHED) TO ACCEPT 3/8" O.D. A B UNPLATED COPPER TUBE. PUSHING TUBE IN BEFORE PULLING IT OUT HELPS TO RELEASE TUBE NOTE: WATERFLOW SERVICE STOP DIRECTION NOT FURNISHED) When installing EHWM217C which includes a surface mounting plate, refer to the dia- grams shown below. For electrical, waste, and water supply locations refer to the Installation /Owners manual. Note: Reinforce the wall in the shaded areas. 1 18 -3/4" (476mm) 5 -1/4" s_ 5 -1/4" (133mm) 1/4" (6mm) DIA. HOLES FOR (133mm) MOUNTING PLATE TO WALL 3" 3" (76mm) (76mm) 3/8" (10mm) DIA. HOLES FOR 2 -3/4" PLATE WALL PLA MOUNTING PLATE TO WALL (70mm) ASSEMBLY 5 -1/4" -0-- 5 -1/4" (133mm) (133mm) la 1. 0 7 -1/4" ■IIIIIIIIIIIMI (184mm) ��s�J 1 17 j° 0 1 1 t'4�J����t'i� (184mm) 0 g i■ Cr 0 J ii ii�ii 7 AVM 37 -1/4" e e (946mm) 1 B „B„ 43 -5/8" 35 -3/4" 1 (11 o8mm) (908mm) "A" "A" 29 -3/4" 32- 13/16" (756mm) (833mm) I. 16" 16" 26- 13/16" (406mm) (406mm) (681mm) 31 -1/4" (794mm) 24- 9/16" (625mm) I LEGEND A Recommended water supply location 3/8" O.D. unplated copper tube connect, stubbed 1 -1/2" (38mm) from the wall. Shut off by others. B Recommended location for waste outlet 1 -1/4" O.D. drain, stubbed 6 -5/8" (168mm) from the wall. Elkay 2222 Camden Court Printed in U.S.A. Oak Brook, IL 60523 ©2011 Elkay 1 4-50C (Rev. 4/11) elkayusa.com Heavy Duty 14 Gauge Drink Fountain Wall Mount, Fully Exposed ELPCAY:r Barrier-Free Access Model EHW217C with MPW200 ROUGH-IN When installing EHWM217C with MPW200 in -wall plate mounted directly to wall studs, refer to the diagrams shown below. For electrical, waste, and water supply locations refer to the Installation /Owners manual. 3/8" MTG. HARDWARE (SUPPLIED BY OTHERS) li K7 0 u Note After installation, threaded rods may need to be trimmed. �o MTG. PLATE L N I I II II l i I I N MTGSUPPLLIED)RE Q0 uii un u uu J FINISHED WALL FOUNTAIN FOUNTAIN 32 813mm 16” 406mm FINISHED WALL MTG. HOLES I.,t 000 0 000 fiL r, 1 0 0 °O 11 12 3/4" icI :0° 110: 324mm 16mm 11 000 0 0o-0- MTG. HOLES 26 9/16" 27" 675mm 686mm *ADA REQUIREMENT FINISHED FLOOR 2 In keeping with our policy of continuing product improvement, Elkay reserves the right to change This specification describes an Elkay product with design, quality and functional benefits to the product specifications without notice. Please visit elkayusa.com for most current version of Elkay user. When making a comparison of other producers' offerings, be certain these features are not product specification sheets. overlooked. Elkay 2222 Camden Court Printed in U.S.A. Oak Brook, IL 60523 ©2011 Elkay elkayusa.com (Rev. 4/11) 1 4-50C Heavy Duty 14 Gauge Drink Fountain Wall Mount, Fully Exposed Barrier -Free Access Model EHW217C with MPW200 MI-100 ROUGH-IN When installing EHWM217C with MPW200 in -wall plate and ML100 support legs, refer to the diagrams shown below. For electrical, waste, and water supply locations refer to the Installation /Owners manual. .50 x .75 OBROUND (4) 0 1 2 1/2" r 2 64mm 51+ m 1/2 3 1/4" 5/8" 83mm 16mm 4 1/2" 114mm e DETAIL A Note After installation, U -bolts and threaded rods may need to be trimmed. U -BOLTS ARE INCLUDED WITH ML100 (SUPPORT COLUMNS) SEE DETAIL A 32" FINISHED WALL 813mm 4 5/8" 118mm F M TG. HOLES yr a P 1 12 3/4" r LL1 Y o 0 324mm 000 C b 5/8" tii 4 1 16mml e g MTG. HOLES MTG. PLATE INSTALLED BEHIND FINISHED WALL 26 9/16" 27" 675mm 686mm *ADA REQUIREMENT FINISHED FLOOR *WITH STANDARD STUD LENGTH OF 6 INCHES Elkay 2222 Camden Court Printed in U.S.A. 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N N j i I iJ i n II 1-0 j I j D p 11 f e z OW /Li__ v g H G n f N i u ;,.-q: 1• ii 11 a Ir n 11 1 i er C f M, G4I o 4 z 1 N m u m r• o�nn1 s i r7� nn c�i o m w:. _DOI 7177 3 N; 1� -i m N N 0 0 loop n Vm G OcO� y- '7' r -1 i I 'l.. ==NNE N r 7. r� TrnCmO roni 2% N Ni 0 D pp Z D D 1 P;. n IT 9 Z p 1 x A n 402 v O i+ Cl 1.10 pp 2 Z C O m w rn X2 N N Dcg E n G I n B E R 5 E Seattle Everett w f Spokane Portland :San Diego m ::Austin June 28, 2011 Jim Lierly Building Inspector City of Port Angeles Department of Community Development Re: Response to review comments of ACTI Port of Port Angeles Dear Mr. Lierly: The following is our response to the structural calculation related review comments, dated May 24, 2011. 1. Anchors determined but not called out on plans. Response: Anchor diameters are determined by metal building supplier. Required embedments into foundation are listed in Item 8 of Foundation Plan Notes on sheet 2 -2.1. 2. The analysis shows that the anchor bolts meet shear requirements for connections but the main frame loads to the footings would lead to additional shear transfer devices being needed. Final building loads will need to be reviewed to know this for sure. Response: This will be reviewed and revised if necessary when final building loads have been provided. 3. Wind speed of 85 mph Exposure C is correct. Qs is 18:5 psf and for 3 second gust of 100 mph it is 25.6 psf. Neither value appears to have been used in analysis. Response: Basic wind speed and correlating Qs will be clarified with revisions for final building loads. 4. Sds and Sdl appear to be taken from sources that do not agree with the normal values used by the City of Port Angeles in their review of building permit structural analysis. Pages 15 and 16 do not agree with the normal values used in Port Angeles. Needs clarification. Y Response: The Sds and Sd I values on pages 15 and 16 are from the USES and NEHRP. These values will be clarified and revised if necessary when final building loads have been provided. We hope this letter addresses your questions. If 'further information is required, please do not hesitate to contact me at 206 -332 -1900. Sincerely, DCI Engineers Katrina Reed, PE. Project Engineer 818 Stewart Street, Suite 1000 Seattle, Washington 98101 Phone (206) 332 -1900 S e r v i c e i n n o v a t i o n V a l u e l i CARLE'TTI ARCHITECTS, P.S. architecture, interior, design pla'nning i June 27, 2011 Mr. Jim Lierly Building Inspector City of Port Angeles Department of Community Development 321E Fifth Si. Port Angeles WA 98362 Reference: Port of Port Angeles Composite Manufacturing Building Comments on the Plans by Mr.Gene H Unger P.E: Dear Mr. Lierly: The following is in response to. the comments generated by Gene H Unger P.E. with regards to the above referenced project: 1 A -0.0 Building Code Data Chapter 9 Section 901.6 "Supervising" Is not printed out. Chapter 10 Section 1017 is 1018 and 1019 is 1020.. Response: Noted and will issue a sketch for the Contractor to note. C -1.0 IE out CB(2) Elevation 285.34 and CB(7) IE 284.33 Pipe is sloped between called out 0.5% actual is 0.33% Response: Noted and have made' Civil Engineer aware of the slope we will correct as required per code. A -1.0 Sprinkler Piping shall not be run under buildings per NFPA 13 10.6.1 Response:" This has been corrected: The sprinkler riser will•now be on the north side of the building. See attached architectural revisions and mechanical sketched noting the 'change. A -2.1 Is the FE at A8 different than the others? Symbol is solid not shaded. 'Response: No all FE's 'are the same as noted. A -2.6 Are 'fluorescent lights right on building line 4 different than others? Heavy line width,is shown for these. Response: No all lighting fixtures will be the same in the production, areas. This is a printing error. A -5.0 Down Spout (spelling) Sections #1 and #2 Note on 8 1/4 Z Girt w/ banded Liner Systems Insulati Response: Corrected Spelling, The note should be finish with "insulation l 116 E. Fi•r Street, Suite A Mount Vernon,- WA 98273 (360) 424 -0394 FAX (360) 424 -5726 Jim Lierly, Building Inspector, City of Port Angeles Composite Manufacturing Building, Port of Port Angeles June 28, 2011 S -1.1 Foundation design preliminary must -be checked against actual metal building supplied! Metal building Performance Specification. General Scope of work. Metal Building Contractor. Responsibilities. A) Conform to 2009 IBC City of Port Angeles City design Projects. Response: Yes we understand. The Metal building sub contractor will need time after the bid award to coordinate with the metal building supplier to provide final metal building reaction loads which will be reviewed and coordinated with the structural engineering and.foundations design. Once that is complete we will have final foundation plans for you review. S -2.1 Stirrups do not appear to -be long enough. Check for actual building. Footing might need to be enlarged due to uplift of cross bracing. Actual building structural should clear this up. Footings for East building line and West canopy line will, interfere with each other if sizing is correct. Response: Once the metal building supplier has submitted the metal building calculations and the and structural engineer of record has coordinated these items we will issue you a complete metal building drawings set including calculations as well as a revised foundation plan. The canopy and building will be coordinated at a later date as the Alternate for the 'canopy was not executed. Structural Calculations; Response: Please see attached memo from DCI engineers. If you have any questions,, please don't hesitate to call me. Sincerely, f Tim Goodman_ Project Manager 1 Carletti Architects, P.S. n o CARLETTI ARCHITECTS, P.S. ii 11 V 1.0 210 ,9 .0- /0 .0 b? b kw i h Ni 1 ILI ill IL u_ 0_ IL 0u b —00 b 1 t L u j (1 1 0 III CD i i-- 111110h,,, w cs. ci .fLL-.01. 1 '''!ihR., i i..0 UJ (-4 1 In (3 1 i.., _I 0 F •l 1 0 4 0 i g in 1 1 1 I 1 LIJ _J 0 (_0 IL 0 I 0 1 11 11 O z 1 RAI Lu 1. NZ i 11 1 k Li b IL 0 11 Oo Ill 0 op (0 I-11 ILI c'N; _I CM LI 0 0 I. z 4 u n eL v___ D 4 1.1J IL IL I-- I- (0 kL (.3 z i I _I (Z 6 ILI I- r--: O ILI 0 cm <2-> 0 IIJ a o) r--.. Lu cII 1 0 _I 6' 1 z IL (to 0 iii c‘l 0 10 (0 (D ILI LIJ I b 1- 0 zo F- co cm I 2 0. i '1' :0 ua ILI 0 O LLI I— ILI CV ILI 0 0 Ill •:I (2) _I Z W re c 0 o h 11_1 w c c i 0 0 D O co _c Av u w CL IL i 4 b co Q 0 O J W J Q U -1 Q O ,ulll� ��Ilm. 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L L s., r 4 t 4 "(40) FCO-/ II 4" 0 BELOW GRADE PLUMBING Scale: 1/8 1' -0" Date: 6/6/2011 PORT OF PORT ANGELES R ICE Consulting Engineers W. 18TH ST. 20201 Cedar Valley Road Suite 120 Scale: 1/8" 1' 0" PORT ANGELES, WA 98363 Lynnwood, WA 98036 G r o u p (425) 774 -3829 (425) 672 -2084 FAX By: HSR MSK- M2.0 -1 ADD. 1 9 r 4 "(40) /-4 e 8 FCO—/ 1 4" i i STUB FOR FUTURE 4" FLOOR C.0 6. B.F.F. II i I gmz 7 I I 0..Y.2"2' 4. I 4f I; 1 j€ 7" I 4504 Fain. 1' P I i T r L 2 r F w 1 i Fn T I `6`,t -I I BELOW GRADE PLUMBING 0 V 1/8 1� -0" Date: 6/6/2011 PORT OF PORT ANGELES RICE Consulting Engineers W. 18TH ST. SOte1 Valley Road Scale: 1/8" 1' -0" PORT ANGELES, WA 98363 Lynnwood, WA 98036 G r o u p (425) 774 -3829 (425) 672 -2084 FAX By: HSR MSK- M2.0 -2 ADD. 1 s I 8 9 1 1 A I 5 6" FIRE SERVICE 0 M4.0 3/4" 7 4" FDd -0 1 3/4"(2.5) 1 4" RISER DRAIN 7 7 —i 3" V IDOW 3 1"(9.375) I 2'' VIN 1 1 1"(9.375 I Iii 4 1 0 11 5 5RFEAK i 4 11 i m4 1-1/2 CW SERVICE 1 I 4.1b CI J A 03 KIT, lk 3 WHif 1 1! i M4.0 0 CW DN 0 11.4 4 1 1 IN 1 IP 1 1/2" HWIDN 1 I wialaitiT- HO 3/4 ilIMIZ 1 1 i 3/4 p g mil 1 I L„.., ‘(11.875) 1 111r 3 /4 1 1 -1,.., ,3" I in4 1 ;i i 3 3 C`'NF IA M4 1/2 2 .0 TPL E H Imi_... 0 ..—.J A 3 M4.0 lek li a•-• i [L-- 1 MI d 1 II r-,1 i 11 Now ii 0 1/2 TPL H' AMU' 8 I/4"(2.5) 22 Ir 1 1 3" V DN 1-1/4"(19) 1 V 2) V DN r „1 I 2 V br\l 11 7 v IL 1 lk 1 1 1 i 11 0) '-'!4: z......., f idi :7 1 AD 7- 1 rt1 rl 7 4..Pi n 1 I 110 sI ll' i 1 1 1 LL 11 NI: 4+-17 1 1 1 .0' 1 1 GP/437,25P ..12:•7 'f/ i 1-1/27(38.75) -------4 e u ',---f 7 ---1[ 1 :1 1 1 (2,0 1 1,2. CW, HW I i CW CPVC 1 I -iii 1 0 1 ABOVE GRADE PLUMBING Scale: 1/8" V-0" R 1 C E Consulting Engineers W 18TH 20201 Cedar alley Road Date: 6/6/2011 PORT OF PORT ANGELES ar oa ST. Suite 120 Scale: 1/8" 1'-0" PORT ANGELES, WA 98363 Group Lynnwood, WA 98036 (425) 774-3829 (425) 672-2084 FAX By: HSR MSK-M2.2-1 ADD. 1 I j f :6 4 PRODUCTION I �t i I IRIT e c Y m 5KY r— gy:37y Ni 1 t °r .CTR. I 1 3/4 "(2.5) FUT. ELEC. L 4e 1 22 K4A 1 aY....`. 106 J 1,7 T 107 1 L i SPRINKLER C w 10 a =CE k j, r 1 1 --"--.J I I 1 f ,\ELECTRICA ............................._J I TRANSFORMER J Al' 14 4111, CABOVE GRADE PLUMBING Scale: 1/8" V-0" Date: 6/ 6/2011 PORT OF PORT ANGELES R I C E Consulting Engineers W. 18TH ST. Suite 2 0dar Valley Road PORT ANGELES, WA 98363 Suite 120 Scale: 1/8" 1 -0 Lynnwood, WA 98036 G r o u p (425) 774 -3829 HsR MSK- M2.2 -2 ADD. 1 (425) 672 -2084 FAX By: f 1 RECEIVED Gene H.Unger P.E. Engineering, Inc. MAY 242011 24 May, 2011 Civil Structural Management CITY OF POR ANGELES BUILDING DIVISION 1401 West 7th Street Mr. Jim Lierly Port Angeles, Washington 98363 Building Inspector Office (360) 452 -2098 City of Port Angeles Department of Community Development Fax (360) 412098 321 E Fifth St. Port Angeles, WA 98362 E ungerpe @msn.com Subject: Composite Manufacturing Buildings Port of Port Angeles Dear Mr. Lierly: I have reviewed the plans and calculations for the Composite Manufacturing Buildings of the Port of Port Angeles. 1 find the plans dated 5 -2 -11 and the Structural Calculations dated May 2, 2011 to be in reasonable conformance with the IBC -2009. The major shortcoming is the fact that the entire structural is assuming a building. The actual building will create different conditions which could significantly alter the foundations The connections of the building to the foundations are not called out because these exact loads are not known. Therefore the plans can be acceptable for architectural, mechanical, electrical, and civil,with the following comments. The structural will have to be reviewed after the actual building structural is submitted. Comments on the plans: A -0.0 Efuild'ng Code Data Chapter 9 section 901.6 "supervising" is not printed out. Chapter 10 section 1017 is 1018 and 1019 is 1020. C -1.0 IE out CB(2) Elev. 285.34 and CB(7) IE 284.33 Pipe slope between called out 0.5% actual is 0.33 C -2.0 Note on 4" 0 PVC C900 FDC Says Detail C /2.0. Where is that? A -1.0 Sprinkler Piping Shall not be run under buildings per NFPA 13 10.6.1 A -2.1 Is the FE at A8 different than the others? Symbol is solid not shaded. A -2.6 Are Fluorescent lights right of Building Line 4 different than others. Heavy line width is shown =for these. A -5.0 Down Spout (spelling) Section #1 and #2 Note on 8 -1/2" Z Girts w /Banded Liner System Insulati S -1.1 Foundation design preliminary must be checked against actual metal building supplied! Metal Building Performance Specification: General Scope of work. Metal Building Contractor's Responsibilities. a) Conform to 2009 IBC City of Port Angeles Revise to correct code and city. Lateral Design Criteria. SDs =1.25 and SD1 =0.50. These are normally used in City design projects. S -2.1 Stirups do not appear to be long enough. Check for actual building. Footing might need to be enlarged due to uplift of cross bracing. Actual building structural should clear this up. 11023LJL1 1 Footings for East building line and West canopy line will interfere with each other if sizing is correct. Structural Calculations; Anchors determined but not called out on plans. The analysis shows that the anchor bolts meet shear requirements for connections but the min frame to the footings would lead-to additions shear transfer device being needed. Final building loads will need to be reviewed to know this for sure. Wind speed of 85 mph Exposure C is correct. Qs is 18.5 psf and for 3 second gust of 100 mph it is 25.6 psf. Neither value, appears to have been used in analysis. Sds and Sd1 appear to be taken from source that does not agree with the normal values used by the City of Port Angeles in their review of building permit structural analysis. Pages 15 and 16 do not agree with the normal values used in Port Angeles. Needs clarification. I have marked on the set of drawings supplied to me these potential issues. I see no issue here that would prevent the issuing of a building permit except for the structural of the actual metal building. I would recommend this should be a differed submittal with actual concrete foundation work to hold up until structural is resolved. Sincerely; Gene H. Unger, PE EH.UN c S! ONA .L y1 eyfecy �I 11023LJL1 2 CARLETTI ARCHITECTS, P.S. architecture, interior, design planning L June 27, 2011 Mr. Jim Lierly Building Inspector City of Port Angeles Department of Community Development 321E Fifth St. Port Angeles WA 98362 Reference: Port of Port Angeles Composite Manufacturing Building Comments on the Plans by Mr.Gene H Unger P.E. Dear Mr. Lierly: The following is in response to the comments generated by Gene H Unger P.E. with regards to the above referenced project. A -0.0 Building Code Data Chapter 9 Section 901.6 "Supervising" Is not printed out. Chapter 10 Section 1017 is 1018 and 1019 is 1020. Response: Noted and will issue a sketch for the Contractor to note. C -1.0 IE out CB(2) Elevation 285.34 and CB(7) IE 284.33 Pipe is sloped between called out 0.5% actual is 0.33% Response: Noted and have made Civil Engineer aware of the slope we will correct as required per code. A -1.0 Sprinkler Piping shall not be run under buildings per NFPA 13 10.6.1 Response: This has been corrected: The sprinkler riser will now be on the north side of the building. See attached architectural revisions and mechanical sketched noting the change: A -2.1 Is the FE at A8 different than the others? Symbol is solid not shaded. Response: No all FE's are the same as noted. A -2.6 Are fluorescent lights right on building line 4 different than others? Heavy line width is shown for these. Response: No all lighting fixtures will be the same in the production areas. This is a printing error. A -5.0 Down Spout (spelling) Sections #1 and #2 Note on 8 ''/2" Z Girt w/ banded Liner Systems Insulati Response: Corrected Spelling, The note should be finish with "insulation 116 E. Fi'r Street, Suite A Mount Vernon, WA 98273 (360) 424 -0394 FAX (360) 424 -5726 Jim Lierly, Building Inspector, City of Port Angeles Composite Manufacturing Building, Port of Port Angeles June 28, 2011 S -1.1 Foundation design preliminary must be checked against actual metal building supplied! Metal building Performance Specification. General Scope of work. Metal Building Contractor Responsibilities. A) Conform to 2009 IBC City of Port Angeles City design Projects. Response: Yes we understand. The Metal building sub contractor will need time after the bid award to coordinate with the metal building supplier to provide final metal building reaction loads which will be reviewed and coordinated with the structural engineering and foundations design. Once that is complete we will have final foundation plans for you to review. S -2.1 Stirrups do not appear to be long enough. Check for actual building. Footing might need to be enlarged due to uplift of cross bracing. Actual building structural should clear this up. Footings for East building line and West canopy line will. interfere with each other if sizing is correct. Response: Once the metal building supplier has submitted the metal building calculations and the and structural engineer of record has coordinated these items we will issue you a complete metal building drawings set including calculations as well as a revised foundation plan. The canopy and building will be coordinated at a later date as the Alternate for the canopy was not executed. Structural Calculations; Response: Please see attached memo from DCI engineers. If you have any questions, please don't hesitate to call me. Sincerely, Tim Goodman Proj ect Manager Carletti Architects, P.S. CARLETTI ARCHITECTS, P.S. w amimmmo D li Er1GifgERS E Seattle 8 Everett Spokane Portland E' San Diego Austin June 28, 2011 Jim Lierly Building Inspector City of Port Angeles Department of Community Development Re: Response to review comments of ACTI Port of Port Angeles Dear Mr. Lierly: The following is our response to the structural calculation related review comments, dated May 24, 2011. 1. Anchors determined but not called out on plans. Response: Anchor diameters are determined by metal building supplier. Required embedments into foundation are listed in Item 8 of Foundation Plan Notes on sheet 2 -2.1. 2. The analysis shows that the anchor bolts meet shear requirements for connections but the main frame loads to the footings would lead to additional shear transfer devices being needed. Final building loads will need to be reviewed to know this for sure. Response: This will be reviewed and revised if necessary when final building loads have been provided. 3. Wind speed of 85 mph Exposure C is correct. Qs is 18.5 psf and for 3 second gust of 100 mph it is 25.6 psf. Neither value appears to have been used in analysis. Response: Bask wind speed and correlating Qs will be clarified with revisions for final building loads. 4. Sds and Sd I appear to be taken from sources that do not agree with the normal values used by the City of Port Angeles in their review of building permit structural analysis. Pages 15 and 16 do not agree with the normal values used in Port Angeles. Needs clarification. Response: The Sds and:Shc values on pages 15 and 16 are from the USGS and NEHRP. These values will be clarified and revised if necessary when final building loads have been provided. We hope this letter addresses your questions. If further information is required, please do not hesitate to contact me at 206- 332 -1900. Sincerely, DCI Engineers Katrina Reed, P.E. Project Engineer 818 Stewart Street, Suite 1000 Seattle, Washington 98101 Phone (206) 332 -1900 [Service Innovation Value 1 0 E .0 ,9 f 0 ,0 ,0 b.) O O Q o O e N i q W j\ w O i 0_ lL k O j b �0 0 r G G I W N i!Illlllw s .0 ,ol G c W o i t i 0 lY C0 _.1 1 0 1 II O Z 4 ut NZ :rI gym_. O �m....._...._ Z N I O O O IL co U CO W N J W IX ID W O O I— z a IL iz IL U Z CO O c fl W CO N J 2 i 1 O W 1- I q cV O w O ,B .L ,l 0 ,Ol O J 0 W� Q Z IL O r w cfl of z O so j I 0 0 0 W N U M N (9 N cro CS) wQl- Q 0 C W m o n JUt� W N F 7 W Q 0 d) w 0 0 w a 1 :44-7- 0JZU) �r e N 00 I— m w NQ d Q m es W m c O X rL IL 4 .___1 .....E Q W J Q U Lz (s) J Q dlllllllllo„ O .gill dm u_i LAI Jr L 0 l 11 II— (S7 N I Z Q Q 0 cJ) W CO O a F- a W N W O W Oz Oz OW 0 Ow 0 r _/\,___./N• Q O N N 9 (D CO 0) N V a F- O N u.) 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Suite 20dar Valley Road Suite 12o Scale: 1/8" 1' PORT ANGELES, WA 98363 G roup Lynnwood, WA 98036 (425) 774 -3829 (425) 672 -2084 FAX By: HSR MSK- M2.0 -1 ADD. 1 a f E 4 "(40) f 4 I r i FCO 4 11 4" 11 STUB FOR FUTURE 11 6. j' B.F.F. 4" FLOOR C.0 1 It— J II 1 C n 1 Em. i ow+: :non at A 7 A rrrerL7rfi r��i .............._1 r H E F.....:.._...1. �iJlro El�lrc B it 4erY 1 i r F l 1 I i tai. 1 r.:._' N I M ATSZ 1 r.:.eq; i 1 i 05,E i A;Q I i ai i C,1,4_6i ;VA I r., j i BELOW GRADE PLUMBING ote Nt‘ 0 Scale: 1/8" 1' -0 Date: 6/6/2011 PORT OF PORT ANGELES Fl I C E Consulting Engineers W. 18TH ST. 202e1 120 Valley Road PORT ANGELES, WA 98363 Suite 120 Scale: 1 8" 1' -O" Lynnwood, WA 98036 G r o u p (425) 774 -3829 (425) 672 -2084 FAX By: HSR MSK— M2.0 -2 ADD. 1 9 r 1 1 1 5 6" FIRE SERVICE 0 M4.0 i 1111 3/4 F i 4" FDO 3/4 "(2.5) 1 o 4" RISER DRAIN o -i-- 3" V DOW 3 "_J 1 "(9.375 1"(9.375 2 V C 115 all FR EAK 1 -1/2" CW SERVICE I M4.0 I f4.0 /0 J1 NIT ,R0 ak0 WH 1 t, M4.0 r 11 1/2° CW �5. t nn �E 1/2" NWT D 4 1 HS1 31 1„ g 4" a PaWalic '(11.875) 3/4 "(1.5 r 1 I 1--- 17 444 1 1 (18.25 v�l01� E� 1"(18.25) alk R 1 N... 3" 3/4 "(6.375) r' �fi 4" 1 CiNF M4.0 1/2" TPL DN 1 I" j 3 I 1 X71 n I 3) M4.0 le U 415)Ak 1/2" TPL E/4»(2.5) J 3" V DN 9) 2) V DN P. VI D� 2 Ni 1 DN 3 1 (9) 1 A "l 1 o 1 7 r 4 i 110 ,I. i Mr ,1 1 1 1eF 11 K "till (11.5) 4 1- 1/2; 38.75) 1 -1/2" 1 1 (2)0 1/2" CW, HW q 5i 1 1 II 0 ABOVE GRADE PLUMBING e <,:j 15 Scale: 1/8" 1' -0" Date: 6/6/2011 PORT OF PORT ANGELES RICE Consulting Engineers W. 18TH ST. 20201 1 2 0 edar Valley Road Scale: 1/8" 1' -0" PORT ANGELES, WA 98363 Lynnwood, WA 98036 G r o u p (425) 774 -3829 (425) 672 -2084 FAX By: HSR MSK- M2.2 -1 ADD. 1 I 1 E i:.>2. ft' I REC w "6 1 PRODUCTION TELE /COM ;tea 1 w ,INIA 1-4 1 148 li 1 it i -1 y r. r er/ /ire �i. t T,+....- .._.:.�,r..... l 106A\-- c i 3/4 "(2.5) sy FUT, ELEC. 4 1 E 1 I -1 ti 10 A i AMAIN ELE m' 107 1 SPRINKLER I R 1� max,,: 22 I 1 1 OFFICE T i t �J ,ELECTRICAL TRANS`CR'EMER L I i 0 ABOVE GRADE PLUMBING N Scale: 1/8" V-0" ()ate: 6/6/2011 PORT OF PORT ANGELES Ft ICE Consulting Engineers W. 18TH ST. 202e1 120 Valley Road PORT ANGELES, WA 98363 Suite 120 Scale: 1 8" 1 -0 G roup Lynnwood, 98036 Y (425) 774 -33 829 (425) 672 -2084 FAX B: HSR MSK- M2.2 -2 ADD. 1 Clallam County Assessor Treasurer Property Details -6l07PORT OF PORT ANG... Page 1 of 2 C|a1lam County Assessor Treasurer Property Search Results >G11O7 PORT OF PORT ANGELES for Year 2O11 .property Account Property ID: 61107 Legal Description: LTS 119-126 141- 150 VAC STS ABTG; SURVEYS V14 p11;v25 p99;v27 p17;V42 p70;v*4 P49;V53 P54; SURVEY V69 P7; Geographic ID: 0630001119001000 Agent Code: Type: Real Tax Area: 0010 PA 121 PORT ST CNTY H2 L WMP Land LJse Code 89 Open Space: N DFL N Historic Property N Remodel property: N Multi-Family Redev wpmam N Township: Section: Range: Location Address: 1402 AIRPORT RD Mapsco: PORT ANGELES, WA 98362 Neighborhood: Exempt Ref Region 5 Map ID: 3 Neighborhood CD: 50985200 Owner Name: PORT OF PORT ANGELES Owner ID: 46786 Mailing Addres po BOX 1ono Ownership: 100o000000000m PORT ANGELES, WA 98362-0251 Exemptions: EX Taxes and Assessment Det ils Property Tax Information as of 05/05/2011 Amount Due if Paid on: NOTE: If yo to submit payment payrnent on a future date, make sure you enter the date and click RECALCULATE to obtain the correct total amount due j Year I Statement ID Taxing Jurisdiction I Amt. Amt. I Penalty Interest I Base Paid I Amount Duel 2011 155589 WSMET PK DIST WILLIAM SHORE MET PARK DIST $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 2011 155589 CITY STORMWATER CITY STORMWATER $27.69 $27.69 $0.00 $0.00 $55.38 $0.00 i 2011 155589 155589 $1.63 �m�1 $28.50 $0.00 $0.00 $57.01 $0.00 2010 43866 ST SCH STATsscHooL $0.00 $0.00 $0.00 oo.no !uo�o 43866 CC-GEN COUNTY oL*LLxM $0.00 $0.00 $0.00 $0.00 �n�oo $0.00 2010 *3866 so#121 SCHOOL DISTRICT #121 $oon $oou uono $000 u000 uono 1 |zo10 40000 Cn,ponT s *m CITY �n.on $0.00 $0.00 $0.00 $0.00 $0.00 'uo10 43866 ponT-ponTorPO��GsLea $0.00 $0.00 $0.00 $0.00 $0.00 2010 43866 NTH OLY LIe wOnT*OLYMPIC LIBRARY $0.00 $0.00 $0.00 mn m» uu' �m •ono 43866 HOSP HOSPITAL #2. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00; http://websrv8.clallam.net/propertyaccess/Property.aspx?cid=0&year=2011&prop_id=61107 5/5/2011 „t ,-,`S)-. .S0 4 4pr 1,,,Wi!,:;',:::::,:1',.;f11-7,H7T 6 :::':::57,7,-,:::::,:w;-,,wAtiii7N:H.1.--.--,•=-17:_: 0 n 2 :,<Co i/.40+77',,....."--,, -,,,,,....r., wyvido+4„.. 7.".:T,:::*'''''''' (11..'-' o 4. Linda Pangrle From: Roger Vess Sent: Friday, May 06, 2011 10:31 AM To: Tracy Rooks; Linda Pangrle; Trent Peppard; Bill Hale; Billy McCurdy; Sue Roberds; Brian Anders Subject: Port of PA ATCI addressing Attachments: Port of Port Angeles Phase 1 ACTI.pdf Here are the addresses for the new phase I Port buildings on 18 Street.(see attached PDF) 2210 W 18 Street, Loc ID #159766 2220 W 18 Street, Loc ID #159768 i?,16k 5 2- kr ff 06SO 0011 11'6Q (000 2230 W 18 Street, Loc ID #159770 BI A-5 f L27 Tracy please set up all commercial services for the above. 1f The three future proposed buildings for phase II, these will set up in HTE at a later date. 2310 W 18 Street 2320 W 18 Street 2330 W 18 Street Roger Vess Assistant Civil Engineer City of Port Angeles 360 417 -4812 cell 360 775 -8901 rvessPcityofpa.us 1 MIS VA '93730NY INGd z 1334IS Law in PET 01 Dossv 7 L4 41 t 0 000-m OK, 1441.1 01010 VIA TIMMY 11400 i A01 1.,,ns WO IS. 10i 0 CS NVicl .1,K131N3 4021dIN I 31IS 9 N 10 N 19 A 21 Y N I 141 6ad 7t- N ;Jr /4//// r0 P f 1 0 7/ 9 1 0! 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MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT Where an intended use is not listed in Table 1004.1.1, the FLOOR AREA IN SQ. building official shall establish a use based on a listed use FUNCTION OF SPACE FT: PER OCCUPANT that most nearly resembles the intended use. Accessory storage areas, mechanical 300 gross equipment room Exception: Where approved by the building official, the actual number of occupants for whom each occupied Agricultural building 300 gross space, floor or building is designed, although less than Aircraft hangars 500 gross those determined by calculation, shall be permitted to be Airport terminal used in the determination of the design occupant load. Baggage claim 20 gross 10042 Increased occupant load. The occupant load permitted Baggage handling 300 gross in any building, or portion thereof, is permitted to be increased Concourse 100 gross from that number established for the occupancies in Table Waiting areas 15 gross 1004.1.1, provided that all other requirements of the code are Assembly also met based on such modified number and the occupant load Gaming floors (keno, slots, etc.) 11 gross does. not exceed one occupant per 7 square feet (0.65 m of Assembly with fixed seats See Section 1004.7 occupiable floor space. Where required by the building official, Assembly without fixed seats an approved aisle, seating or fixed equipment diagram substanti- Concentrated (chairs only not fixed) 7 net ating any increase in occupant load shall be submitted. Where Standing space 5 net required by the building official, such diagram shall be posted. Unconcentrated (tables and chairs) 15 net 1004.3 Posting of occupant load. Every room or space that is Bowling centers, allow 5 persons for each an assembly occupancy shall have the occupant load of the lane including 15 feet of runway, and for room or space posted in a conspicuous place, near the main exit additional areas 7 net or exit access doorway from the room or space. Posted signs Business areas 'j 100 gross 9S S shall be of an approved legible permanent design and shall be Courtrooms other than fixed seating areas 40 net maintained by the owner or authorized agent. Day care 35 net 1004.4 Exiting from multiple levels. Where exits serve more than one floor, only the occupant load of each floor considered Dormitories 50 gross individually shall be used in computing the required capacity Educational of the exits at that floor, provided that the exit capacity shall not Classroom area 20 net decrease in the direction of egress travel. Shops and other vocational room areas 50 net 1004.5 Egress convergence. Where means of egress from Exercise rooms 50 gross floors above and below converge at an intermediate level, the H Fabrication and manufacturing areas 200 gross capacity of the means of egress from the point of co I ndustrial areas V.-. 100 gross 2 0 00 yS shall not be less than the sum of the two floors. Institutional areas 1004.6 Mezzanine levels. The occupant load of a mezzanine Inpatient treatment areas 240 gross level with egress onto a room or area below shall be added to Outpatient areas 100 gross that room or area's occupant load, and the capacity of the exits Sleeping areas 120 gross shall be designed for the total occupant loadthus established. Kitchens, commercial 200 gross 1004.7 Fixed seating. For areas having fixed seats and aisles, Library the occupant load shall be determined by the number of fixed Reading rooms 50 net seats installed therein. The occupant load for areas in which Stack area 100 gross fixed seating is not installed, such as waiting spaces and wheel Locker rooms 50 gross chair spaces, shall be determined in accordance with Section 1004.1.1 and added to the number of fixed seats. Mercantile Areas on other floors 60 gross For areas having fixed seating without dividing arms, the Basernent and grade floor areas 30 gross occupant load shall not be less than the number of seats based Storage, stock, shipping areas 300 gross on one person for each 18 inches (457 mm) of seating length. Parking garages 200 gross The occupant Load of seating booths shall be based on one Residential 200 gross person for each 24 inches (610 mm) of booth seat length mea Skating rinks, swimming pools sured at the backrest of the seating booth. Rink and pool 50 gross 1004.8 Outdoor areas. Yards, patios, courts and similar out- Decks 15 gross door areas accessible to and usable by the building occupants Stages and platforms 15 net shall be provided with means ofegressas required by this chap Warehouses 500 gross ter. The occupant load of such outdoor areas shall be assigned by the building official in accordance with the anticipated use. For SI: 1 square foot 0.0929 m 220 2009 INTERNATIONAL BUILDING CODE® CARLE t II ARCHITECTS RS. LETTER OF TRANSMITTAL TO: Zenovic And Associates. DATE: May 2, 2011 301 East 6 Street Suite 1 Port Angeles WA 98362 JOB NO: 11 -408 ATTN: Chris Hartman REFERENCE: Port Of Port Angeles Phone 360 417 -0501 Composite Campus Fax 360 417 -0514 Copies Date Revised/No. Description 3 Complete set of Permit Submittal Drawings Wet stamped for City 2 Complete set of Permit Submittal Drawings for the City 2 Electrical NREC 2 Mechanical NRC 2 Building #1 Permit Application 2 Building #2 Permit Application THESE ARE TRANSMITTED as checked below: For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints For review and comment Other Comments: The enclosed is the 5 2 11 Permit Set for Submittal. Copy To: 09 -237 -4 Signed: Tim E. Goodman If enclosures are not as noted, kindly notify us at once. Carletti Architects, P.S. 116 E. Fir, Suite A, Mount Vernon, WA 98273 360- 424 -0394 Fax 360- 424 -5726 MECHANICAL SUBMITTAL FORM Fill in the specific quantity of each item that will be installed or relocated at your building project. Submit this form with the Building Permit Application. QUANTITY DESCRIPTION Furnace 5 Ton, 100,000 Btu /h (29.3 kW) Furnace 5 Ton, 100,000 Btu /h (29.3 kW) Floor Furnace Heater (suspended, recessed wall, floor mounted) EqCrRIc UNIT HEATERS Boiler, compressor, absorption system: 3 hp, 100,000 Btu/h (29.3kW) 3 hp 15 hp (2.24 11.19 kW) 100,000 500,000 Btu /h (29.3 146.48 kW) 15 hp 30 hp (11.19 22.37 kW) 500,000 1,000,000 Btu/h (146.48 292.95 kW) 30 hp 50 hp (22.37 37.3 kW) 1,000,000 1,750,000 Btu/h_ (292.95 512.66 kW) >50 hp (37.3 kW) 1,750,000 Btu/h (512.66 kW) 7 d Air handler 10,000 cfm (4.72m Air handler 10,000 cfm (4.72m Evaporative cooler (attached, not portable) 5 Ventilation fan connected to a single duct Ventilation system (not part of a heating or air conditioning system) Hood served by mechanical exhaust, including ducts Incinerator commercial or industrial Incinerator domestic -type Solid -fuel burning appliance Fuel gas piping, one to five outlets Fuel gas piping, each additional outlet over five Hazardous process piping system, one to four outlets Hazardous process piping system, each additional outlet over four Nonhazardous process piping system, one to four outlets Nonhazardous process piping system, each additional outlet over four Miscellaneous appliance vent or equipment (not otherwise listed on this form) Specify how many repairs, alterations, or additions (not otherwise listed on this form) will be done regarding heating appliances, refrigeration units, cooling units, evaporative cooling systems, absorption units, or other mechanical appliances, including installation of controls, at this building project. GeneH.Unger E. Engineering, Inc. MAY .2 4.2011 24 May, 2011 AN GELES. Civil Structural Management CITY OF PORT BUILDING DIVISION 1401 West 7th Street Mr. Jim:Lierly. Port Angeles, Washington 98363 Building Inspector. Office (360) 452 City of Port'Angeles Department of Corrimunity Development Fax (360) 4172098; Port Angeles, WA 98362 E-mail ungerpe @msn com Subject: ,�Comp Buildings Pori of; Port Angeles Dear Mr. Llerly: I. have reviewed the plans and calculations; for the Composite Manufacturing Buildings of the Port of port Angeles ,l-find the plans dated 5- 2 -11'- and the Structural Calculations dated May 2, 2011 to be reasonable. conformance with the IBC- 2009.: The major: shortcoming is the fact that the entire structural is assuming a `buiilding. The actual building will create d_ ifferent"conditions which could significantly alter the foundations. The connections of the building to the foundations are not called out because these: exact loads are not known. Therefore: the plans can be acceptable for architectural, mechanical, electrical :and civil with the following comments.: The structural will have to be reviewed after the actual building structural is submitted: 2 ,Comments:on:the'plans: A:0.0 [.a.alldg Code Data Chapter 9 section 901,.6 "<.upervising" is not printed out:'' Chapter 1 section 1017 is 1018 and 1019 is 1020. C -1, 0 IE put Cl3(2) Elev. =285:34 and CB(7) IE 284.33 Pipe ,slope between called' out 0.5% actual Is 0.:33 C -2.0' Note:on.4" 0 PVCC900:FDC -Says Detail C/2.0. Where is that? i s A-1.0 Sprinkler Piping Shall not be run under; buildings.per'NFPA 13 10.6.1. A- 2.1:.Is the FE at A8 different than the others? 'Symbol is solid not shaded.: A -2.6- Are Fluorescent lights- right' of Building Line 4:different than-others. Heavy line width is shown for these. A -5 0 Down S'pout,(spelling) Section #1 and #2 Note:on 8 -1/2" Z'Girts w /Banded'Liner System- Insulati ?9? S-1.1 design preliminary must be checked against actual metal' building suppliedl Metal Building 'Performance Specification General Scope of work Metal Building Contractor's Responsibilities a) .Confor'm' 2009 IBC Ci of Port Angeles Revise to correct and city.- Lateral Design-'Criteria,. SDs =1'.25 and-.SD1 =0.50 These are, normally used in City design' projects .S -2.1 Stirups' do not appear to be long enough. Check for actual building. Footing 'might need'to be enlarged due to'uplift cross bracing.'. Actual. building ,structural should clear this up. 11023LJL1 1 Footings for East building line and West canopy line will interfere with each other if sizing is correct: Structural Calculations; Anchors determined but not called out on plans. The analysis shows that the anchor bolts .meet shear requirements for connections but the main frame loads to the footings would lead to additional 'shear transfer device being needed. Final building loads will need to be reviewed .to.know this for sure. Wind speed of 85 mph Exposure C is correct. Qs is 18.5 psf and for 3 second gust of. 100 mph it is 25.6 psf. Neither value appears to`have been used in analysis. Sds and Sd1 appear to be taken from source that does not agree with the normal values used by the City of:Port Angeles in their review of building permit structural analysis. Pages 15 and 16 do not agree with the normal values used. in Port Angeles. Needs clarification. have marked on the set of drawings supplied to me these potential issues. I; see no issue here that would prevent the issuing of a building permit except for the structural of the actual metal building. I would recommend this should be a differed submittal with actual concrete foundation work to hold up until structural is resolved. Sincerely; Gene H. Unger PE wasy���'F Cita 11023LJL1 2 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential r Revised December 2010 Project Address COMPOSITE MANUFACTURING BUILDING 1 Date 4/28/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes, no, n.a.) Section Component Information Required on Plans Notes LIGHTING CONTROLS (Section 1513 Yes 1513.1 Local control /access Schedule with type, indicate locations See Plans Yes 1513.2 Area controls Maximum limit per switch 20 amp Yes 1513.3 Daylight zone control Schedule with type and features, indicate locations see Plans Yes vertical glazing Indicate vertical glazing on plans See Plans N.A. overhead glazing Indicate overhead glazing on plans N.A. 1513.4 Display /exhib /special Indicate separate controls Yes 1513.5 Exterior shut -off Schedule with type and features, indicate location Astroclock Yes (a) timer w /backup Indicate location Astroclock N.A. (b) photocell. Indicate location Astroclock Yes 1513.6 Inter. auto shut -off Indicate location See Plans Yes 1513.6.1 (a) occup. sensors Schedule with type and locations 'See Plans Yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans see Plans N.A. 1513.7 Hotel /motel controls Indicate location of room master controls Yes 1513.8 Commissioning Indicate requirements for lighting controls commissioning see specs EXIT SIGNS (Section 1514) Yes 1514 IMax. watts 'Indicate watts for each exit sign 15 watt LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Completed and attached. Schedule with fixture types, Attached Summary Form lamps, ballasts, watts per fixture Yes 1532 Exterior Lighting Completed and attached. Schedule with fixture types, Attached Summary Form lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS Section 1540 Yes 1540 Transformers Indicate size and efficiency see Plans If "no" is circled for any question, provide explanation: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Energy Metering Summary All Zones MTR -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Info Project Address COMPOSITE MANUFACTURING BUILDING 1 Date 4/28/2011 W 18TH STREET For Building Department Use PORT ANGELES, WA 98363 Applicant Name: K ENGINEERS, INC. Applicant Address: 208 THIRD STREET, LYNDEN, WA 98264 Applicant Phone: (360) 354 -4757 'Description I New Building Addition Alteration Change of Use Table 12 -1 Energy Meter Summary (enter values as applicable) Energy Service Service Capacity Total Meter for Building Meter Type Electric Service kVa Yes Q No Renewable Electric kVa Yes 0 No Gas Service kW Yes 0 No Steam Supply kW Yes 151 No Geothermal kW Yes 0 No Renewable Thermal kW Yes IS No Notes: Table 12 -2 Submeter Summary (required if 12 -1 threshold exceeded Energy Use Total Circuit Capacity Submeter Provided? Chiilers /heat pump kW Yes 0 No Package AC kW E Yes Q No HVAC fan kW Yes 0 No Exhaust fan kW Yes 0 No Makeup air fan kW Yes 0 No Pump Systems kW ❑Yes No Cooling Towers kW Yes U No Boilers, furnaces, kW 111 Yes No other heating General Lighting 27,386 kVA 0 Yes No Misc. Electric Loads kVA Yes El No Notes: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Energy Metering Text All Zones MTR -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 4 CHAPTER 12 ENERGY METERING 1201 General. All buildings shall comply with Chapter Master submetering with remote metering capability 12. Whole building energy supply sources shall be (including current sensors or flow meters) shall be metered to supply energy consumption data to the provided for the systems that exceed the thresholds in building owner to effectively manage energy. The Table 12 -1 to collect overall totalized energy use data for building shall have a totalizing meter for each energy each subsystem in accordance with Table 12 -2. source. Metering shall be digital -type meters for the main meter. 1202 Whole Building Energy Supply Metering. Meters Current sensors or flow meters are allowed for with remote metering capability or automatic meter submetering. For subsystems with multiple similar units, reading (AMR) capability shall be provided to collect such as multicell cooling towers, only one meter is energy use data for each energy supply source to the required for the subsystem. Existing buildings are building including gas, electricity and district stream, that allowed to reuse installed existing analog -type utility exceeds the thresholds listed in Table 12 -1. Utility company service /interval meters. company service entrance /interval meters are allowed to 1203 Metering: Where new or replacement systems or be used provided that they are configured for automatic equipment is installed that exceeds the threshold in Table meter reading (AMR) capability. 12 -1 or Table 12 -2, metering shall be installed for that system or equipment in accordance with Section 1201. TABLE 12 -1 ENERGY SOURCE METER THRESHOLDS Energy Source Main Metering Threshold Electrical service 500 kVA On -site renewable electric power 10 kVA (peak) Gas and steam service 300 kW (1,000,000 Btu/h) Geothermal 300 kW (1,000,000 Btu/h) heating On -site renewable thermal energy 10 kW (30,000 Btu/h) TABLE 12 -2 COMPONENT ENERGY MASTER SUBMETERING THRESHOLDS Component Submeteriiig Threshold Chillers/heat pump systems 70 kW (240,000 Btu/h) cooling capacity Packaged AC unit systems 70 kW (240,000 Btu/h) cooling capacity HVAC fan systems 15 kW (20 hp) Exhaust fan systems 15 kW (20 hp) Make -up air fan systems 15 kW (20 hp) Pump systems 15 kW (20 hp) Cooling towers systems 15 kW (20 hp) Boilers, furnaces and other heating 300 kW (1,000,000 Btu/h) heating equipment systems capacity General lighting circuits 15 kVA Miscellaneous electric loads 15 kVA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Building Permit Plans Checklist MTR -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address COMPOSITE MANUFACTURING BUILDING 1 (Date 4/28/2011 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 REQUIREMENTS (Sections 1201 -1203) N.A. 1201 Building Electric Meter Indicate electric totalizing meter for building N.A. 1201 Renewables Meters Indicate renewable generation totalizing meter N.A. 1201 Building Fuel Meters If oil, gas, steam, or other fuel used, indicate totalizing meter N.A. 1202 Energy Service Capacity Indicate building service capacity for each energy source N.A. 1202 Remote Metering Indicate totalizing meter type for energy sources over Table 12 -1 thresholds Yes 1202 Sub metering Indicate capacites of each component system (table 12 -2), if any SEE energy source exceeds Table 12 -1 submetering threshold PLANS N.A. 1202 Sub metering Indicate meters for each component system (table 12 -2), if any energy source exceeds Table 12 -1 submeterinq threshold If "no" is shown for any question, provide explanation: Mechanical Summary (back) MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 All Systems: No humidification? No Reheat? System Description If Heating /Cooling Constant vol? Split system? 84,000 Btuh? L Economizer See Section 1421 for full description of or Cooling Only: included? P Air cooled? ParkanPd RI/S7 135.000 Rtuh? Simple System qualifications. Coolina Cao =15 Btuh /ft 7 Heating Cap. 0 =10 Btuh /ft If Heating Only: <1000 cfm <30% outside air? Heating Cap. =10 Btuh /ft 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. C START Co. ap =15 B ft or Humidification Heat/Cool Eq. with or Reheat? H Cap =10 /ft Yes Yes No Heating /Cooling Air Cooled, System Type onstant Volu or Cooling Only Yes Heating Only Reference C Section 1421 Total IrN <1000 CFM Serving No cfm? Single Roo V O,00e Y:s Yes Package Unit Split System N. <30% OSA Cap 135,000 N. 84,000 Btuh? No Btuh Yes Yes Yes 'eatin. 0 •alifies a N. Cap 10 Yes— Econo N• Economizer :tuh /ft Included? Exception NQ (s- tion 1 Yes Yes Simple System Allowed (section 1420) Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex P Y Systems requirements are applicable to this project. Prepared By: RICE Group, Inc. 425 774 -3829 echanical Complex Systems Checkli MECH -COMP 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address POPA BLDG 1 ACTI Date 5/2/2011 `The following additional information is necessary to check a mechanical permit application for a complex mechanical For Building Department Use system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional 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, na) Section Component Information Required on Plans Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY N.A. 1431.1 'Field assem. sys. Provide calculations for total onsite energy input/output to equip. M3.0, Yes 1431.2 System Sizing Indicate equipment system sizing complies with 1431.2 M3.1 Yes 1432.1 Setback shut -off Indicate separate systems or show isolation devices on plans M1. Yes 1432.2.1 Air system reset Indicate automatic temperature reset operation sequence M1.0 N.A. 1432.2.2 Hydr. Sys. reset Indicate automatic temperature reset operation sequence N.A. 1432.3.1 Hydr. Var. Flow Indicate variable flow method for all applicable systems N.A. 1432.3.X Hydronic Isolation Indicate method of isolation for all applicable systems N.A. 1432.4 DDC Capabilities Indicate control capabilities including demand response setpoind adj. N.A. 1432.4 DDC data mgmt Indicate metering and trending capabilities. N.A. 1432.5 Pressure Reset Indicate static pressure reset for VAV systems Indicate economizer on equipment schedule or provide calculations to Yes 1433 Air Economizer M1 .0 justify exemption. Demonstrate higher efficiency equipment if required. N.A. 1433 Water Economizer Indicate water economizer and provide calculations showing compliance with 1413 if 1433 Exception 3 is utilized Yes 1434 Separate air sys. Indicate special requirement zones and indicate systems Ml 0 Yes 1435 Simul. htg. clg. Indicate method of prohibiting simultaneous heating and cooling, or Ml 0 state excpetion and show supporting calculations N.A. 1436 Heat recovery Indicate heat recovery of all applicable systems on plans; complete and attach heat recovery calculations Yes 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency M1. Yes 1438 Variable speed drives Indicate VS control or equivalent on schedules for all applicable equip. M1.0 N.A. 1438.1 Heat Rejection Indicate heat rejection equipment types and fan types N.A. 1438.2 Hot Gas Bypass Indicate cooling equipment staging and capacity modulation abilities N.A. 1438.3 Large Volume sys Indicate multiple system rooms indicate ventilation control N.A. 1439.1 Kitchen Hoods Indicate source and conditioning of make -up air N.A. 1439.2 Laboratory Exhaust Indicate HR, VAV, semi conditioned makeup, or CERM calc If "no" is circled or any question, provide explanation: Decision Flowchart Use flowchart to determine how the requirements of the Complex Systems Option apply to the project. Start Here Refer to the indicated Code sections for complete information on the requirements. Section 1411.1 •s /Oil Furna •ace 501 Air System Equipment Efficiency No ny Fuel Furnac- ield- Assemble• No input> 225,000 N. with Design 25 N. Shall Meet Tables atuh or An U input 225,000 people per Equipment? N Serving Multiple 14 -1A through 14 -1G y Btuh? -eate 000SF Zones? Yes Yes Yes Yes Yes 1411.1 IID &Power Section 1411.1 Section 1412.8 Section 1431.1 Section 1432.2.1 Venting or Damper. 0.75% Maximum Ventilation Controls Calculations of Total Supply Air Reset If input 225,000 Jacket Loss for High- Occupancy On -Site Energy Input Controls Required Btuh then 1412.6 Areas Ouput Required Modulating Controls Required (continued on back) Prepared By: RICE Group, Inc. 425 774 -3829 Mechanical Complex Systems (back), MECH -COMP 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Section 1432.3.2 Total Section 1432.2.2 Section 1432.3.1 dronic Syste Hydronic Yes through 1432.3.5 •ump HP 3 H•, Water System Device Isolation or HP >1.5 and Yes Variable Flow Heated or Cooled Yew► Temperature Required ontrol v- ,es Design Required 300,000 Btu. Reset Required q No No k V Section 1433 s DC Present Section 1432.4 Mechanical Economizer Total Cooling DDC Required With Cooling? Required 780kBtuh Trending and Demand Response No No 1 Supply OSA Section 1436.1 Section 1436.2 =5000 CFM Yes* 50% Effective Heat Steam System Yes* Condensate Recovery Required Recovery Required No No •emot- Section 1436.4 4 Hour Ops, Section 1436.3 Refrigeration Yes Refrigeration .•ter Cooled Condens Ye Condenser Heat Condensers Condenser Heat >1,50e :tuh, Servi Water Recovery Required 500kBt Recovery Required >'•OkBt No No 1 Section 1435 ystem o Section 1438.3 ystem or Zones Zone Controls Must ystems serving Controls Must w/ Simultaneous Yes* Reduce Supply Air a room have Yes—* Reduce Airflow When tg. Clg.? Quantity Before 10,000 CF 0 System In Not Reheating /Recooling ppl Heating or Cooling No No Fan or Pump Section 1438 otor Incl. in Multi -speed Section 1437 p Motors Must Meet Motors 7.5 Yes* Variable Flow Eqpmt. Covr'd by N. Motor in Multi- Nom HP? Devices Required Tbl 14- 1A -14- •eed system? Efficiencies in 1G? Table 14-4 Yes No Yes Yes 4 otal Bld.. Laboratory Yes Section 1439.2 Exhaust 5,000 cfm? One Required: a. Heat Recovery per No 1439.2 b. 50% VAV Exhaust Make -up then Exhau Section 1439.1 c. 75% Direct Makeup w/ Hood 1,000 Yes* No Heating or Tempering Only cfm? Cooling for at Least d. Combined Energy 50% of Make -up Air Reduction Qer> =Qmin 1 I No Yes Yes DONE Prepared By: RICE Group, Inc. 425 774 -3829 Mechanical Permit Plans Checklist MECH -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address POPA BLDG 1 ACTI I Date 5/2/2011 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 I Code Location I Building Department (yes, no, na Section Component onent Information Required uired on Plans Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance Yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M1.1 N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper jacket loss N.A. 1411.1 Air cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water cooled chiller Full -load and NPLV values adjusted for any non standard condiitons Yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M1.1 N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans M3.0,3. Yes 1412.2 Deadband control Indicate 5 degree deadband minimum Ml 0 N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability required setback M1.0 Yes 1412.4.1 Dampers Indicate damper location, leakage rate, control type, max. leakage M3.0,3. Yes 1412.4.2 Optimum Start Indicate optimum start controls M1.0 Yes 1412.5 Heat pump control Indicate heat pump thermostant outdoor lockout on schedule Ml 0 N.A. 1412.6 Combustion heating Indicate modulating or staged control Yes 1412.7 Balancing Indicate balancing features on plans M3 .0 3. Yes 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas M1.0 N.A. 1412.9 Loading Dock Indicate enclosed loading dock parking garage ventilation system Garage Ventilation activation and control method. Yes 1422 Thermostat interlock Indicate thermostat interlock on plans Ml 0 Yes 1 1432.2.1 (Temperature Reset (Indicate temperature reset method M1 0 1413 Air Water Economizers Yes 1412.1 Single zone systems Indicate multiple cooling stage control capability. M1.0 Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M1.0 N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load equipment performance data. Yes 1413.3 Integrated operation Indicate capability for partial cooling M1.0 N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures and sealing requirements Ml 0 Yes 1414.1 Duct testing Indicate testing required M1.0 Yes 1414.2 Duct insulation Indicate R -value of insulation on duct M1.0 1415 Piping Systems Yes 1415.1 Piping insulation 'Indicate R -value of insulation on piping IM1.0 I 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements M1.0 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. M1.0 Yes 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training M1.0 Yes 1416.3.5 Comm. Report Indicate requirements for final commissioning report M1.0 Yes 1416.4 Compliance Chklist Submit to building official upon substantial completion. Ml 0 Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, Yes efficiency, cfm, hp, economizer Prepared By: RICE Group, Inc. 425 774 -3829 .Mechanical Permit Plans Checklist Continued. MECH -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address POPA BLDG 1 ACTI !Date 5/2/2011 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, na) Section Component Information Required on Plans Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. Yes 1441 Elec. water heater Indicate R -10 insulation under tank M1.0 N.A. 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace Yes 1443 Pipe Insulation Indicate R -value of insulation on piping M1.0 N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as of peak service water demand. N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R -12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401 -1424 or 1440 -1465 provide explanation: Prepared By: RICE Group, Inc. 425 774 -3829 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary PRJ -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address COMPOSITE MANUFACTURING BUILDING 1 Date 4/28/2011 W 18TH STREET For Building Department Use PORT ANGELES, WA 98363 Applicant Name: K ENGINEERS, INC. Applicant Address: 208 THIRD STREET, LYNDEN, WA 98264 Applicant Phone: (360) 354 -4757 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary Zone 1 Non Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address PAPA -BLDG1 -ACTI Date 5/2/2011 2138 West 18th Street For Building Department Use Port Angeles, WA 98363 Applicant Name: carletti Architects ApplicantAddress: 116 East Fir Street, Suite A, Mt. Vernon, WA 98273 Applicant Phone: 360- 424 -0394 (360- 424 -5726 FAX) Project Description New Building Addition Alteration Change of Use Prescriptive 0 Component Performance Seattle EnvStd Compliance Option (See Decision Flowchart (over) for qualifications) Systems Analysis Occupancy Group Nonresidential 0 Multifamily Residential Climate Zone O Climate Zone 1 Climate Zone 2 See WSEC 302.3 for county list) Fenestration Area Total Fenestration Calculation (rough opening) Gross Exterior These fenestration and wall values are (vertical overhd) divided by Wall Area times 100 equals Fenestration calculated per inputs provided in the ENV UA form. In the electronic form these cells 436.0 12384.0 X 100 3 5% a""tn fig and canvof be eh fed 0 yes Allowable if project meets all requirements as defined in section 1310.2: Only allowed as prescriptive Semi Heated Path path and must be calculated separately from other conditioned spaces. Limited to reduced wall no insulation levels. Requires other fuel heating and qualifying thermostat. Envelope Requirements (enter values as applicable) Envelope Requirements continued Minimum Insulation R- values Maximum U- factors Roofs Insulation Above Deck Vertical Fenestration Roofs Metal Building R -25 R -11 LS Non -Metal Frame Roofs Single Rafter Metal Frame Roofs Attic and All Others Entrance Door Walls Mass R -25 is Skylights Without Curb Walls Metal Building Skylights With Curb Walls Steel Framed Opaque Doors Swinging 0.20 Walls Wood Framed and Other Opaque Doors Non Swinging 0 .25 Floors Mass Maximum SHGC (or SC) Floors Steel Joist Vertical Fenestration Floors Wood Framed and Other Non -North Maximum F- factors North Slabs -on -Grade Unheated 0.73 Skylights Slabs -on -Grade Heated Notes: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary (back) Zone 1 Non- Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised Feb nary 2011 Minimum Requirements Use table to determine if project qualifies for the optional for Prescriptive Option Prescriptive Option. All components must meet the stated Clinmate Zone C1imate Z "one l Climate Zone2 Nonrestdenttal Restdenttal, Other'r [han Nonresrdenttat Restdei►tral, Other than Occu anc Grou Single'Family Smgle jam ly P y I" Opaque Elementsb 3 z Insulation Min. R,Value Roofs Insulation Entirely above Deck R -30 c.i. R -38 c.i. R -38 c.i. R -30 c.i. Metal Building R -25 R -11 Ls R -25 R -11 Ls R -25 R -11 Ls R -25 R -11 Ls Single -Rafter R -38 R -38 R -38 R -38 Attic and Other R -38 adv or R -49 R -38 adv or R -49 R -38 adv or R -49 R -38 adv or R -49 Walls, Above -grade Mass R -5.7 c.i. t R -11.4 c.i. 1 R -7.6 c.i. R -13.3 c.i. Metal Building R -13 R -7.5 c.i. R -19 R -8.5 c.i. R -13 R -7.5 c.i. R -19 R -16 c.i. Steel Framed R -13 R- 7.5c.i. R -19 R -8.5 c.i. R -13 R -7.5 c.i. R -19 R -14 c.i. Wood Framed and Other R -21 R -13 R- 6 c.i. R -13 R -7.5 c.i., or R -21 R -5 c.i. R -21 R -2.5 c.i. Below Grade Wall Same as above grade Same as above grade Floors Mass R -30 c.i. R -30 c.i. R -30 c.i. R -30 c.i. Steel Joist R -38 R -4 c.i. R -38 R -4 c.i. R -38 R -4 c.i. R -38.0 R -4 c.i. Wood Framed and Other R -30 R -30 R -30 R -30 Slab -On -Grade Floors Unheated R -10 for 24 in. (with R -10 for 24 in. (with R -10 for 24 in. (with R -10 for 24 in. (with thermal break) thermal break). thermal break) thermal break) Heated R -10 c.i.(with thermal R -10 c.i. (with thermal R -10 c.i. (with thermal R -10 c.i. (with thermal break) break) break) break) Opaque Doors Maximum U Factor Swinging U -0.600 U -0.400 U -0.600 U -0.400 Non Swinging U -0.600 U -0.400 U -0.600 U -0.400 Fenestration 0 of Wall Assembly; Maximum UVfactor (NFRC Rated} Vertical Fenestration Nonmetal framing U -0.32 U -0.32 U -0.32 U -0.32 Metal framing U -0.40 U -0.40 U -0.4p0 U -0.40 Entrance doors U -0.60 U -0.60 U -0.60 U -0.60 Skylights Without curb (i.e. sloped U -0.50 U -0.50 U -0.50 U -0.50 With curb (i.e. individual unit U -0.60 U -0.60 U -0.60 U -0.60 Fe A ssembly Maximum?SHGCFactor nestr "a "tion,0- �iD %,of.Wali,,.•:' Vertical Fenestration SHGC -0.40 all, OR No Requirement SHGC -0.40 all, OR No Requirement SHGC -0.45 all PLUS SHGC -0.45 all PLUS permanent PF 0.50 on permanent PF 0.50 on west, south, east west, south, east Skylights SHGC -0.35 SHGC -0.35 SHGC -0.35 SHGC -0.35 The following definitions apply: c.i. continuous insulation, Ls liner system (see definitions) Footnote 1: Zone 1, nonresidential walls may be ASTM C90 concrete block walls, ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or less on center horizontally, with ungrouted cores filled with material having a maximum thermal conductivity of 0.44 Btu- in/h-ft2• °F. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA Calculations Zone 1 Non Resident ENV -UA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address poPA -BLDG1 -ACTT Date 05/02/2011 Occupancy Group Nonresidential 0 Multifamily residential Clear For Building Department Use Climate Zone Zone 1 0 Zone 2 Fenestration Area as gross exterior wall area 3.5% Max. Target: 40.0% Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV -SHGC form. 2: U- factors shall come from chapter 10 or calculated per 1332. See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Proposed UA Target UA Provide assembly ID page /plan for each bldg. element U- factor x Area (A) UA (U x A; U- factor x Area (A) UA (U x A) Y R= ID: 0.034 8 R= ID: AboveiDeck Insulation U 0 0 3 4 Q `�2 R= ID: m R= ID: Liner system w/ thermal block 0.031 25345 785.7 0.031 25345 1 785.7 m R= ID: Metal Building .:::y=0:031 �Fe 0 R= ID: 4 R= ID: 0.027 I t R= ID: Single raft, attic other U -0027 R= ID: E R= 25 ID: Banded Liner System 0.060 11556 693.4 0.064 11556 1 739.6 LL R= ID: Steel frame /metal bldg U-0.064 R= ID: F o R ID: Q r R= ID: 0.057 I O R= ID: Wood Frame other U-0 057 76 R= ID: R= ID: 0.150 O N R= ID: MassWall 0150 m R= ID: R= ID: Proposed assembly U- factor from Tables 10 -5 thru 10-5B R= ID: 0.150 I O 0 R= ID: Assumed to be Mass Wall '04):150 m R= ID: nt c7 Proposed assembly U- factor from Tables 10 -5 thru 10 -5B. Do NOT use Table 10 -1. U= 0 .2 ID: Insulated Mandoors 0.200 168 33.6 0.60 392 235.2 Sr z p2 U=0.25 ID: Insulated Overhead Door 0.250 224 56.0 AII'Doo ,,U 0 60 R= ID: 0.029 o R= ID: Floors 'W=0. 029 R= ID: F- factor x Perimeter I UA(U x A) F- factor x Perimeter UA (U x A) a R= ID: Uninsulated slab 0.730 700 511.0 0.540 700 378.0 a a R= ID: Slab On Gra de U-0.540 N L S R= ID. 9 0 R= ID: 0.360 iiS o a R= ID: Heated Slab On ,,U 0 I Proposed assembly F- factors can use the unheated values in Table 10 -2 *Zone 1 CMU walls meeting Table 13 -1 Footnote 1 can be entered Area UA Area UA with U -value of 0.15 rather than Table 10 -5b values. Plans must Page 1 claarly cfata fnntnnfa rani iiramanfc Subtotal I 37993 2080 37993 2138 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA, continued. Zone 1 Non- Residential ENV -UA Project Address POPA- BLDG1 -ACTI Date 05/02/2011 Fenestration Area as gross exterior wall area 3.5% Max. Target: 40.0% For Building Department Use Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV -SHGC form. 2: Provide NFRC or Table 10 -6 U- factor (See Section 1312.1) for fenestration assemby (combined fro ma onrl No jinn ncrfnrmonrcl See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Proposed UA Target UA Provide assembly ID page /plan for each bldg. element U- factor x Area (A) UA (U x A; U- factor x Area (A) UA (U x A) E U= ID: 0.40 I 2 U= ID: Metal Frame L 8 Z ID: ,,,U-0.40 (2 U= ID: .;A fi.' m U= 0.32 ID: Dbl 1/2” argon fit LowE vynil 0.32 275 88.0 0.32 275 88.0 TA m U= ID: Non Frame u- o U= ID: U0 o Z U= ID: m r c U 0.6 ID: Storefront site -built entry/window 0.60 161 96.6 0.60 161 96.6 t U= ID: Metal Entance Door aa) U= ID: U-0.60 1 x N U= ID: U= ID: 0.50 U= ID: Without. Curb"" o o U= ID: t U050 2 Z rn U= ID: i '.'''''4,:1 U= ID: 0.60 1 I cd v U= ID: Including Curb" l U= ID: U -0 60 k U= ID: l' Area UA Area UA Page 2 Subtotal 436 185 436 185 Page 1 Subtotal 37993 2080 37993 2138 To comply: Total 38429 2264 38429 2323 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily SHGC Calculation Zone 1 Non Residential ENV -SHGC 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address POPA —BLDG1 —ACTT Date 05/02/2011 Fenestration Area as gross exterior wall area 3 5% prop. 40 Max.Target For Building Department Use Prescriptive PF Credit 0 Yes 0 No Vertical North Facing Credit (1323.3 Exp. 2) 0 Yes 0 No Notes: To comply the Proposed total SHGC x A for all fenestration (vertical skylights) shall not exceed Target total SHGC x A. If the north facing credit is used then the north and non -north must comply separately with skylights being included with the non -north vertical fenestration. Skylights Proposed SHGC Target SHGC List ID page NFRC or glass only SHGC* x Area (A) SHGC x A SHGC x Area (A) SHGC x A ID: 0.35 ID: Criteria SHGC ID: All' f 2 035 ID: ID: 11. Note: Manufacturer's SC may be used in lieu of SHGC. Totals Totals Nonresidential compliance is based upon combined skylight and vertical fenestration performance. Residential compliance is based upon skylight only. All Non North Vertical Fenestration Proposed SHGC Target SHGC List ID page NFRC or glass only SHGC+ PF PF Adjusted x Area (A) SHGC x A SHGC x Area (A) SHGC x A Mult' SHGC ID: 0.40 1.00 0.40 436 174 0.40 1 436 174.4 ID: 0,15,1tIG SHGC ID: Ally En E 0 40 ID: Prescriptive PF t4 '0:45 ID: ID: ID: ID: ID: +Note: If projection factors or north vertical glazing credit are used Totals 436.0 174.4 Totals 436.0 174.4 then vertical fenestration must be entered according to orientation. If neither are used then ventical fenestration can be entered in either section. Non -North Total 174 4 174.4 Note: Manufacturer's SC may be used in lieu of SHGC. Fenestration that separates conditioned space from a non conditioned or semi conditioned space shall be listed here with a proposed SHGC equal to the target value. North Vertical Fenestration Proposed SHGC Target SHGC List ID page NFRC or glass only SHGC+ PF PF Adjusted x Area (A) SHGC x A SHGC x Area (A) SHGC x A Mult' SHGC ID: ID: Cntefia Mixed North ID: Orientation ;ASeparate ID: Alt 0.40 0 45 ID: PreScrpt Pf 0 .4 45 0.50 ID: North Total For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A. If north glazing credit is used then north facing vertical fenestration must comply Area SHGC x A Area SHGC x A separately from non -north vertical fenestration and skylights. Grand 436.0 174.4 Grand 436.0 174.4 Total Total 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily. Target Area Adjustment Calculations 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised Feb nary 2011 'Project Address POPA -BLDG1 -ACTT Date 05/02/2011 If the total fenestration area as a of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. SKY= Skylight. Refered to as overhead glazing in WSEC 1333 1334 and equations 13 -1 13 -2. VF vertical fenestration. Refered to as vertical glazing in WSEC 1333 1334 and equations 13 -1 13 -2. ONW net wall (excludes fenestration, BG, and doors.)ODBG Doors and below grade wail. ❑Total Fenestration SKY VF.OGross Exterior Wall Area= VF NW DBG Proposed Areas Above Grade Walls Doors BG Walls Fenestration SKY= VF 436.0 1.1 10M0 Opaque NW= 11556. 0 DBG: 392.0 Gross Exterior Max Fenestration Maximum Target Wall Area (Table 13 -1) Fenestration Area 12384.0 I X I 40.0% I- 1 100 I= 1 4953.6 I i Total Fenestration Maximum Target �xcess Fenestration 0 Excess Fenestration I 436.0 I— I 4953.6 I= I 4517.6 I lesser I 1 4517.6 /c Total Fenestration Excess Fenestration Target Fenestration Total Fenestration Target VF Multiplier Apply to all Proposed I 436.0 I I 1 1 436.0 I I 436.0 I I 1.00 I Fenestration Areas to get Target Fenestration Area Net AG Wall Area Excess Fenestration Target Net Wall Area Net Wall Target Net Wall Mult. Apply to all Proposed 11556.0 I I 1 1 11556.0 I 11556.0 I I 1.00 I Opaque A W Areas to g et T Area Vertical Fenestration Proposed Area Target VF Mult. Target Area metal frame X 1P!,' F non -metal frame 275. 0 X 1.00 275, 0 metal entrance 161 0 X 1.00 161 0•i Skylight Proposed Area Target VF Mult. Target Area without curb X®' Target areas in shaded boxes shall be used as with curb X target areas on ENV -UA. AG Wall Proposed Area Target Net Wall Mult. Target Area Steel Frame /metal 11556. 0 X 1 00 11556', 0 Wood /Other frame X p Mass X Sum of Proposed I 11992.0 I Sum of Target 11992 I Sum of Proposed must equal Sum of Target. SHGC Calculation Proposed Area Target VF Mult. Target Area Skylights (all) X SHGC target areas in d oxes a Non -North Vertical Fenestration 436.0 X 1.00 436 0 entered as b target sh a reas be North Vertical Fenestration X trc ;.j on ENV -SHGC 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009. Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address COMPOSITE MANUFACTURING BUILDING 1 Date 4/28/2011 w 18TH STREET For Building Department Use PORT ANGELES, WA 98363 Applicant Name: K ENGINEERS, INC. Applicant Address: 208 THIRD STREET, LYNDEN, WA 98264 Applicant Phone: (360) 354 -4757 Project Description n New Building Li Addition n Alteration 0 Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive LPA spaces clearly on plans.) Alteration Exceptions No changes are being made to the lighting and space use not changed (check appropriate box sec. 1132.3) U Less than 60% of the fixtures new, installed wattage not increased, space use not changed. Maximum Allowed Lighting Wattage Location Allowed Gross Interior (floor plan /room Occupancy Description Watts per ft Area in ft Allowed x Area Production area Manufacturing 1.20 20924 25109 Offices Misc. Spaces Office building 0.91 4016 3655 From Table 15 -1 (over) document all exceptions on form LTG -LPA Total Allowed Watts 28763 Proposed Lighting Wattage Location Number of Watts/ Watts (floor plan /room Fixture Description Fixtures Fixture Proposed Production area Fluor. Industrial, 6 Lamp, 8' Long (Type M ME) 89 171 15219 Fluor. Wraparound, 2 Lamp, 4' Long (Type G) 1 59 59 Exit /Emerg. Sign, LED (Type Y) 6 5 EXEMPT Offices Misc. 3 Lamp, Troffer, roer, am 2 x 4' (Type A) p' (T 35 89 3115 Fluor. Troffer, 2 Lamp, 2' x 4' (Type B) 2 59 118 Fluor. Troffer, 2 Lamp, 2' x 2' (Type C) 2 32 64 Fluor. Strip, 2 Lamp, 4' Long (Type F) 3 59 177 Fluor. Wraparound, 2 Lamp, 4' Long (Type G) 4 59 236 Fluor. Bathroom Bracket, 2 Lamp, 2' Long (Type J) 3 59 177 Fluor. Industrial, 4 Lamp, 8' Long (Type N) 3 112 336 Exit /Emerg. Sign, LED (Type Y) 1 5 EXEMPT Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 19501 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 line voltage 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. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage Other Qualification Checklist Lighting Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other" and fixture Fixtures answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, the space is not limited by Code. Clearly 1521) c) 5 -60 watt T -1, T -2, T -4, T -5, T -8, or CFL lamps, and d) hard -wired electronic indicate these spaces on plans. If not dimming ballasts. Screw -in CFL fixtures and tracking lighting 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 /ft`) Use' LPA` (W /ft`) Automotive facility 0.85 Office buildings, office /administrative areas in facilities 0.91 of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', 1.20 Police and fire stations 0.90 restaurants /bars Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail retail banking, mall concourses, wholesale 1.33 stores (pallet rack shelving) Exercise center 0.95 School buildings (Group E Occupancy only), school 1.00 classrooms, day care centers Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1.20 Transportation 0.80 1 -2 Occupancies Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified 1.62 Workshops 1.20 "laboratory" shall meet office and other appropriate categories) Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and 0.80 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 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 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 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ft 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 /ft 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 lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all 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). This additional lighting power is allowed only if the lighting is actually instated and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually instated. 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. i .t 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info PrOj AddreS COMPOSITE MANUFACTURING BUILDING 1 Date 4/28/2011 W 18TH STREET For Building Department Use PORT ANGELES, WA 98363 Name: K ENGINEERS, INC. Appl. Name 208 THIRD STREET, LYNDEN, WA 98264 Appl. Phone (360) 354 -4757 Project Description 0 New Addition Alteration El Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Lighting Zone O Zone 1 Zone 2 O Zone 3 O Zone 4 (as specified by Jurisdiction) (Compliance Option Lighting Power Allowance 0 Systems Analysis Building Grounds Efficacy 60 lumens/W Controlled by motion sensor (luminaires 100 Watts) Exemption (list) Alteration Exceptions No changes are being made to the lighting and space use not changed. (check appropriate box sec. 1132.3) Less than 60% of fixtures are new, installed wattage not increased, space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance:I 600 I Allowed Watts Area (W), perimeter Allowed Watts Tradable Surfaces Description per ft or per If (If) or of items x ft2 (or x If) Entry Canopies Entry Canopy 0.25 W /ft2 878 220 Other Entries 20 W /LF of door widt 30 600 I Total Allowed Tradable Watts: 820 Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Number of Watts/ Watts Surface Fixture Description Fixtures Fixture Proposed Canopy Surface Lights Fluor. Enclosed Wrap, 2 Lamp, 4' Long (Type E 7 59 413 Canopy Recessed Lights Fluor. Recessed Downlight 2 6 18W (Type L) 2 36 72 Entry Doors Fluor. Exterior Sconce 1 6 26W (Type R) 6 2 156 Entry Doors Exterior Sconce, 1 0 ,70W, MH (Type S) 1 80 80 Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: 721 the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non tradable categories. Non Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: I 600 I Allowed Watts Area (ft perimeter Allowed Watts Non Tradable Surfaces Description per ft or per If (If) or of items x ft (or x If) Non Tradable Proposed Lighting Wattage Number of Watts/ Watts Surface Fixture Description Fixtures Fixture Proposed Non tradable proposed watts may not exceed allowed watts for any individual Total excess Non Tradable watts: 0 surface unless the total excess watts for all non tradable surfaces are less than the 600 remaining site allowance. Site Allowance Balance: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back) LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 TABLE 15 2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Specific area description Zone 1 Zone 2 Zone 3 Zone 4 Base site allowance' 500 W 600 W 750 W 1300 W Tradable Surfaces 2 l Uncovered Parking Parking lots and drives 0.04 W /ft 0.06 W /ft 0.10 W /ft 0.13 W/f1 Areas Building Grounds Walkways less than 10 ft wide 0.7 W /linear 0.7 W/ 0.8 W/ 1.0 W/ foot linear foot linear foot linear foot Walkways 10 ft wide or greater 0.14 W /ft 0.14 W /ft 0.16 W /ft 0.2 W/ft Plaza areas Special feature areas Exterior Stairways 0.75 W /ft 1.0 W /ft 1.0 W /ft 1.0 W/ft Pedestrian tunnel 0.15 W /ft 0.15 W /ft 0.2 W /ft 0.3 W /ft Landscaping 0.04 W /ft 0.05 W /ft 0.05 W /ft 0.05 W /ft Building Entrances 20 W/linear 20 W/linear 30 W/linear 30 W/linear and Exits Main entries foot of door foot of door foot of door foot of door width width width width Other doors 20 W/linear 20 W/linear 20 W/linear 20 W/linear foot of door foot of door foot of door foot of door width width width width Entry canopies 0.25 W /ft 0.25 W /ft 0.4 W /ft 0.4 W /ft Sales Canopies Free standing and attached 0.6 W /ft 0.6 W /ft 0.8 W /ft 1.0 W /ft Outdoor Sales Open areas' 0.25 W /11 0.25 W /ft 0.5 W /ft 0.7 W /ft Street frontage for vehicle No 10 W/linear 10 W/linear 30 W/linear sales lots in addition to' open Allowance foot foot foot area allowance Non- Tradable Surfaces' Building Facades No Allowance 0.1 W /ft for 0.15 W /ft for 0.2 W /ft for each each each illuminated illuminated illuminated wall or surface' wall or surface wall or surface Automated teller machines and night depositories 270 W per 270 W per 270 W per 270 W per location' location' location' location Entrances and gatehouse inspection stations at guarded 0.75 W /ft of covered uncovered area facilities Loading areas for law enforcement, fire, ambulance 0.5 W /ft of covered uncovered area and other emergency service vehicles Material handling and associated storage No Allowance No Allowance 1 No Allowance 0.5 W/ft Drive -up Windows Doors 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. P Lf 1 (64. Fla C *-1411 Yi A, ye 4 Tr;/ 3 ;xi 4 4 (e,A 9,0 a d e 1.1t .s.4 4 vpi 014 te:.6t v i H 14 Ria 1).4 j/1 9 ca AT'il r 1 Y/ I ptl t 7 1 W q 0 3p__3 9 9 ci■ 4 V0 3 4 0100 9 pr P 4D 4,4 9 e r&s /0 A-( 2 Co��os r ,s 2.0 v 2 P-9- 4- Na.ck r .1 ✓,4,1 7Od k. 3 sic r n t r% �O a r/ "2--5 S h o w W cLf yvr r -t. t vvt Ltrr( O J �-P /c/ vi 4o c lit e vt i z troirtql0 1 16 ,6 4 or .5;, up:. i ce; %z 4, C Jae -tT //e d (y) j-w vn l T� p G 6^�cd 3 f m z <I Uh f o r f 71r .7 b-, I�a cc �o�oy s /IGz G( w t G/ s 6 /D /1(7 i/, I -ea r 3 `if n ea It _5 3 /f/ j9..r 1j' D t A -.9C z" 04' 6-vav; /6./ rt. �o lC z te V o is 7 c�c ti e u -e- 3 cv, O fi P .6 47._ Footing Design Check Gene H. Unger, P.E. Port of Port Angeles Gene Unger Engineering, LLC. Composits Building 1401 W. 7th Port Angeles, WA. 98363 Location: Airport Port of Port Angeles (360) 452 -2098 Parcel No.: 063000 111900 Job No. 11023 August, 2011 Location Grid Hor. Hor. Hor. Hor. Uplift Vert. Footing Left Right In Out Down 0/0/0 10 -F 9.5 8.9 1 1 10 14.4 6'x6'x2.5' 20/0/0 10 -E 2.4 2.7 11.7 12.4 w /(4) 3/4x14.5 40/0/0 10 -D 2.6 3.1 6.3 14.7 Anchor Bolts 60/0/0 10 -C 2.6 3.1 6.3 14.7 80/0/0 10 -B 2.3 2.6 11.7 12.4 100/0/0 10 -A 8.9 9.5 1 1 10 14.4 0/0/0 9 -F 22.9 56.3 16.5 48.8 8.5'x8.5'x2.5' 100/0/0 9 -A 56.3 22.9 16.6 48.8 w /(4) 1- 1/2x28 0/0/0 8 -F 15.1 59 23.6 16.6 48.6 Anchor Bolts 100/0/0 8 -A 59 15.1 24.6 14.3 48.6 0/0/0 7 -F 15.1 59 21.3 12.9 48.6 100/0/0 7 -A 59 15.1 21.8 13.1 48.6 0/0/0 6 -F 15.1 59 23.7 15.7 48.6 100/0/0 6 -A 59 15.1 12.9 48.6 0/0/0 5 -F 15.8 59 22.7 17.4 48.6 100/0/0 5 -A 59 15.8 23.2 14.5 48.6 0/0/0 4 -F 16.5 59 16.7 48.6 100/0/0 4 -A 59 16.5 23.1 18.3 48.6 0/0/0 3 -F 16.6 59 22.2 15.1 48.6 100/0/0 3 -A 59 16.6 21.7 15.1 48.6 0/0/0 2 -F 15.7 56.5 25.5 17.8 46.9 100/0/0 2 -A 56.5 15.7 24.6 17.8 46.9 0/0/0 1 -F 1.2 1.1 2.1 4.1 5'x5'x2' 20/0/0 1 -E 2.3 2.5 4.8 10.1 w /(4) 3/4x14.5 40/0/0 1 -D 2.5 2.8 4.1 10.3 Anchor Bolts 50/0/0 18/2/0 7.2 7.2 60/0/0 1 -C 7.2 2.5 2.8 4.6 9.6 80/0/0 1 -B 7.2 2.3 2.5 5.2 10.1 100/0/0 1 -A 1.1 1.2 2.1 4.1 11023FL Page 1 I y t )l d z3 W �Yt /od rx/ b /o a X z x ,'t rz J s_, h •o f ,r1` o1 67X /hs; ierreto fl Co/urn,/ 4 66 p �e s rgfr --1 Jed z 4.( 6'✓`� /�o er f✓ e /.4'9. sr 2° Jco zz ft. "4 N a v�r v' r,( 4 .dEa_-,tt so(zs�r�(so7 i F Zg 75 ©00 /bs- �4 s /e 0//7 5 7 plat itcts 0 0 Co, 795 3 A e rs z,3 07,U) 8C5 (3,5) C 3 /y 34 r /bs, 0) 9 iy4, 7C— Pt,y-- 3 d WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN Z WoodWorks® Shearwalls 9.0 11023Lat.wsw May. 20, 2011 11:21:23 Project Information COMPANY AND PROJECT INFORMATION Company Project Gene Unger Engineering LLC. Port of Port Angeles 1401 W. 7th St. Composite Manufacturing Port Angeles, WA 98363 Bldg. 1 360 452 -2098 DESIGN SETTINGS Design Code Wind Standard Seismic Standard IBC 2009 /AWC 2008 SDPWS ASCE 7 -05 All heights ASCE 7 -05 Wind Capacity Increase ASD Load Combinations Building Code Capacity Reduction Shear C &C Panels 0.70 Seismic Wind Seismic 1.40 1.60 1.00 Wind 1.00 1.00 Service Conditions and Load Duration Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 T< =100F 19% 10% 4.00 Maximum Height -to -width Ratio Wood panels Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 2.0 1.5 Ignore non wood -panel shear resistance contribution... Collector forces based on... Wind Seismic Hold -downs Applied loads Never Never Drag struts Applied loads Shearwall Relative Rigidity: Designed stiffness using flexible distribution Design Shearwall Force /Length: Based on wall rigidity /length Case 2 rigid diaphragm Toad distribution: 75% loads, torsional moment SITE INFORMATION IBC Occupancy ASCE 7 Equivalent Category II All others Category II All others Wind Seismic ASCE 7 -05 general analytic method for all bldgs ASCE 7 -05 equivalent lateral force procedure Design Wind Speed 100mph Structure Type Regular Exposure Exposure c Design Category D Enclosure Enclosed Site Class D Topographic Information [ft] Spectral Response Acceleration Shape Height Length Si: 0.500g Ss: 1.250g Fundamental Period E -W N -S Site Location: T Used 0.145s 0.145s Approximate Ta 0.145s 0.145s Maximum T 0.174s 0.174s Response Factor 2.00 2.00 Fa: 1.0 0 Fv: 1.5 0 1 WoodWorks® Shearwalls 11023Lat.wsw May. 20, 2011 11:21:23 7 Structural Data STORY INFORMATION Hold -down Story Floor /Ceiling Wall Length subject to Bolt Elev [ft] Depth [in] Height [ft] shrinkage [in] length [in] Ceiling 15.00 0.0 Level1 1.00 6.0 14.00 9.8 10.6 Foundation 0.50 BLOCK and ROOF INFORMATION Block Roof Panels Dimensions [ft] Face Type Slope Overhang [ft] Building 1 1 Story E -W Ridge Location X,Y 0.00 0.00 North Side 4 7 0.00 Extent X,Y 250.00 100.00 South Side 4.7 0.00 Ridge Y Location, Offset 50.00 0.00 East Gable 90.0 0.00 Ridge Elevation, Height 19.08 4.08 West Gable 90.0 0.00 2 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN jy. 11023Lat.wsw WoodWorks® Shearwalls 9.0 May 20, 2011 11:14:06 Level 1-of-1 1-55' 150' 145' 1 -40' 135' X47 130' —1 I PI I -I -I -F I -N I -I I- I- -I-I N 115' 140! C C 7 27.3 105' �-'ka 7-707 _B-1 -95' _CA_ 95' o -90' 85 M -80' N o t -75' a o N 70' v co v 65' co 60' co co 55 c�. oN 50' N U U 45' d O O 0 0 0 0 0 0 '5 N 35' sr 0 0 v 30' t t 25' o c° o a ro ro o co 20' E) (1+ u+ ca n- as o 15' co cst v v v v v v v a cv 1 0' g� 7707 ,,F:, 1 6� 1 �ro�� 1 �0 k 0' �'sp C &C22.2/27.3 5 -10' IIIII1111 1111 I1111111I1111111111111I11 -25' 74.6 -30' -35' -40' -45' -50' -55' -60' -65' -70' -75' -80' -85' -90' 565016403€3E 016105'0' 51 01 2 C2530353015g03`50357 V C853C95nt 51'01 1$ffi OA r.i0i:� aLl...i.�::r0. ••.1:+..� ∎ViViV Factored shearline force (Ibs) LLB Unfactored applied shear load (plf) Factored holddown force (Ibs) 03)-® Unfactored dead load (plf,lbs) C Compression force exists 0 Uplift wind Toad (plf,lbs) Vertical element required —II Applied point load or discontinuous shearline force (Ibs) Loads Shown: W; Forces: W 0.60. WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN I/ 11023Lat.wsw WoodWorks® Shearwalls 9.0 May 20, 2011 11:14:06 Level 1 of 1 125' N 120' o-- 145' r- 1- }0' 405' o 0 %t675 4 40E} 95' N -90' r 85' t -80' o La- 65' --m m 60' ur bp sr sr sr 1 v 55 50' ago 45' G O O G G G G G 40' 35' g- 30' 25' 20' o rn N M v .n cb r; co' o� 15' 'h�� 1 .4°' ,4i3 0" 4)- A6$905 0 n�� i'4� 0c) 3 `l 1 9 768 1613 1613 1 613 613 613 613 613 613 3768_5 -10' -20' 725.0 -25' -30' -35' -40' -45' -50' -55' -60' -65' -70' 75' -80' 451035302520151025'0' 5 101520253035404550556 00051015202525303541 '15505E6035707580619t 1&IH081H1 0' Factored shearline force (Ibs) U.JJ Unfactored applied shear load (plf) L. Factored holddown force (Ibs) Unfactored dead load (plf,lbs) C Compression force exists -HI Applied point load or discontinuous shearline force (Ibs) Vertical element required Loads Shown: Qe; Forces: 0.7E 0.6D; E pQe 0.2 Sds D; p(NS) 1.0; p(EW) 1.0; Sds 0.83. Date: 7/9/2011 a,toi 11-13675-DESIGN DATA Time: 05:52 PM N Page: '1 of 259 �4 4i v I 1 VP Buildings F4 y .i 8 F 3200 Players Club Circle (.17 u l' Memphis, TN 38125 -8843 p -,4 i t 7 1, 11 1367 STRUCTURAL DESIGN DATA Pt Project: CMC Building #1 .i[ Name: Port of Port Angeles CMC Building i. Builder PO 10 -1345 +tr Jobsite: 2138 W. 18th St. 1 A e 1 City, State: Port Angeles, Washington 98363 r s i b County: Clallam i! Country: United States s V„ r f I I ;i TABLE OF CONTENTS Building Loading Summary Report 2 `.1 Bracing Summary Report 24 Secondary Summary Report 35 '.1;`1 Framing Summary Report 58 l j i Covering Expanded Report 221 x tti MANUAL CALCULATIONS 225 'f iY W r 7 a .a.:o-..�. y 5 r z A q. 3 fir �*ss' �.:��i. F �I 'r P t 4 ir: 4 d S n .0 lit .•C(,.T.�r r i r a p :f 'Y File: Port of Port Angeles CMC Building Version: 2.3a Varco Pruden Buildings is a division of BlueScope Buildings North America, Inc. tf Date: 7/9/2011 A D0,CatNs. 11-13675-DESIGN Time:05:52 PM .I �u .,,�4» Page: 2 of 259 Bull liu0 Loadin Summa...,. X„ 4 y�L 4 A 2: Shape: CMC Building 21 Loads and Codes Shape: CMC Building 2' City: Port Angeles County: Clallam State: Washington Country: United States 2 Building Code: 2009 International Building Code Built Up: 05AISC ASD Rainfall: 4.00 inches per hour 2 Building Use: Standard Occupancy Structure Cold Form: 07AISI ASD 3000.00 psi Concrete 3 3 Dead and Collateral Loads Live Load 3. Collateral Gravity:5.00 psf Roof Covering Second. Dead Load: 2.32 psf Live Load: 20.00 psf Not Reducible 3 Collateral Uplift: 5.00 psf Frame Weight (assumed for seismic):2.50 psf 3 3 3 Wind Load Snow Load Seismic Load 3 Wind Speed: 100.00 mph Ground Snow Load: 25.00 psf Mapped Spectral Response Ss:146.20 %g 3 The 'Low Rise' Method is Used Flat Roof Snow: 17.50 psf Mapped S Ps pped pectra! Response S 1:66.30 %g 3 Wind Exposure (Factor): C (0.849) Design Snow (Sloped): 17.50 psf Seismic Performance Design Category: D 4 Parts Wind Exposure Factor: 0.849 Specified Minimum Roof Snow: 25.00 psf Seismic Importance: 1.000 4 Wind Enclosure: Enclosed Snow Exposure Category (Factor): 2 Partially Seismic Performance Design Category: D 4 Exposed (1.00) 4 Wind Importance Factor: 1.000 Snow Importance: 1.000 Framing Seismic Period: 0.2312 4 Topographic Factor: 1.0000 Thermal Category (Factor): Heated (1.00) Bracing Seismic Period: 0.1448 4 Ground Roof Conversion: 0.70 Framing R- Factor: 3.5000 4 NOT Windbome Debris Region Snow Used in Seismic: 0.00 Bracing R- Factor: 3.2500 4 Base Elevation: 0/0/0 Seismic Snow Load: 0.00 psf Soil Profile Type: Stiff soil (D, 4) 4 Primary Zone Strip Width: N/A Obstructed or Not Slippery Roof Diaphragm Condition: Flexible 4 Parts Portions Zone Strip Width: N/A Frame Redundancy Factor :1.3000 a Basic Wind Pressure: 18.47 psf Brace Redundancy Factor:1.3000 Frame Seismic Factor (Cs): 0.2785 x W Brace Seismic Factor (Cs): 0.2999 x W Design Spectral Response Shc: 0.6630 Design Spectral Response Sds: 0.9747 Deflection Conditions Frames are vertically supporting:Metal Roof Purlins and Panels Frames are laterally supporting:Metal Wall Girts and Panels Deflection Limit Override H/100 Purlins are supporting:Metal Roof Panels t Girts are supporting:Metal Wall Panels t t Desir Load Combinations Framing t No. Origin Factor Application Description i 1 User 1.000 1.OD +1.0CG +I.0W1 +1.0U1 D +CG +WI> i 2 User 1.000 1.0 D+ 1.0 CG 1.0 <WI 1.0 U1 D +CG +<W1 i 3 User 1.000 I.OD +I.00G +1.0W2 +1.0U1 D +CG +W2> 4 User 1.000 1.0 D 1.0 CG 1.0 <W2 1.0 U1 D CG <W2 5 User 1.000 0.600D +0.600 CU+ 1.0 WI +1.0 U1 D +CU +WI> 6 User 1.000 0.600D +0.600 CU+ 1.0 <W1 +I.OUI D +CU +<W1 7 User 1.000 0.600 D 0.600 CU 1.0 W2> 1.0 U 1 D CU W2> 8 User 1.000 0.600 D 0.600 CU 1.0 <W2 1.0 Ul D CU <W2 9 User 1.000 1.OD +1.00G +0.750L +0.750 W1 +0.750U1 D +CG +L +W1> 10 User 1.000 1.OD +1.0 CG +0.750L +0.750 <WI +0.750U1 D +CG +L <Wl 11 User 1.000 1.OD +1.00G +0.750L +0.750 W2 +0.750U1 D +CG +L +W2> 12 User 1.000 1.0 D+ 1.0 CG +0.750L +0.750 <W2 +0.750U1 D +CG +L +<W2 13 User 1.000 1.OD +1.0CG+0.750S +0.750 W1 +0.750Ul D +CG +S +WI> 14 User 1.000 1.OD +I.00G +0.7505 +0.750 <WI +0.750U1 D +CG +S +<W1 15 User 1.000 1.OD +1.00G +0.750S +0.750 W2 +0.750U1 D+CG+S+W2> 16 User 1.000 1.OD +1.00G +0.750S +0.750 <W2 +0.750U1 D +CG +S +<W2 17 User 1.000 1.OD +1.00G +1.OWPAI +I.OUI D +CG +WPAI 18 User 1.000 0.600D +0.600 CU +1.OWPAI +1.OUl D +CU +WPAI 19 User 1.000 1. OD +1.00G +0.750L +0.750WPAI +0.750U1 D +CG +L +WPA1 2 0 User 1.000 I.OD +1.00G +0.7505 +0.750WPA1 +0.750U1 D+CG +S +WPAI 21 User 1.000 1.0 D+ 1.0 CG+ 1.0 W1>+ 1.0 U2 D +CG +W1> 22 User 1.000 1.0 D+ 1.0 CG 1.0 <W1 1.0 U2 D CG <W I 23 User 1.000 1.0 D 1.0 CG 1.0 W2> 1.0 U2 D CG W2> 24 User 1.000 1.0 D 1.0 CG 1.0 <W2 1.0 U2 D CG <W2 File: Port of Port Angeles CMC Building Version: 2.3a File: 1 Varco Pruden. Buildings is a division of BlueScope Buildings North America, Inc. Varcc q 7... Date: 7/9/2011 r s 11- 13675 DESIGN DATA Time 05:52 PM t :4Yp BUI .DINGS+ W a r Page: 104 of 259 y Maximum Combined Reactions Summary with Factored Loads Framing Note: All reactions based on 2nd order structural anal sis using the Direct Analysis Method X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw 1 -Hx) Case (fix) Case -Hz) Case (Hz) Case -Vy) Case (Vy) Case -Mzz) Case (Mzz) (k) (k) (k) (k) (k) (k) (in (in -k) .).g•. 0 /0 /0 10 -F 9.5 8 8.9 21 1.0 1.0 10.0 6 14.4 49 *:r' 20/0/0 10 -E 2.4 2 2.7 1 11.7 26 12.4 49 40/0/0 10 -D 2.6 2 3.1 5 6.3 6 14.7 49 60/0/0 10 -C 2.6 2 3.1 5 6.3 25 14.7 49 i 80/0/0 10 -B 2.3 2 2.6 1 11.7 5 12.4 49 1 100/0/0 10 -A 8.9 2 9.5 27 1.0 1.0 10.0 25 14.4 49 Sum of Forces with Reactions Check Framing 1,%. raming Horizontal Vertical ';r Load Type Load Reaction Load Reaction i1 (k) (k) (k) (k) S 0.0 0.0 27.9 27.9 SD 0.0 0.0 37.2 37.2 D 0.0 0.0 7.9 7.0 CG 0.0 0.0 10.9 10.9 I WI> 2.8 2.8 27.4 27.4 't sV i U 1 15.2 15.2 0.0 0.0 i <W I 2.8 2.8 24.9 24.9 W2> 2.8 2.8 18.1 18.1 <W2 2.8 2.8 15.6 15.6 1' CU 0.0 0.0 7.7 7.7 1 L 0.0 0.0 30.8 30.8 it s,. t WPA1 0.1 0.1 16.9 16.9 U2 15.2 15.2 0.0 0.0 i In-' WPDl 0.0 0.0 24.1 24.1 1 WPA2 0.1 0.1 7.6 7.6 3 WPD2 0.0 0.0 14.8 14.8 1 WPBI 0.1 0.1 16.8 16.8 WPC1 0.2 0.2 24.0 24.0 WPB2 0.1 0.1 7.5 7.5 I WPC2 0.2 0.2 14.7 14.7 r •US1 0.0 0.0 16.8 16.8 :!..A UO 0.0 0.0 0.0 0.0 T. US1' 0.0 0.0 21.5 21.5 l U3 0.0 0.0 0.0 0.0 L> 0.0 0.0 30.8 30.8 1 <L 0.0 0.0 30.8 30.8 SMS> 0.0 0.0 38.5 38.5 <SMS 0.0 0 38.5 38.5 ri F j 5.1 5.1 0.0 0.0 EG+ 0.0 0.0 4.0 4.0 r A i <E 5.1 5.1 0.0 0.0 EG- 0.0 0.0 4.0 4.0 w_ EB> 0.0 0.0 0.0 0.0 V' i <EB 0.0 0.0 0.0 0.0 z 4 I `ll 1 SMS 0.0 0.0 38.5 38.5 i 3 Base Plate Summary f,, Base Connection Design is Based on 3000.00 (psi) Concrete -e X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to Welds in 1. No. (in.) (in.) (in.) Bolts (in.) Flange Web r 0 /0 /0 10 -F 1 0.375 8 13 4 0.750 ASTM OS- 0.1875 OS- 0.1871 F1554, 'd Grade 36 20/0/0 10 -E 13 0.375 8 11 4 0.750 ASTM OS- 0.1875 OS- 0.1871 F1554, z,.. Grade 36 40/0/0 10 -D 14 0.375 8 11 4 0.750 ASTM OS- 0.1875 OS- 0.1871 F1554, t of Port Angeles C Building Version: 2.3a •uden Buildings is a division of BlueScope Buildings North America, Inc. V, 1 Date: 7/9/2011 n 11- 13675 DESIGN DATA Time 05:52 PM vR,BUiLDINGS 5.1 t. Page: 118 of 259,: 17. EB> Brc <EB Brc SMS Frm 41.0 34.2 -41.0 34.2 At a l Maximum Com Reactions Summary with Factored Loads Framing Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw 1 -Hx) Case (Hx) Case -Hz) Case (Hz) Case -Vy) Case (Vy) Case -Mzz) Case (Mzz) 1, (k) (k) (k) (k) (k) (k) (in (in k) 0/0/0 9 -F 22.9 6 56.3 47 16.5 6 48.8 47 100/0/0 9 -A 56.3 47 22.9 25 16.6 25 48.8 47 x Sum of Forces with Reactions Check Framing Horizontal Vertical 4:f.: Horizontal Load Type Load Reaction Load Reaction (k) (k) (k) (k) 0. .t; S 0.0 0.0 48.5 48.5 SD 0.0 0.0 11.2 11.2 4; i D 0.0 0.0 12.2 11.9 f' 1 CG 0.0 0.0 17.4 17.4 ,t5 W1> 4.2 4.2 38.2 38.2 E1 Ul 15.2 15.2 0.0 0.0 'IL <W1 4.2 4.2 38.1 38.1 i W2> 4.2 4.2 20.2 20.2 <W2 4.2 4.2 20.2 20.2 .1)' CU 0.0 0 .0 13.7 13.7 .i, L 0.0 0.0 54.7 54.7 WPA1 0.6 0.6 34.5 34.6 r�. it U2 15.2 15.2 0.0 0.0 f" .1 WPDI 0.3 0.3 40.1 40.2 WPA2 0.6 0.6 16.6 16.6 a' WPD2 0.3 0.3 22.2 22.2 .'kl WPBI 0.4 0.4 34.1 34.2 i 1" WPCI 0.6 0.6 39.5 39.6 WPB2 0.4 0.4 16.2 16.2 WPC2 0.6 0.6 21.5 21.6 ti l *USl 0.0 0.0 31.5 31.5 lb UO 0.0 0.0 0.0 0.0 1 4 US1* 0.0 0.0 40.6 40.6 gi. U3 0.0 0.0 0.0 0.0 L> 0.0 0.0 54.7 54.7 <L 0.0 0.0 54.7 54.7 1 SMS> 0.0 0.0 68.4 68.4 p <SMS 0.0 0.0 68.4 68.4 A F> 9.0 9.0 0.0 0.0 1,.. EG+ 0.0 0.0 6.0 6.0 s <E 9.0 9.0 0.0 0.0 i k EG- 0.0 0.0 6.0 6.0 r EB> 0.0 0.0 0.0 0.0 g SMS 0.0 0.0 68.4 68.4 4 1 i Base Plate Summary t l t Base Connection Design is Based on 3000.00 (psi) Concrete 4 X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to WekdN 18. t t No. (in.) (in.) (in.) Bolts (in.) Flange Web x I 0 /0 /0 9 -F 1 0.375 12 17 4 1.500 ASTM OS- 0.3125 OS 011 F1554, i f' 1 j Grade 36 l;!' 100/0/0 9 -A 8 0.375 12 17 4 1.500 ASTM OS- 0.3125 0S-11„11 F1554, t to j i Grade 36 y r t 't x 'ort of Port Angeles CMC Building Version: 2. as f K Pruden Buildings is a division of BlueScope Buildings North America, Inc. i t L Date: 7/9/2011 11- 13675 DE DATA T ime 05:52 PM lR.8U DINGS i., L n. e. rxua „1,. Page: 130 of 259 i Maximum Combined Reactions Summary with Factored Loads Framing ei Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Uri -Hx) Case (Hx) Case -Hz) Case (Hz) Case -Vy) Case (Vy) Case -Mzz) Case (Mzz) Cif (k) (k) (k) (k) (k) (k) (in-k) (in--k 0 /0 /0 8 -F 15.1 6 59.0 47 23.6 222 16.6 157 48.6 47 E... 100/0/0 8 -A 59.0 47 15.1 5 24.6 222 14.3 93 48.6 47 .w r 1 ..`ii: Sum of Forces with Reactions Check Framing y Horizontal Vertical w: la. Load Type Load Reaction Load Reaction (k) (k) (k) (k)t su S 0.0 0.0 49.0 49.0 'u= r SD 0.0 0.0 0.0 0.0 7 al D 0.0 0.0 12.3 12.1 0 4 CG 0.0 0.0 15.1 15.1 WI> 4.3 4.3 36.7 36.7 Ul 0.0 0.0 0.0 0.0 i. <WI 4.3 4.3 36.7 36.7 W2> 4.3 4.3 18.1 18.1 <W2 4.3 4.3 18.1 18.1 xFi CU 0.0 0.0 14.0 14.0 L 0.0 0.0 56.0 56.0 l'7, giii WPAl 0.6 0.6 35.8 33.0 U2 0.0 0.0 0.0 0.0 4 WPDI 0.4 0.4 40.7 44.6 a WPA2 0.6 0.6 17.2 14.3 WPD2 0.4 0.4 22.1 26.0 I WPB1 0.5 0.5 35.8 33.0 1 WPCI 0.7 0.7 40.7 44.6 a WPB2 0.5 0.5 17.2 14.3 WPC2 0.7 0.7 22.1 26.0 ti *US1 0.0 0.0 31.9 31.9 3 UO 0.0 0.0 0.0 0.0 US1* 0.0 0.0 41.1 41.1 U3 0.0 0.0 0.0 0.0 +u L> 0.0 0.0 56.0 56.0 41-,..:::::n <L 0.0 0.0 56.0 56.0 SMS> 0.0 0.0 70.0 70.0 13' y <SMS 0.0 0.0 70.0 70.0 EGl- 0.0 0.0 5.6 5.6 e <E 8.4 8.4 0.0 0.0 !i. EG- 0.0 0.0 5.6 5.6 s EB> 0.0 0.0 0.0 12.5 i rt <EB 0.0 0.0 0.0 13.9 s =V i. SMS 0.0 0.0 70.0 70.0 it, Base Plate Summary a Ili Base Connection Design is Based on 3000.00 (psi) Concrete i X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to W c kl r hl l No. (in.) (in.) (in.) Bolts (in.) Flange Wih� E' 0 /0 /0 8 -F 1 0.375 12 17 4 1.500 ASTM OS- 0.3125 OS-0.31 t �3 F1554, A It Grade 36 I 100 /0 /0 8 -A 8 0.375 12 17 4 1.500 ASTM OS- 0.3125 OS -11 111 F1554, f I' Grade 36 F t' sn I f ,.'1., ,,,,I,T .l Port of Port Angeles CMC Building Version: 2.3a I Prud Buildings is a division of Bl ue S cope Buildings North America, Inc. a filil rir: Date: 7 /9/2011 11- 13675 DESIGN DATA Time:05:52 PM W p Bf,JttDINGS' .eaeu.iairae Page 142 of 259 t 4 1i Maximum Combined Reactions Summary with Factored Loads F raming Note: All reactions based on 2nd order structural anal sis usin_ the Direct Anal sis Method X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift oad Vrt Y� n Load Mom cw Load Mom cc g in -k in k -Hx) Case (Hx) Case -Hz) Case (Hz) Case (-Vy) -i (k) (k) (k) 0/0/0 7 -F 15.1 6 59.0 47 21.3 212 12.9 6 48.6 47 100/0/0 7 -A 59.0 47 15.1 5 21.8 212 13.1 18 48.6 47 3 Sum of Forces with Reactions Check Framing Vertical fiYS; Load Horizont Reaction Load Reaction Load Type (k) (k) (k) (k) 0.0 49.0 SD 0.0 0.0 0.0 0.0 S 0.0 49.0 P� D 0.0 0.0 12.3 12.1 a 0.0 0.0 15.1 15.1 r1N.1 WI> 4.3 4.3 36.7 36.7 CG UI 0.0 0.0 0.0 <W 1 4.3 4.3 36.7 36.7 W2> 4.3 4.3 18.1 18.1 <W2 4.3 4.3 18.1 18.1 CU 0.0 0.0 14.0 14.0 L 0.0 0.0 56.0 56.0 WPAI 0.6 0.6 35.8 38.7 4 U2 0.0 0.0 0.0 0.0 n WPD1 0.4 0.4 40.7 37.0 WPA2 0.6 0.6 17.2 20.1 WPD2 0.4 0.4 22.1 18.3 ,,..i„ WPBI 0.5 0.5 35.8 38.7 4 WPCI 0.7 0.7 40.7 37.0 1 WPB2 0.5 0.5 17.2 20.1 'D(''.', s 0.7 0.7 22.1 18.3 WPC2 t US1 0.0 0.0 31.9 31.9 U 0 .0 0.0 0.0 0.0 US1* 0.0 0.0 41.1 41.1 z U3 0.0 0.0 0.0 0.0 L> 0.0 0.0 56.0 56.0 is:. <L 0.0 0.0 56.0 56.0 I SMS> 0.0 0.0 70.0 70.0 t <SMS 0.0 0.0 70.0 70.0 E> 8.4 8.4 0.0 0.0 k`.. a 1 EG+ 0.0 0.0 5.6 5.6 A 0.0 0.0 k it; i E 8.4 8.4 5.6 0.0 5.6 h.- EC,_ 0.0 s 0 12.5 e j' EB> 0.0 0.0 0.0 13.9 i <EB 0.0 i 0.0 70.0 70.0 SMS 0.0 f B ase Plate Summary Base Connection Design is Based on 3000.00 (psi) Concrete W�IJa tta l, X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to c It ;4 1 _1 in. (in) Bolts (in.) 1 NO 1.500 ASTM OS- 0.3125 OS-0.141,,2 �k, 0 /0 /0 7 F F1554, f 7a 1 0.375 12 17 4 Grade 36 w! 1 17 4 1.500 ASTM OS- 0.3125 OS-0.111i 100 /0 /0 7 -A 8 0.375 1Z F1554, Grade 36 z Web Stiffener Summary a Thick. Width Side Welding a i s Mem. Stiff. Desc. Loc. Web Depth h/t a/h (tn) (n) (in) Descnptiun j No. No. (ft) (in.) Both W -BS 0 IS)f y p; t• 2 1 S9 3.66 43.430 138.98 N/A N/A 0.7500 4.000 Both W -BS 0 I ii 7 1 S9 15.81 43.437 139.00 N/A N/A 0.6250 4.000 Vers 2.3a trt of Port Angeles CMC Building ru d en Buildings is a division of BlueScope Buildings North America, Inc. tt te t t k, D ate: 7/9/2011 I1- 13675 DESIGN DATA Time: 05:52 PM F.•:": .e su t Page: 154 of 259 t Maximum Combined Reactions Summary with Factored Loads Framing Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method X -Loc Grid Hrz left Load Hrz Right Load' Hrz In Load Hrz Out Load Uplift Load Vrt Down' Load' Mom cw Load Mom ccw IA t',G -Hx) Case (Hx) Case -Hz) Case (Hz) Case -Vy) Case (Vy) Case -Mzz) Case (Mzz) k k k k (k) (in -k in-k) -z 1 0 /0 /0 6-F 15.1 6 59.0 47 23.7 222 15.7 157 48.6 47 100 /0/0 6 -A 59.0 47 15.1 5 12.9 5 48.6 47 Sum of Forces with Reactions Check Framing Horizontal Vertical Load Type Load Reaction Load Reaction (k) (k) (k) (k) S 0.0 0.0 49.0 49.0 h SD 0.0 0.0 0.0 0.0 a. D 0.0 0.0 12.3 12.1 s- CG 0.0 0.0 15.1 15.1 a: W I> 4.3 4.3 36.7 36.7 l r Ul 0.0 0.0 0.0 0.0 <WI 4.3 4.3 36.7 36.7 W2> 4.3 4.3 18.1 18.1 <W2 4.3 4.3 18.1 18.1 r 14.0 14.0 rte CU 0.0 0.0 Al: L 0.0 0.0 56.0 56.0 WPA1 0.6 0.6 37.2 35.8 ,r U2 0.0 0.0 0.0 0.0 WPDI 0.3 0.3 39.3 41.2 4 WPA2 0.6 0.6 18.6 17.1 iii WPD2 0.3 0.3 20.7 22.6 WPBI 0.4 0.4 37.2 35.7 2 41 0.6 39.3 WPC1 0.6 r1 WPB2 0.4 0.4 18.6 17.1 WPC2 0.6 0.6 20.7 22.6 *US1 0.0 0.0 31.9 31.9 d, V UO 0.0 0.0 0.0 0.0 fAi V. USI* 0.0 0.0 41.1 41.1 1 U3 0.0 0.0 0.0 0.0 I L> 0.0 0.0 56.0 56.0 <L 0.0 0.0 56.0 56.0. s SMS> 0.0 0.0 70.0 70.0 <SMS 0.0 0.0 70.0 70.0 4 E 8.4 8.4 0.0 0.0 ,I04:,.•.(, t EG+ 0.0 0.0 5.6 5.6 r` i k;. <E 8.4 8.4 0.0 0.0 114'- 0. 0 0 5.6 5.6 1: �a rs EG- 0.0 0.0 6.6 EB> 0.0 SMS 0.0 0.0 70.0 70.0 11, 1l, <EB 0.0 0.0 0.0 6:8 t. Base Plate Summary i Base Connection Design is Based on 3000.00 (psi) Concrete i X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to Wilda Its e W No (in.) (in) (in) Bolts (in.) Flange i 0 /0 /0 6-F 1 0.375 12 17 4 1.500 ASTM OS- 0.3125 n OS I I ryI F1554, Grade 36 Il•i 100 /0 /0 6 -A 8 0.375 12 17 4 1.500 ASTM OS- 0.3125 Oti 1 1 1 1�: ii; F1554, Grade 36 L 1 0 v 4 m W eb Stiffener Sun ar' r Mem. Stiff. Desc. Loc. Web Depth b/t a/h a Thick. Width Side Weldor Welding r No. No (ft) (in) (in.) (in.) (in.) Descnptuut PS i W -BS 0 I4 /3 2 l S9 3.66 43.430 138.98 N/A N/A 0.7500 4.000 Both �y_gS 0 I tl7l; {k 7 1 S9 15.81 43.437 139.00 N/A N 0 .6250 4.000 i Both f.:Ii it Port of Port Angeles CMC Building Version: 2.3a lei i I Pruden Buildings is a division of BlueScope Buildings North America, Inc. A: iI Date: 7 /9/2011 f, 1113675D LSIGNDATA -13675-DESIGN Time: 05:52 PM 4 AiRiaolcciik6i y f.A•' Page: 166 of 25) i. 7 Maximum Combined Reactions Summary with Factored Loads Framing Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw I ice€ i. -Hx) Case (Hx) Case -Hz) Case (Hz) Case -Vy) Case (Vy) Case -Mzz) Case (Mzz) (.'i (k) (k) (k) (k) (k) (k) (in-k) (in-k) N 0/0/0 5 -F 15.8 18 59.0 47 22.7 212 17.4 141 48.6 47 x 100 /0 0 5 -A 59.0 47 15.8 141 23.2 222 14.5 18 48.6 47 a Sum of Forces with Reactions Check Framing F.4 Horizontal Vertical Load Type Load Reaction Load Reaction (k) (k) (k) (k) it S 0.0 0.0 49.0 49.0 SD 0.0 0.0 0.0 0.0 a. D 0.0 0.0 12.5 12.1 F CG 0.0 0.0 15.1 15.1 -4:!'"::.:..":;,,,, WI> 4.3 4.3 36.7 36.7: d Ul 0.0 0.0 0.0 0.0 ,i• <W1 4.3 4.3 36.7 36.7 a W2> 4.3 4.3 18.1 18.1 iill i. <W2 4.3 4.3 18.1 18.1 ri CU 0.0 0.0 14.0 14.0 g L 0.0 0.0 56.0 56.0 WPA1 0.2 0.2 45.8 45.7 M* i U2 0.0 0.0 0.0 0.0 Re *i; WPDI 0.0 0.0 30.8 30.9 7 j, WPA2 0.2 0.2 27.1 27.1 WPD2 0.0 0.0 12.2 12.2 WPBI 0.1 0.1 45.8 45.8 i WPC1 0.2 0.2 30.8 30.7 :qv! id,. i WPB2 0.1 0.1 27.1 27.2 WPC2 0.2 0.2 12.2 12.1 },x *US1 0.0 0.0 31.9 31.9 `d U0 0.0 0.0 0.0 0.0 4P°t US I* 0.0 0.0 41.1 41.1 U3 0.0 0.0 0.0 0.0 m f- ;1, L> 0.0 0.0 56.0 56.0 0 <L 0.0 0.0 56.0 56.0 f 1 SMS> 0.0 0.0 70.0 70.0 Itil <SMS 0.0 0.0 70.0 70.0 Olt a E> 8.4 8.4 0.0 0.0 L EG+ 0.0 0.0 5.6 5.6 E 8.4 8.4 0.0 0.0 14-4V. Y EG- 0.0 0.0 5.6 5.6 i 1 1- EB> 0.0 0.0 0.0 0.1 f' 4 <EB 0.0 0.0 0.0 0.1 4` Id SMS 0.0 0.0 70.0 70.0 y Base Plate Summary li ir! i ,I Base Connection Design is Based on 3000.00 (psi) Concrete t X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to W' IJe Flan e W� a l!, No (in.) (in.) (in.) Bolts (in. K (I t 0 /0 /0 5 -F 1 0.375 12 17 4 1.500 ASTM OS- 0.3125 t>S O 1' F I F1554, it Grade36 100/0/0 5 -A 8 0.375 12 17 4 1 ASTM OS- 0.3125 iI l�' $it F1554, Grade 36 e Web Stiffener Summary f Mem. Stiff. Desc. Loc. Web Depth h/t a/h a Thick. Width Side Weldin it r No No. (R) (in.) (in.) (in.) (in.) DescripIIO 2 1 S9 3.66 43.308 138.59 N/A N/A 0.6250 4.000 Both W -BS -11 INIi 7 1 S9 15.81 43.315 138.61 N/A N/A 0.6250 4.000 Both W- 8S -0. i IA J z J t of Port Angeles CMC Building Version: 2.3a ruden Buildings is a division of BlueScope Buildings North America, Inc. Date: 7 /9/2011 11- 13675 DESIGN DATA Time: 05:52 PM 4; i Esc YPBOILDWGS' iNN:Att.Wt.,,,F;ft.f.: Page: 178 of 259 Maximum Combined Reactions Summary with Factored Loads Framing Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method s; X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw -Hx) Case (Hx) Case -Hz) Case (Hz) Case -Vy) Case (Vy) Case -Mzz) Case (Mzz) 14# ?t (k) (k) (k) (k) (k) (k) (in k) (in k) 0/0/0 4-F 16.5 18 59.0 47 16.7 141 48.6 47 100/0/0 4-A 59.0 4 16.5 141 23.1 212 18.3 18 48.6 47 ii Sum of Forces with Reactions Check Framing Horizontal Vertical Load Type Load Reaction Load Reaction (k) (k) (k) (k) '0. S 0.0 0.0 49.0 49.0 'Al:- SD 0.0 0.0 0.0 0.0 D 0.0 0.0 12.5 12.1 -,"•'.`,.i CG 0.0 0.0 15.1 15.1 WI> 4.3 4.3 36.7 36.7 i' k Ul 0.0 0.0 0.0 0.0 <W l 4.3 4.3 36.7 36.7 W2> 4.3 4.3 18.1 18.1 ,yt W2 4.3 4.3 18.1 18.1 5 CU 0.0 0.0 14.0 14.0 4•w g L 0.0 0.0 56.0 56.0 WPAI 0.2 0.2 47.2 48.8 U2 0.0 0.0 0.0 0.0 Its•.•:'; WPDI 0.1 0.1 29.4 27.5 '''''''.`,1. WPA2 0.2 0.2 28.6 30.2 s WPD2 0.1 0.1 10.7 8.9 WPB1 0.2 0.2 47.2 48.7 w F WPCI 0.1 0.1 29.4 27.6 T WPB2 0.2 0.2 28.6 30.1 ,.,1,..i WPC2 0.1 0.1 10.7 9.0 *US1 0.0 0.0 31.9 31.9 c UO 0.0 0.0 0.0 0.0 1.', n US1* 0.0 0.0 41.1 41.1 t U3 0.0 0.0 0.0 0.0 1.> 0.0 0.0 56.0 56.0- <L 0.0 0.0 56.0 56.0 SMS> 0.0 0.0 70.0 70.0 <SMS 0.0 0.0 70.0 70.0 E> 8.4 8.4 0.0 0.0 ri EG+ 0.0 0.0 5.6 5.6 r Ili Ili <E 8.4 8.4 0.0 0.0 EG- 0.0 0.0 5.6 5.6 EB> 0.0 0.0 0.0 6.7 '11::::: i' <EB 0.0 0.0 0.0 6.7 tl SMS 0.0 0.0 70.0 70.0 s it Base Plate Summary i 1 B Connection Design is Based on 3000.00 (psi) Concrete X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to Welt h tJ s f W av No (in (in.) (in.) Bolts (in.) Flange 111 0/0/0 4-F 1 0.375 12 17 4 1.500 ASTM OS- 0.3125 OS- ti.Iit 11 F1554, Grade 36 i 100/0/0 4-A 8 0.375 12 17 4 1.500 ASTM OS- 0.3125 OS-0,1 I '4, T.' F1554, Grade 36 Web Stiffener Summar Mem. Stiff. Desc. Loc. Web Depth' hit a/h a Thick. Width Side Welding No No (ft) (in.) (in.) (in.) (in.) Descriptii n gf 2 1 S9 3.66 43.308 138.59 N/A N/A 0.6250 4.000 Both W BS 0 IH`It 7 1 S9 15.81 43.315 138.61 N/A N/A 0.6250 4.000 Both W BS O ,I H`11 i I+ r ,01 1 i C; of fort Angcles.MC Building V ersion: 2.3a n i iden Buildings is a division of BlueScope Buildings North America, Inc. a x .s 1r u tI I Date: 7/9/2011 r",'! .t 11- 13675 DESIGN DATA Time: 05:52 PM f. 41Jit okr4, ;f e Vf.? Page: 190 of 259 Maximum Combined Reactions Summary with Factored Loads Framing Note: All reactions based on 2nd order structural analysis us the Direct Analysis Method X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw 1 -Hx) Case (Hx) Case -Hz) Case (Hz) Case -Vy) Case (Vy) Case -Mzz) Case (Mzz) 1 (k) (k) (k) (k) (k) (k) (in -k) (in k) f 0/0/0 3 -F 16.6 18 59.0 47 22.2 222 15.1 141 48.6 47 1 100/0/0 3 -A 59.0 47 16.6 141 21.7 222 15.1 18 48.6 47 __r Sum of Forces with Reactions Check Framing ■x1 Horizontal Vertical Load Type Load Reaction Load Reaction (k) (k) (k) (k) S 0.0 0.0 49.0 49.0 SD 0.0 0.0 0.0 0.0 .I D 0.0 0.0 12.5 1 2.1 CG 0.0 0.0 15.1 15.1 IN! WI> 4.3 4.3 36.7 36.7 ';.,:,;.1_." U1 0.0 0.0 0.0 0.0 <W I 4.3 4.3 3 6.7 36.7 t W2> 4.3 4.3 18.1 18.1'' <W2 4.3 4.3 18.1 18.1 CU 0.0 0.0 14.0 14.0 r L 0.0 0.0 56.0 56.0 WPAI 0.2 0.2 47.2 44.0 U2 0.0 0.0 0.0 0.0 iii WPD1 0.1 0.1 29.4 32.8 WPA2 0.2 0.2 28.6 25.3 lilil e WPD2 0.1 0.1 10.7 14.2 i WPB1 0.2 0.2 47.2 44.0 WPCI 0.1 0.1 29.4 32.8 WPB2 0.2 0.2 28.6 25.3 t WPC2 0.1 0.1 10.7 14.2 t'l *US1 0.0 0.0 31.9 31.9 UO 0.0 0.0 0.0 0.0 US1* 0.0 0.0 41.1 41.1 ;1 1`,. U3 0.0 0.0 0.0 0.0 NI L> 0.0 0.0 56.0 56.0 <L 0.0 0.0 56.0 56.0 `t I SMS> 0.0 0.0 70.0 70.0 <SMS 0.0 0.0 70.0 70.0` s. t E> 8.4 8.4 0.0 0.0 EG+ 0.0 0.0 5.6 5.6 <E 8.4 8.4 0.0 0.0 r rr EG- 0.0 0.0 5.6 5.6 EB> 0.0 0.0 0.0 14.4`' a <EB 0.0 0.0 0.0 12.7 SMS 0.0 0.0 70.0 70.0 Base Plate Summary z Base Connection Design is Based on 3000.00 (psi) Concrete 'i X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to W I h R 0/0/0 3 -F No. (in.) (in.) (in.) Bolts (in.) Flange Wa j 1 0.375 12 17 4 1.500 ASTM OS- 0.3125 s, 0 11 ter.` i n F1554, i, Grade 36 R 100/0/0 3 -A 8 0.375 12 17 4 1.500 ASTM OS- 0.3125 l S.O 31 F1554, ff Grade 36 -5 i Web Stiffener Summar M em. Stiff. Desc. Loc. Web Depth hR a/h a Thick. Width Side Wcldiiij i i 1 No No (ft) (in.) (in.) (in.) (in.) Desc ihtiur i �I; 2 1 S9 3.66 43.308 138.59 N/A N/A 0.6250 4.000 Both W BS (1.111!9 f t 7 1 S9 15.81 43.315 138.61 N/A N/A 0.6250 4.000 Both W -BS -U, I,N 4 iol, 1' _v .,„.....-..i4 Version: 2.3a 4: i D Port Angeles C:MC Building l t den Buildings is a division of BlueScope Buildings North America, Inc. 61, S. Fi Date: 7 /9/2011 11- 13675- DESIGN DATA Time: 05:52 PM YP Bt1ltAM 1 k i' i t b uaF Page: 202 of 25 Maximum Combined Reactions Summary with Factored Loads Framing Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw 1,44, -Hx) Case (Hx) Case -Hz) Case (Hz) Case -Vy) Case (Vy) Case -Mzz) Case (Mzz) "s* is (k) (k) (k) (k) (k) (k) (in -k) (in-k) 1 I 0/0/0 2 -F 15.7 18 56.5 47 25.5 212 17.8 141 46.9 47 l 100 /0/0 2 -A 56.5 47 15.7 141 24.6 212 17.8 18 46.9 47 Sum of Forces with Reactions Check Framing Horizontal Vertical Load Type Load Reaction Load Reaction (k) (k) (k) (k) S 0.0 0.0 47.3 47.3 SD 0.0 0.0 0.0 0.0 D 0.0 0.0 12.0 11.7 CG 0.0 0.0 14.6 14.6 WI> 4.3 4.3 36.4 36.4 U l 0.0 0.0 0.0 0.0 <W1 4.3 4.3 36.4 36.4 W2> 4.3 4.3 18.4 18.5 <W2 4.3 4.3 18.4 18.5 CU 0.0 0.0 13.5 13.5 L 0.0 0.0 54.0 54.0 WPAI 0.2 0.2 45.5 48.8 U2 0.0 0.0 0.0 0.0 WPDI 0.1 0.1 28.3 24.9 WPA2 0.2 0.2 27.5 30.9 WPD2 0.1 0.1 10.4 6.9 WPB1 0.2 0.2 45.5 48.8 !i WPCI 0.1 0.1 28.3 24.9 WPB2 0.2 0.2 27.5 30.9 WPC2 0.1 0.1 10.4 6.9 *US1 0.0 0.0 30.7 30.7 U0 0.0 0.0 0.0 0.0 US I 0.0 0.0 39.6 39.6 U3 0.0 0.0 0.0 0.0 1> 0.0 0.0 54.0 54.0 <L 0.0 0.0 54.0 54.0 i' SMS> 0.0 0.0 67.5 67.5 <SMS 0.0 0.0 67.5 67.5 I I F> 8.1 8.1 0.0 0.0 EG+ 0.0 0.0 5.4 5.4 <E 8.1 8.1 0.0 0.0 EG- 0.0 0.0 5.4 5.4 EB> 0.0 0.0 0.0 14.4 <EB 0.0 0.0 0.0 12.7 SMS 0.0 0.0 67.5 67.5 Base Plate Summary Base Connection Design is Based on 3000.00 (psi) Concrete 1 X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to Wclda I +l No. (in.) (in.) (in.) Bolts (in.) Flange WoI+ ;i, 0/0/0 2 -F 1 0.375 12 17 4 1.500 ASTM OS- 0.3125 0S-01 F1554, i Grade 36 11 100/0/0 2 -A 8 0.375 12 17 4 1.500 ASTM OS- 0.3125 OS-0,11 't F1554, Grade 36 I `i v Web Stiffener Summary ....r s Mem. Stiff. Desc. Loc. Web Depth h/t a/h a Thick. Width Side Welding e 1 It ft i (in.) (in.) (in.) Desenpliull t li: 2 1 S9 3.66 43.556 139.38 N/A N/A 0.6250 4.000 Both W BS tl INIt i 7 1 S9 15.81 43.561 139.40 N/A N/A 0.6250 4.000 Both W BS 0 I N Ia l l 1 i I t °nrt of Port Angeles CMC Building Version: 2.3a +a li Pruden Buildings is a division of BlueScope Buildings North America, Inc. A i'y ff f �'s 1wL 4 Y J Op V$ 7_,.) y Date: 7/9/2011 L 11- 13675 DESIGN DATA Time:05:52 PM t YP BUILDINGS fit_ y Page: 215 of 259 EG- Frm -0.2 3 et EB> Brc it K f <EB Brc y SMS Frm 3.0 k Maximum Combined Reactions Summary with Factored Loads Framing 1 Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method r Lt X -Loc G rid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load i (-Hx) Case (Hx) i t cKj^ Case -Hz) Case (Hz) Case -Vy) Case (Vy) Case -Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in k) (in-k) i 0/0/0 1 -F 1.2 4 1.1 17 2.1 141 4.1 47 20/0/0 1 -E 2.3 2 2.5 1 4.8 6 10.1 47 40/0/0 I -D 2.5 2 2.8 1 4.1 6 10.3 50 1 iit 50/0/0 18/2/0 7.2 73 7.2 72 60/0/0 I -C 7.2 222 2.5 2 2.8 1 4.6 223 9.6 47 80/0/0 1 -B 7.2 212 2.3 2 2.5 1 5.2 18 10.1 47 1 00/0/0 1 -A 1.1 17 1.2 3 2.1 18 4.1 47 )t if Sum of Forces with Reactions Check Framing if Horizontal Vertical 1_�r- t Load Type Load Reaction Load Reaction ii.'.; D'.; (k) (k) (k) (k) S 0.0 0.0 24.5 j 24.5 SD 0.0 0.0 0.0 0.0 D 0.0 0.0 5.2 5.1 1 CG 0.0 0.0 7.6 7.6 1:. WI> 2.8 2.8 23.0 23.0 Ul 0.0 0.0 0.0 0.0 <W I 2.8 2.8 23.0 23.0 t W2> 2.8 2.8 13.7 13.7 <W2 2.8 2.8 13.7 13.7 1_ CU 0:0 0.0 7.0 7.0 L 0.0 0.0 28.0 28.0 WPA1 0.1 0.1 23.6 23.6 U2 0.0 0.0 0.0 0.0 WPD1 0.0 0.0 14.7 14.7 WPA2 0.1 0.1 14.3 14.3 WPD2 0.0 0.0 5.4 5.4 WPB1 0.1 0.1 23.6 23.6 WPC! 0.0 0.0 14.7 14.7 WPB2 0.1 0.1 14.3 14.3 WPC2 0.0 0.0 5.4 5.4 *US1 0.0 0.0 15.9 15.9 UO 0.0 0.0 0.0 0.0 USI* 0.0 0.0 20.6 20.6 U3 0.0 0.0 0.0 0.0 L> 0.0 0.0 28.0 28.0 jj <L 0.0 0.0 28.0 28.0 SMS> 0.0 0.0 35.0 35.0 <SMS 0.0 0.0 35.0 35.0 E> 4.2 4.2 0.0 0.0 EG+ 0.0 0.0 2.7 2.7 <E 4.2 4.2 0.0 0.0 EG- 0.0 0.0 2.7 2.7 EB> 0.0 0.0 0.0 0.0 <EB 0.0 0.0 0.0 0.0 SMS 0.0 0.0 35.0 35.0 Base Plate Summary Base Connection Design is Based on 3000.00 (psi) Concrete X -Loc Grid Mem. Thickness Width Length Num. 01 Ilolt Diam. Type Welds to Welds to No. (in.) (in.) (in.) Ilolts (in.) Flange Web 0/0/0 1 -F I 0.375 8 13 4 0.750 ASTM OS- 0.1875 OS- 0.1875 F1554, I File: Port of Port Angeles CMC Building Version: 2.3a Varco Pruden Buildings is a division of BlueScope Buildings North America, Inc. r Date: 7 /9/2011 11- 1 3675 DESIGN DATA Ti 05 :52 PM vP BUlLc. NGS' 4 Page: 221 of 259 r t5�.. fr .a oo ^.�euar; e sx r L aQ� aC ,...l147....,2:-.... S..1.( Ct :Obit ms _s.7:: 2 x... sir.. a' v Shape: CMC Building tc Loads and Codes Shape: CMC Building City: Port Angeles County: Clallam State: Washington Country: United States t Building Code: 2009 International Building Code Built Up: 05AISC ASD Rainfall: 4.00 inches per hour Building Use: Standard Occupancy Structure Cold Form: 07AISI ASD 3000.00 psi Concrete E Dead and Collateral Loads Live Load in Collateral Gravity:5.00 psf Roof Covering Second. Dead Load: 2.32 psf Live Load: 20.00 psf Not Reducible is Collateral Uplift: 5.00 psf Frame Weight (assumed for seismic):2.50 psf .1i, i,i 4l Wind Load Snow Load Seismic Load 1,I I.. Wind Speed: 100.00 mph Ground Snow Load: 25.00 psf Mapped Spectral Response Ss:146.20 %g The 'Low Rise' Method is Used Flat Roof Snow: 17.50 psf Mapped Spectral Response SI:66.30 %g Wind Exposure (Factor): C (0.849) Design Snow (Sloped): 17.50 psf Seismic Performance Design Category: D Parts Wind Exposure Factor: 0.849 Specified Minimum Roof Snow: 25.00 psf Seismic Importance: 1.000 Wind Enclosure: Enclosed Snow Exposure Category (Factor): 2 Partially Seismic Performance Design Category: D Exposed (1.00) Wind Importance Factor: 1.000 Snow Importance: 1.000 Framing Seismic Period: 0.2312 Topographic Factor: 1.0000 Thermal Category (Factor): Heated (1.00) Bracing Seismic Period: 0.1448' Ground Roof Conversion: 0.70 Framing R- Factor: 3.5000 NOT Windbome Debris Region Snow Used in Seismic: 0.00 Bracing R- Factor: 3.2500 Base Elevation: 0/0/0 Seismic Snow Load: 0.00 psf Soil Profile Type: Stiff soil (D, 4) Primary Zone Strip Width: N/A Obstructed or Not Slippery Roof Diaphragm Condition: Flexible Parts Portions Zone Strip Width: N/A Frame Redundancy Factor. 1.3000 Basic Wind Pressure: 18.47 psf Brace Redundancy Factor:1.3000 Frame Seismic Factor (Cs): 0.2785 x W Brace Seismic Factor (Cs): 0.2999 x W Design Spectral Response Sdl: 0.6630 Design Spectral Response Sds: 0.9747 Deflection Conditions Frames are vertically supporting:Metal Roof Purlins and Panels Frames are laterally supporting:Metal Wall Girts and Panels Deflection Limit Override H/100 rg °1N Purlins are supporting:Metal Roof Panels Girls are supporting:Metal Wall Panels t4 Covering Design Loads Wall: 1 Zone Units Type Description Actual LocI Allow. Ratio Dir. Coef. End Zone psf W 1> Need Lower and Upper Girt CHECK 26.60 0 /0 /0 40.000 0.66 OUT -1.440 End Zone psf <W2 Need Lower Girt CHECK 19.95 0/0/0 21.000 0.95 IN 1.080 End Zone psf W l> Need Lower and Upper Girt CHECK 26.60 94/4/13 40.000 0.66 OUT -1.440 End Zone psf <W2 Need Lower Girt CHECK 19.95 94/4/13 21.000 0.95 IN 1.080 Interior Area psf WI> Need Lower and Upper Girt CHECK 21.61 5/7/3 40.000 0.54 OUT -1.170 Interior Area psf <W2 Need Lower Girt CHECK 19.95, 5/7/3 21.000 0.95 IN 1.080 Covering Design Loads Wall: 2 Zone Units Type Description Actual Locl Allow. Ratio Dir. Coef. 1 End Zone psf WI> Need Lower and Upper Girt CHECK 26.60 0/0/0 40.000 0.66 OUT -1.440 End Zone psf <W2 Need Lower Girt CHECK 19.95 0 /0 /0 21.000 0.95 IN 1.080 End Zone psf WI> Need Lower and Upper Girt CI IECK 26.60 244/4/13 40.000 0.66 OUT -1.440 End Zone psf <W2 Need Lower Girt CHECK 19.95 244/4/13 21.000 0.95 IN 1.080 Interior Area psf W1> Need Lower and Upper Girt CI IECK 21.61 5/7/3 40.000 0.54 OUT -1.170 Interior Area psf <W2 Need Lower Girt CHECK 19.95 5/7/3 21.000 0.95 IN 1.080 Covering Design Loads Wall: 3 Zone Units Type Description Actual LocI Allow. Ratio Dir. Coef. End Zone psf WI> Need Lower and Upper Girt CHECK 26.60 0 /0 /0 40.000 0.66 OUT -1.440 End Zone psf <W2 Need Lower Girt CHECK 19.95 0/0/0 21.000 0.95 IN 1.080 End Zone psf WI> Need Lower and Upper Girt (1 ILCK 26.60 94/4/13 40.000 0.66 OUT -1.440 End Zone psf <W2 Need Lower Girt CHECK 19.95 94/4/13 21.000 0.95 IN 1.080 Interior Area psf WI> Need Lower and Upper Girt CHECK 21.61 5/7/3 40.000 0.54 OUT -1.170 Interior Area psf <W2 Need Lower Girt CI IF('K 19.95 5/7/3 21.000 0.95 IN 1.080 File: Port of Port Angeles CMC Building Version: 2.3a Varco Pruden Buildings is a division of BlueScope Buildings North America, Inc.