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Home My WebLink About3501 Bldg D W 18th St - Scale Shack - Building ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 Application Number 12- 00000065 Date 2/21/12 Application pin number 207475 Property Address 3501 BLDG D W 18TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 07- 30- 01 -2 -2- 0000 -0000 on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name to the City of Port Angeles Property Use (Location Code 0502) Property Zoning UNKNOWN. Application valuation 0 Application desc Generator panel and 3 circuits for lights c Owner Contractor 'CITY OF PORT ANGELES OWNER PO BOX 1150 PORT ANGELES WA 983620217 Permit ELECTRICAL ALTER COMMERCIAL Additional desc Permit Fee 197.00 Plan Check Fee .00 Issue Date. 2/21/12 Valuation 0 Expiration Date 8/19/12 Qty Unit Charge Per Extension 1.00 74.0000 ECH EL -COMM BRANCH CIR WO/ S/F 74.00 2.00 5.0000 ECH EL -ECH ADDNT BRANCH CIRCUIT 10.00 1.00• 113.0000 ECH EL- COMM RENEWABLE 5KVA -LESS 113.00 Fee summary Charged Paid Credited Due Permit Fee Total 197.00 197.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 197.00 197.00 .00 .00 2 L9 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH IN �Z )'7 4 1 f40 FINAL Z COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G: \EXCHANGE \BUILDING ill\ ttlkr t N 1 E •1 1 CITY OF PORT ANGELES PERMIT APPLICATION Building Division /Electrical Inspections JAN 2 4 2011 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 ELECTRICAL INSPECTIONS Date: 1(2' l 2- Multi Family or Commercial* Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 3501 I, le Gci-,L_,a___ 1V Building Square Footage: Description of above jviih j O 12- !.J)7(J- 1 Owner Information Contractor Information Name: c...) T 1 .I Q f p Name: Mailing Address: 3 Z) l5 S Mailing Address: City: Q p- State: W t Zip: 9 j City: State: Zip: Phone: Q/7 i Phone: Fax: License Exp. License Exp. Item Unit Charge Qty Total (Qty Multiplied by Unit Charge) Service /Feeder 200 Amp. 132.00 Service /Feeder 201 -400 Amp. 160.00 Service /Feeder 401 -600 Amp 225.00 Service /Feeder 601 -1000 Amp. 288.00 Service /Feeder over 1000 Amp. 410.00 Branch Circuit W/ Service Feeder 5.00 Branch Circuit W/O Service Feeder 74.00 Each Additional Branch Circuit 5.00 Z LJ Branch Circuits 1-4 86.00j i Temp. Service/ Feeder 200 Amp. 102.00 Temp. Service /Feeder 201 -400 Amp. 121.00 Temp. Service /Feeder 401 -600 Amp. 164.00 Temp. Service /Feeder 601 -1000 Amp 185.00 Portal to Portal Hourly 96.00 Sign /Outline Lighting 88.00 Signal Circuit/ Limited Energy Multi- Family 64.00 Signal Circuit/ Limited Energy First 1500 sf Commercial 96.00 Note: $5.00 for each additional 1500 sf Renewable Electrical Energy 5KVA System or Less 113.00 1 113 Thermostat 56.00 Note: $5.00 for each additional T -Stat U(, 6 7 Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation oralteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: Cash Check Credit Card 1 z (e Dated: 0110112012 PREPARED 9/20/06 10 27 22 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 9/20/06 ADDRESS 3501 BLDG D W 18TH ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776 OWNER CITY OF PORT ANGELES PHONE PARCEL 07 30 01 2 2 0000 0000 APPL NUMBER 06 00000280 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00 5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 30 29 05/18/2006 02 30 PM DYASUMUR paul 271 2301 05/19/2006 03 48 PM JLIERLY address to be posted on site /staff building plans reqd /detail for fire wall in building north of transfer station /j11 BL3 02 5/23/06 JLL BUILDING FRAMING TIME 13 00 5/23/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 05 CHARLIE 276 2301 05/22/2006 01 39 PM DYASUMUR 05/23/2006 04 17 PM JLIERLY BLI 01 5/24/06 JLL BUILDING INSULATION TIME 13 00 5/25/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/23/06 TIME 13 35 58 CHARLIE 271 2301 05/23/2006 01 35 PM DYASUMUR 05/25/2006 08 16 AM JLIERLY PW99 01 8/30/06 DWM PUBLIC WORKS FINAL 8/30/06 AP OVERRIDE TAKEN BY RVESS DATE 09/11/06 TIME 10 30 44 09/11/2006 10 30 AM RVESS 09/11/2006 10 31 AM RVESS BL99 01 8/30/06 JLL BUILDING FINAL TIME 13 00 8/30/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 08/29/06 TIME 14 56 58 08/30/2006 03 11 PM JLIERLY stairs at transfer station require a hand rail /address letters on all buildings /haz waste building require the t &p line to be to the exterior/ letter from eng on columns /seal sprinkler line in haz waste building /notified contractor that the elec meter and water meters are supposed to be one each for each building per contract/j11 BL99 02 9/07/06 JLL BUILDING FINAL TIME 13 00 9/08/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 09/06/06 TIME 14 27 52 JERRY 206 793 7198 09/06/2006 02 27 PM DYASUMUR 09/08/2006 08 09 AM JLIERLY all items are completeexcept electrical final required before bldg final can be approved jll BL99 03 9/20 06 L BUILDING FINAL TIME 13 00 OVERRIDE TAKEN BY DYASUMUR DATE 09/20/06 TIME 09 19 54 09/20/2006 09 19 AM DYASUMUR COMMENTS AND NOTES PREPARED 9/07/06 11 10 06 INSPECTION TICKET PAGE 12 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 9/07/06 ADDRESS 3501 BLDG D W 18TH ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776 OWNER CITY OF PORT ANGELES PHONE PARCEL 07 30 01 2 2 0000 0000 APPL NUMBER 06 00000280 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00 5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 30 29 05/18/2006 02 30 PM DYASUMUR paul 271 2301 05/19/2006 03 48 PM JLIERLY address to be posted on site /staff building plans reqd /detail for fire wall in building north of transfer station /j11 BL3 02 5/23/06 JLL BUILDING FRAMING TIME 13 00 5/23/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 05 CHARLIE 276 2301 05/22/2006 01 39 PM DYASUMUR 05/23/2006 04 17 PM JLIERLY BLI 01 5/24/06 JLL BUILDING INSULATION TIME 13 00 5/25/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/23/06 TIME 13 35 58 CHARLIE 271 2301 05/23/2006 01 35 PM DYASUMUR 05/25/2006 08 16 AM JLIERLY BL99 01 8/30/06 JLL BUILDING FINAL TIME 13 00 8/30/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 08/29/06 TIME 14 56 58 JAN 206 793 4198 08/29/2006 02 56 PM DYASUMUR 08/30/2006 03 11 PM JLIERLY stairs at transfer station require a hand rail /address letters on all buildings /haz waste building require the t &p line to be to the exterior/ letter from eng on columns /seal sprinkler line in haz waste building /notified contractor that the elec meter and water meters are supposed to be one each for each building per contract/j11 BL99 02 9/07/06 7I. BUIVEIRG EITAL BIME 13 00 LC OVERRIDE TAKEN BY DYASUMUR DATE 09/06/06 TIME 14 27 52 JERRY 206 793 7198 09/06/2006 02 27 PM DYASUMUR COMMENTS AND NOTES BUILDING DIVISION CITY OF PORT ANGELES Correction Notice Job Located at 2�� LN 1 S Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction -1 l e"(40 lam^ W r St S c_c2 1c cY- U 73-- too t—diet-e c 4.az These corrections must be made and are not to be covered until reinspection is made When corre9lions have been made, please call for inspection I f Date g `4 nn NJAT RFIUMAVF TWIG TAO: Inspector for Building Division PREPARED 8/30/06 8 31 56 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT TYP /SQ BL3 01 BPC 00 BUILDING PERMIT REQUESTED INSP COMPLETED RESULT 5/19/06 JLL 5/19/06 DA BL3 02 5/23/06 JLL 5/23/06 AP BLI 01 5/24/06 JLL 5/25/06 AP BL99 01 8/30/06 JLL (?1 COMMERCIAL DESCRIPTION RESULTS /COMMENTS INSPECTOR JAMES L LIERLY 3501 BLDG D W 18TH ST SUBDIV CITY OF PORT ANGELES E T ENVIRONMENTAL PHONE (404) 926 1776 CITY OF PORT ANGELES PHONE 07 30 01 2 2 0000 0000 06 00000280 COMM NEW CONST BUILDING FRAMING TIME 13 00 OVERRIDE TAKEN BY DYASUMUR DATE 05/18/2006 02 30 PM DYASUMUR paul 271 2301 05/19/2006 03 48 PM JLIERLY address to be posted on site /staff building regd /detail for fire wall in building north station /j11 BUILDING FRAMING TIME 13 00 OVERRIDE TAKEN BY DYASUMUR DATE CHARLIE 276 2301 05/22/2006 01 39 05/23/2006 04 17 PM JLIERLY BUILDING INSULATION TIME 13 00 OVERRIDE TAKEN BY DYASUMUR DATE CHARLIE 271 2301 05/23/2006 01 35 COMMENTS AND NOTES PAGE 37 DATE 8/30/06 05/18/06 TIME 14 30 29 plans of transfer 05/22/06 TIME 13 PM DYASUMUR 05/23/06 TIME 13 PM DYASUMUR 40 05 35 58 05/25/2006 08 16 AM JLIERLY BUILDING FINAL TIME 13 00 OVERRIDE TAKEN BY DYASUMUR DATE 08/29/06 TIME 14 56 58 JAN 206 793 4198 08/29/2006 02 56 PM DYASUMUR PREPARED 8/04/06 8 14 25 INSPECTION TICKET PAGE 25 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 8/04/06 ADDRESS 3501 BLDG D W 18TH ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776 OWNER CITY OF PORT ANGELES PHONE PARCEL 07 30 01 2 2 0000 0000 APPL NUMBER 06 00000280 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL99 01 8/04/06 JLL PLUMBING FINAL TIME 13 00 V4 MIKE 226 255 9744 08/03/2006 03 40 PM DYASUMUR COMMENTS AND NOTES PREPARED 7/18/06 9 59 32 INSPECTION TICKET PAGE 13 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 7/18/06 ADDRESS 3501 BLDG D W 18TH ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776 OWNER CITY OF PORT ANGELES PHONE PARCEL 07 30 01 2 2 0000 0000 APPL NUMBER 06 00000280 COMM NEW CONST PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 7/18/06 JLL MECHANICAL FINAL TIME 13 00 ERIC 206 793 4198 07/17/2006 02 18 PM DYASUMUR COMMENTS AND NOTES PREPARED 5/24/06 12 23 11 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 5/24/06 ADDRESS 3501 BLDG D W 18TH ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776 OWNER CITY OF PORT ANGELES PHONE PARCEL 07 30 01 2 2 0000 0000 APPL NUMBER 06 00000280 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00 5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 30 29 05/18/2006 02 30 PM DYASUMUR paul 271 2301 05/19/2006 03 48 PM JLIERLY address to be posted on site /staff building plans reqd /detail for fire wall in building north of transfer station /j11 BL3 02 5/23/06 JLL BUILDING FRAMING TIME 13 00 5/23/06 AP OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 05 CHARLIE 276 2301 05/22/2006 01 39 PM DYASUMUR BLI 01 24/,0 05/23/2006 04 17 PM JLIERLY BUILDING INSULATION TIME 13 00 OVERRIDE TAKEN BY DYASUMUR DATE 05/23/06 TIME 13 35 58 CHARLIE 271 2301 05/23/2006 01 35 PM DYASUMUR COMMENTS AND NOTES S c_..a._'e PREPARED 5/23/06 11 02 06 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 5/23/06 ADDRESS 3501 BLDG D W 18TH ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776 OWNER CITY OF PORT ANGELES PHONE PARCEL 07 30 01 2 2 0000 0000 APPL NUMBER 06 00000280 COMM NEW CONST PERMIT BPC 00 BUIL DIN G PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 5/19/06 JLL BUILDING FRAMING TIME 13 00 5/19/06 DA OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 30 29 05/18/2006 02 30 PM DYASUMUR paul 271 2301 05/19/2006 03 48 PM JLIERLY address to be posted on site /staff building plans reqd /detail for fire wall in building north of transfer station /j11 BL3 02 5/ 3� JLL BUIVEIRG ERTAIEN TIME 13 00 OVERRIDE TAKEN BY DYASUMUR DATE 05/22/06 TIME 13 40 05 CHARLIE 276 2301 05/22/2006 01 39 PM DYASUMUR COMMENTS AND NOTES PREPARED 5/19/06 10 58 48 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 5/19/06 ADDRESS 3501 BLDG D W 18TH ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR E T ENVIRONMENTAL PHONE (404) 926 1776 OWNER CITY OF PORT ANGELES PHONE PARCEL 07 30 01 2 2 0000 0000 APPL NUMBER 06 00000280 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 44V00 BUILDING FRAMING TIME 13 00 OVERRIDE TAKEN BY DYASUMUR DATE 05/18/06 TIME 14 30 29 05/18/2006 02 30 PM DYASUMUR paul 271 2301 COMMENTS AND NOTES VORi Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES Permit MECHANICAL PERMIT Additional desc Permit pin number 76448 Permit Fee 93 90 Issue Date 5/09/06 Expiration Date 11/05/06 Qty Unit Charge Per Permit PLUMBING PERMIT Signature of Contractor or Authorized Agent T \Policies \1102 15 building permit inspection record05.wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 06 00000280 Date 5/18/06 974240 3501 BLDG D W 18TH ST 07 30 01 2 2 0000 0000 CITY ST PORT ANGELES COMM NEW CON 0 ST N C� �7s.� UNKNOWN /�v l O 86700 Contractor E T ENVIRONMENTAL 3424 PECHTREE RD NE STE 150 WA 983620217 ATLANTA GA 30327 (404) 926 1776 Structure Information 000 000 1 Other struct info TOTAL LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS Permit ELECTRICAL NEW COMMERICAL Additional desc Permit pin number 76455 Permit Fee 47 80 Plan Check Fee Issue Date 5/09/06 Valuation Expiration Date 11/05/06 Qty Unit Charge Per 1 00 36 4000 ECH EL -LVT FIRST THERMOSTAT 1 00 11 4000 ECH EL -LVT ADD THERMOSTAT Valuation BASE FEE 2 00 14 7000 ECH ME INSTALL 100- FAU 2 00 7 2500 ECH ME VENT FAN 1 1 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Permit BUILDING PERMIT COMMERCIAL Additional desc Permit pin number 77834 Permit Fee 00 Plan Check Fee 00 Issue Date 5/18/06 Valuation 86700 Expiration Date 11/14/06 00 0 Extension 36 40 11 40 Plan Check Fee 00 0 Extension 50 00 29 40 14 50 Date Signature of Owner (if owner is builder) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes E null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last M inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances goveming this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of S► construction. k", CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 1 T \Policies \1102_15 building permit inspection record05 wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD YES NO FINAL FINAL PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING 1 I I ESA. LANDSCAPING I I I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT 1 BUILDING DATE ACCEPTED BY. DATE ACCEPTED BY. I 1 1 1 1 1 1 1 1 •r CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 06 00000280 Date 5/18/06 Application pin number 974240 Additional desc Permit pin number 76430 Permit Fee 107 00 Plan Check Fee 00 Issue Date 5/09/06 Valuation 0 Expiration Date 11/05/06 Qty Unit Charge Per Extension BASE FEE 50 00 4 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 28 00 1 00 7 0000 ECH PL EA INSTALL WATER PIPE 7 00 1 00 15 0000 ECH PL EA BLDG SEWER 15 00 1 00 7 0000 ECH PL EA WATER HEATER 7 00 Special Notes and Comments Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Other Fees SEWER SYSTEM DELV CHARGE 870 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1200 00 Fee summary Charged Paid Credited Due Permit Fee Total 248 70 248 70 00 00 Plan Check Total 00 00 00 00 Other Fee Total 2074 50 2074 50 00 00 wt Grand Total 2323 20 2323 20 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances goveming this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T• \Policies \1102_15 building permit inspection record05 wpd [1/4/2005] 't% CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL /HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 I T \Policies \1102_15 building permit inspection record05 wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD i 6 /AbI I I 1 •6 1 724/ 1 1 1 1 1 tS 7 AP 0(o 1 7 1, 1 1 1 FINAL /r 2 DATE V—A— ACCEPTED BY. 1 1 1 1 1 YES 1 NO 417 -4735 ELECTRICAL LIGHT DEPT FINAL /I/ /0 6 DATE J—L ACCEPTED BY. SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING 1 1 I q /Z Z S Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Other Fees Fee summary Charged T•\Policies \1102.15R [1/05] 75556 715 00 75564 110 00 11/05 11/05/06 CITY OF PORT ANGELES PUBLIC WORKS UTIL1ITS DIVISION 321 EAST5TH STREET PORT ANGELES, WA 98362 06 00000280 974240 3501 BLDG D W 18TH ST 07 30 01 2 2 -0000 0000 CITY OF PORT ANGELES COMM NEW CONST UNKNOWN 86700 E T ENVIRONMENTAL 3424 PECHTREE RD NE STE 150 WA 983620217 ATLANTA GA 30327 (404) 926 1776 Structure Information 000 000 1 Other struct info TOTAL LOT COVERAGE 1 00 CONSTRUCTION TYPE 1 HARD SURFACE AREA 1 NUMBER OF STORIES 1 00 EXISTING LOT COVERAGE 1 00 LOT SIZE 1 00 PROPOSED LOT COVERAGE 1 00 TOTAL LOT COVERAGE 1 00 NUMBER OF UNITS 1 00 PUBLIC WORKS COMM WATER SERV SANITARY SEWER HOOK UP Contractor Qty Unit Charge Per 1 00 110 0000 EA SAN SEWER HOOKUP Plan Check Fee Valuation Qty Unit Charge Per 1 00 715 0000 EA PW W/M 1 SERV 5/8 METER Plan Check Fee Valuation Special Notes and Comments Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Paid Credited Due Date 5/09/06 00 0 Extension 715 00 Extension 110 00 870 00 4 50 1200 00 00 0 Separate Permits are required forelectrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances goveming this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of constru Signature of Contractor or Authorized Agent 'Oate Signature of Owner (if owner -is builder) Date CALL 417 -4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE RESIDENTIAL CONSTRUCTION RW PW/ 417 4807 ENGINEERING FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 TAPolicies \1102.15R (1/05) PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT J013 SITE INSPECTION TYPE DATE ACCEPTED YES 1 NO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 .1 COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO 1 1 1 1 1 1 1 1 CONSTRUCTION RW PW ENGINEERING 1 FIRE DEPT 1 PLANNING DEPT BUILDING 1 1 1 1 1 1 1 1 1 1 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 06 00000280 Date 5/09/06 Application pin number 974240 Permit Fee Total 825 00 825 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 2074 50 2074 50 00 00 Grand Total 2899 50 2899 50 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of-Owner (if owner is builder) Date T•\Policies \l 102.15R {1/05] CALL 417 -4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK FLOW DEVICE T•\Policies \1102.15R (1 /05) RESIDENTIAL CONSTRUCTION RW PW/ 417 4807 ENGINEERING FIRE 417 -4653 1 PLANNING DEPT 417-4750 BUILDING 417 -4815 PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES 1 NO 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CONSTRUCTION RW PW ENGINEERING 1 FIRE DEPT 1 1 PLANNING DEPT 1 BUILDING COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO 1 1 1 1 1 1 1 1 VP BUILDINGS VARCO PRUDEN `t'PFD Nn T� *•O t( '-SS I3 L110-f3E KLooNYT U tM 2 A 1 43C F ,P• Z f.L E- I.rT Ct EXIT CITY OF PORT 'ANGELES Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of ail codes and ordinances of this jurisdiction. m r I 'rr�r \l' Approval Date (0 T141.1_ r CEONZ t'P- 6 CAW scAct -E H-ous€ Ric LSE R DRAWING INDEX DRAWING TITLE Cover Sheet Notes Anchor Bolt Plan Primary Structural Secondary Structural Covering Special Drawings Standard Erection Details MRD'S THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP PAGES 1 2 3 4 -7 8 -12 13 -17 18 -21 22 24- VP Buildings, Inc. 3200 Pla TYPE PERMIT DRWG'S FOR APPROVAL DRAWING RELEASE HISTORY DATE 11/11/05 e Memphis TN 38125 pc C" l7 I 1 f oS DESCRIPTION FOR APPROVAL NOT FOR CONSTRUCTION RLE PLANS APPROVED BY y f E DEPT 1 r 'i_k l.rL:..E 1 121EP DATE GPI O lr1 P-C! FO Oro 03 THI DRAWING NC DING THE FOR REO REMAIN THE ROP RTY OF VP LOIN R IS PROVIDED SOLELY FOR ER CTING THE LDING DESCRIBED IN THE APPLICABLE RCHASE ER AND SHALL NOT BE ODIFIED. DOR FOR ANY OTHER PURPOSE WITHOUT IOR WRITTEN PROVAL OF VP B ILDINGS NERAL CONTRACTOR ND/OR RECTOR I5 5 RESPON I LE FOR ACCU TE. GOOD DUALITY WORKMA ERECTING THIS IN CON RMANCE WITH AWI DETA L5 ER NCED IN HIS DRAWI LAPP CABLE VP LDING5 EREC ON G IDES AND NDU ARDS PERT PRO ER CTK)N ORREC SE OF TEMPORARY B NG MATERIALS 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOLLOW STRUCTURAL SECTION (HSS) CLADDING A325 BOLT TIGHTENING REQUIREMENTS GENERAL NOTES ASTM DESIGNATION A529, A572, A1011 SS A1011 SS A572 A36, A572, A529, A992 A500 A653, A792 IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE REGULATIONS. THE FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR IS RESPONSIBLE TO VERIFY LOCAL AUTHORITY REQUIREMENTS. ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE "SNUG TIGHT' CONDITION AS PERMITTED BY THE SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS (2000 ED UNLESS INDICATED AS PRE TENSIONED' ELSEWHERE IN THESE DRAWINGS, OR AS INDICATED BELOW PRE TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN SEISMIC PERFORMANCE DESIGN CATEGORY D E OR F (ZONE 3 OR 4). SEE CODES AND LOADS NOTES BELOW FOR SEISMIC DESIGN CATEGORY PRE TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS IF BUILDING SUPPORTS A CRANE WITH A CAPACITY GREATER THAN 5 TONS. CONNECTIONS THAT SUPPORT RUNNING MACHINERY AND OTHER SOURCES OF IMPACT OR STRESS REVERSAL MUST BE PRE TENSIONED ALL SLIP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH -SC DESIGNATION MUST BE PRE TENSIONED. SC TYPE CONNECTIONS MUST BE FREE OF PAINT OIL OR OTHER MATERIALS THAT REDUCE THE FRICTION AT CONTACT SURFACES. CODES AND LOADS ALL A490 BOLTS MUST BE PRE TENSIONED WITH WASHERS UNDER TURNED ELEMENT SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS 'SNUG TIGHTENED" EVEN IF ABOVE CONDITIONS EXIST UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS. WASHERS ARE NOT REQUIRED FOR "SNUG- TIGHT' CONNECTIONS PRE TENSIONED CONNECTIONS TIGHTENED USING THE TURN -OF THE -NUT METHOD DO NOT REQUIRE WASHERS. WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC. MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW SEE CALCULATIONS FOR FURTHER DETAILS. Building Code: 2003 International Building Code Scale House: Building Use:Standard Occupancy Structure, Collateral Gravity' 7.00 psf (Not Including bldg wt) LIVE LOADS AND RAINFALL Live Load 20.00 psf (Reducible) Rainfall: 4.00 inches per hour SNOW LOAD Ground Snow: 42.61 psf, Flat Roof Snow: 26.84 psf Snow Exposure Category (Factor): 2 Partially Exposed (0.90) Snow Importance: 1.000 Thermal Category (Factor): Heated (1.00) WIND LOAD Wind Speed: 100.00 mph, Wind Exposure: D Basic Wind Pressure: 22.42 psf Wind Importance Factor 1.000, Ft= Topographic Factor 1.0000 Wind Enclosure: Enclosed, 0.180 Note: If the building is designed as ENCLOSED all windows, doors, skylights and other covered openings must be designed for the specified above wind loads EARTHQUAKE DESIGN DATA Lateral Force Resisting Systems using Equivalent Force Procedure Mapped Spectral Response Ss:124.10 %g, S1:50.90 %g Seismic Hazard Use Group: Group 1 Seismic Performance Design Category* D (See Bolt Tightening Note Above) Seismic Snow Load: 0.00 psf Seismic Importance: 1.000 Soil Profile Type: Very dense soil and soft rock (C, 3) Design Spectral Response Sds: 0.8273, Sd1 0.4411 Ordinary Steel Moment Frames Frame Redundancy Factor 1.0000 Framing R -Factor 3.5000, Frame Seismic Factor (Cs): 0.2364, Design Base Shear 0.2364 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor 1.0000 Bracing R -Factor 3.5000, Brace Seismic Factor (Cs): 0.2364, Design Base Shear 0.2364 W VP BUILDINGS, INC. AISC CATG. MB CERTIFIED 11/9/2005 8:52:51 COVER SHEET BUILDER CHG Building Systems, Inc. CUSTOMER ET Environmental LOCATION Port Angeles, Washington PROJECT Port Angeles Transfer Station BUILDERS POY 15226 FILENAME CA0501694 -010E1 vpc GRADE 50 GRADE 55 GRADE 65 GRADE 36 KSI OR GRADE 50 GRADE B GRADE 50 CLASS 2 OR GRADE 80 THW5 WET SIGNATURE APPLIES TO ALL SHEETS AS LISTED ON DRAWING INDEX trtrzo L EXPIRES 07 18- VP BUILDINGS VARCOP OEN VPC VER ION 5.3b JOBC CA0501694 -01 DATE 10/4/2005 DRAWN /CHECK MDS PAGE 1 BUILDER/CONTRACTOR RESPONSIBILITIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. VP Buildings standard product specifications, design, fabrication, quality criteria shall govem all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Building structural plans shall govem. It is the responsibility of the Builder to obtain approvals and pemlits from all goveming agencies and jurisdictions as required Approval of VP Building drawings constitutes the builders acceptance of VP interpretation of the contract purchase order Unless specific design criteria conceming interface design and details are fumished as part of the contract, VP Buildings design assumptions shall govern. VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or AIE firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not fumished by VP are to be considered and coordinated by the builder or NE firm. CONSTRUCTION ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings TOR CONSTRUCTION' drawings and all applicable product installation guides. VP is not responsible for work done from any other VP drawings that are not marked FOR CONSTRUCTION" nor any drawings prepared by others. The Builder is responsible for accurate setting of anchor bolts 1/8" accuracy), erection of steel, and required alignment such that components are straight and plumb per MBMA Code of Standard Practice. Out of straightness for any member shall not exceed 1/300. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other goveming site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. Se VP Builder Memo #BM -006. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 ft. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rod at mid -bay by suspending it from a secondary member Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any VP components. VP accepts no responsibility for design or installation of bracing systems not furnished by VP FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. Unless otherwise approved, use E7Oksi yield, low hydrogen electrodes The contractor shall provide for any special welding inspection as required by code. DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for at retention charges from carriers as a result of job site unloading delays. Per VP Builder Memo #BM -001 claims for damage or losses MUST be noted on the Bill -of- Lading or delivery receipt and filed against the carrier by the consignee as per VPs Terns of Sales (F.O.B. Plant) under the Uniforrn Commercial Code. It is critical that damages or loss be noted on the Bill -of- Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. Butyl Sealants Service Temperature Range (Degrees): Min -40F -40C); Max 200F (104C) Tape sealants Service Temperature Range (Degrees): Min -60F -50C); Max 212F (100C) INDEPENDENT MF77ANINES Independent mezzanines must be designed by a professional engineer The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc Builder shall advise VP of any special requirements to be fumished by VP SSR roof fire tested to ASTM E108 -93 -Class A rating. VP steel roof systems are defined by IBC as Fire Class A roof assemblies (Sec 1505.2). VP SSR steel roof systems are available for FM Class 1 fire rating UL 263 approved fire rated assemblies listed as Design No. P265, P268 and P516. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Building engineers, or other licensed structural engineer This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. VP Buildings Inc accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. Per VP Builder Memo #BM -001, if the builder intends to invoice VP Buildings for modifications in excess of 51000, the builder must notify VP Buildings immediately and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY /CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to VP steel connections All fasteners, sealant and counter flashing of wall systems are to be provided by contractor PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to VP fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip panels such as SSR and SLR. Roof rumble noise may be minimized by providing a layer of blanket Insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural Integrity or weather tightness of the panels and is not grounds for rejection of panels. The SSR/SLR joint detail is designed with an interlocking feature for ease of installation. However it is imperative that installed SSR/SLR panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS VP's Tuflites and VPs domed skylight have been tested to support a 300 Ib. load over a 1 sq. ft. area, as well as uniform gravity and uplift load test. Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of VP's shop coatis to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builders responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VPs shop coat See VP Builder Memo #BM-001 #BM-002. THE VP ENGINEER 5 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER 5 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE LDING ESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR US FOR ANY OTHER PURPOSE WITHOUT PRIOR WRRTEN APPROVAL OF V BU LDINGS. NERAL CONTRACTOR ND/OR EREC OR OLEL SPONSIBLE FOR ACCURAT GOOD QUALM WO KMANS ECTING THIS UILDING CONFORMANCE WRH TN DRAWING DETAILS REFERENCED IN THIS DRAWI ALL APPLICABLE VP ERECTION GUIDES TANDARDS PERTAIN NG TO PROPER ER ING THE CORRECT USE OF TEMPORARY BRAG VP BUILDINGS CERTIFICATIONS AISC LAS CSA -A660 CWB Los Angeles, CA Houston, TX Riverside, CA Clark Co. NV San Bernardino Co, CA Aiaoama MB Cert. FA -377 REVI DATE PLANT SPECIFIC CERTIFICATIONS California MB Cert. FA -240 VPBULO Div. 1 Div 1 Type 1 Fab #SP02 -0028 Fab ID#241 Fab ID# 121 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 Missoun 1 No. Carolina MB Cert MB Cert. FA -388 I FA -376 NTS 11/9/2005 11'10:23 DES IP ION Wisconsin MB Cert. FA -378 VPBUIO Div 1 Div 1 ICC Evaluation Reports SSR Roof System #ER -5621 Panel Rib Roof and Wall #ER -4879 Vee Rib Wall #ER -4879 State of Florida Product Approval (Listed as VP Buildings) Dade Co. Product Certification SSR Roof NOA#03- 0206.13; Panel Rib Roof NOA#02 -0123.08; Panel Rib Wall NOA#02- 04187.01; Vee Rib Wall NOA#01- 1128.05 Underwnters Laboratory Approvals SSR Roof- UL#TGKX-113; SSR Composite Roof Class 90- UL#TGKX -113A, SSR Roof w /Super Block Class 90- UL#TGKX -328; Panel Rib Roof UL Class 60- UL#TGKX -60; Panel Rib Roof UL Class 90- UL#TGKX -64; VP SLR/AEP SL Roof Class 90- UL#TGIO( -60 Factory Mutual Approved Assemblies SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227" Nominal), is available in Class 1-60, 1 -75, 1 -90. 22Ga SSR (0.0277" Nominal), is available in Class 1 -75, 1 -90- 1 -120. Mexico MB Cert. Approved ERECTION NOTES BUILDER CHG Building Systems, Inc. ICUSTOMER Environmental ILOUno5 Port Angeles, Washington IPReJEGT Port Angeles Transfer Station (BUILDER'S POR 15226 FILENAME: CA0501694 -01 OE 1.vpc EXPIRES FOR APPROVAL NOT FOR CONSTRUCTION VPC VERSIO 5.3b Da CA0501694 -01 DATE 10/4/2005 VP BUILDINGS NFHECK 505551.555 MDS PAGE 2 1 305mm 12 212" I I L217 B1mn, -1 SCmm F 2 3 -4 1/4 1 1 -9" Dimension Key D1 (4) Dia A36 A Bolts Plate W 9 L =10" Elevation =100 -0 D2 (4) Dia A36 A Bolts Plate W =9 L =10" Elevation =100 -0 lk 21/2" 1. L212" 64mm 'I54mm F 1 CONCRETE, GROUT ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY 36 KSI). ANCHOR BOLT LENGTH, EFFECTS OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE ACCIJRATFLY PLACED AS SHOWN ON THIS I)RAWIN(; OR STFFI Wii 1 NOT FIT I P1 r 2 1/2" (64mm) PROJECTION (U.O.N.) BOTTOM OF COLUMN S BASE PLATE ELEV TYPICAL ANCHOR BOLT PROJECTION THE VP ENGINEER 5 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER 5 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP 17 -8" 1 1 1 1/4" 32mm 1/2" (13mm) DIAMETER CONCRETE ANCHORS (NOT BY VP) OPENING WIDTH I 11A" IIII 111 32mm NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP FRAMED OPENING DETAIL E E D2 D21 I. 34 -11 1/4 ANCHOR BOLT PLAN VARIES 1 I i BOTTOM OF COLUMN 1 BASE PLATE STD 12" (13mm) FLUSH 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL Finished Floor Elevation 100' -0" (Unless Noted Otherwise) THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE OPERTY OF VP BUILDINGS. R IS PROVIDED Y FOR ERECTING THE BUILDIN DESCRIBED N E APPLICABLE PURCHASE ORDER AND SHALL NO ODIFIED, REPRODUCED OR U5 FOR ANY OTHE RPOSE WITHOUT PRIOR WRITTEN PPROVAL OF P BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS 5 5PON5 OR URATE, GOOD QUALITY WORKMAN ERECTING THIS DING N CON RMANCE WITH THI DRAWING, DETAILS FERENCED IN DRAWI LL APPLICABLE VP ERECTIO GUIDE NDI U STANDARD PERTAIN TO PROPER CTIO UDING THE CORRECT SE OF TEMPORARY RAC( 17 -3 1/4 D 1t VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 R VI ATE 11/9/2005 !PTO 8:52:52 0 r ANCHOR BOLT PLAN (BUILDER CHG Building Systems, Inc. 1USTOMER ET Environmental (LOCATION Port Angeles, Washington (PROJECT Port Angeles Transfer Station (BUILDER'S POY 15226 FILENAME CA0501694 -01OE1 vpc -33 ISTER� te' L VAL El [EXPIRES 07 18 �b FOR APPROVAL NOT FOR CONSTRUCTION VP BUILDINGS VPC VERSION: 5.3b JOB 9 CA0501694 -01 DATE 10/4/2005 DRAWN/CHECK MDS PAGE 3 1 1 -0 Dimension Key 1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 1 CX002 CX001 16 -8 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP 1 34 -11 1/4 CX004 CX003 PRIMARY AND ROOF BRACING PLAN VP Ref: Shane Name Scale House THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP LDINGS R IS PROVIDED 5OL FOR ERECTING THE BUILDIN DESCRIBED IN THE APPLICABLE CHASE ORDER AND SHALL OT BE MOD ED, REPRO UCED OR USED FOR ANY 0 HER PURPOSE WrrHOUT PRIOR WRITTEN APPROVAL OF VP THE G NERAL CONTRACTOR AND,OR I5 SOLELY RESPONSIBLE FOR ACCURATE, GOODOUALTfY WORKMAN ERECTING THIS N CONFORM CE WITH THIS DRAWING, DETA NCED N TIII AWI ALL APPLICABLE ON S ND INDUSTRY STANDARDS PERTAIN TOP OPER RECTION NCLUO THE CORR F TEMPORARY RACING. 16 -3 1/4 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 R VI DATE 11/9/2005 DESCRIPTIO O X CX006 CX005 BUILDER CHG Building Systems, Inc. I CUSTOMERET Environmental 'LOCATION Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 'BUILDER'S PC' 15226 8:52:53 FILENAME CA0501694 -010E1 vpc 1 EXPIRES 07 18- oS FOR APPROVAL NOT FOR CONSTRUCTION PRIMARY AND ROOF BRACING PLAN CA0501694 -01 DATE 10/4/2005 DRAWN/CHECK MDS P 5 4 Frame Part CX001 RBX001 RBX002 CX002 7 9 -6 15/16" 6 3 1/4" 5 2 2 -4" 4 1 -7 7/16" 3 1 -6" 2 2 3 -6" 1 8 1/2" n Dimension Key Member Schedule Mem Width Thick 1 5 1345 2 5 1345 3 5" 1345 4 5" 1345 Webthk 1345 1345 1345 1345 1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Depthl 9" 10 1/2" 9 1/16 9" Depth2 Approx Lgth 9 8 -0 3/16 9 1/16 5 -2 5/8 10 1/2" 5 -2 5/8" 9" 8 -0 3/16" CO rb GGC10 FB2050 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER 5 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP ,6 -6 11/ PI n 0 0 0 r 0A325 Bolt Connection Plate Schedule Id Qty Bolt Dia A 4 3/4" B 4 3/4 GC10 Bolt Plate Length Thick 2 1/4" 1/2 2 3/8" J. Rows Out 1 1 12 -11 1/4" Rows In 1 1 IL GC10 FRAME CROSS SECTION AT FRAME LINE(S) 1 VP Ref: Shaoe Name Scale House Wall 4, Frame 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAIN HE PROPERTY OF VP BUILDINGS. R IS ROVIDED SOLEL FOR ERECTING THE BUILD' DESCR ED IN HE APPLICABLE PURCHASE ORDE AND SHALL NOT BE ODIF1ED. REPRODUCED OR USE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN P ROVAL OF VP BUILDINGS. Tension Washer Bolt Yes Yes Yes Yes 2 0 00 THE NERAL CONTRACT R AND EREC I5 LELY RESPON IBLE FOR ACCURATE. GOOD QUALITY WORKMAN ER CTING THIS UILDIN N CONFOR MAN E WITH THIS DRAWING. DETAILS R FEREN ED IN THIS DRAWIN LL APPLICABLE VP ERECTION UIDES ND S RY N ARDS TAINI TO PROPS RECTOR G THE CORRECT 5E OF TEMPORARY BRAG N 0 0 U 12- 1 fi GC104 FB2050 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV' DATE 11/9/2005 Frame Clearances Horiz Clearance between members 1(CX001) and 4(CX002) 10 -0 1/4 Vert Clearance at member 1(CX001) 7 -1 5/8" Vert Clearance at member 4(CX002) 7 -1 5/8" Finished Floor Elevation 100 -0" (Unless Noted Otherwise) I I I I I NTS ED ESCRIPTION 6 EXPIRES 07 18- O(= FOR APPROVAL NOT FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) 1 BUILDER CHG Building Systems, Inc. ICUSTDMERET Environmental 'LOCATION Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 'BUILDER'S PON 15226 8:52:55 FILENAME CA0501694 -01 OE1.vpc I I LDINGS VPC VER ION 5.3b JOB CA0501694-01 DATE 10/4/2005 DRAWN/CHECK MDS PAGE 5 O Frame Part CX003 RBX003 RBX003 CX004 7 9 -6 15/16 6 3 1/4" 5 2 2 -4" 4 1 -7 7/16" 3 1 -6 2 2 3 -6 1 8 1/2" Dimension Key Member Schedule Mem Width Thick 1 5 1345 2 5" 1345 3 5 1345 4 5" 1345 Webthk Depthl 1345 9" 1345 10 1/2 1345 9" 1345 9" 1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Depth2 9 9" 10 1/2 9" C) END Approx Lgth 8 -0 3/16" 5 -2 5/8" 5 -2 5/8 8 -0 3/16" (2)FB2050 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP —6 1 n 0 0 QA325 Bolt Connection Plate Schedule Id Qty Bolt Bolt Plate Rows Rows Tension Washer Dia Length Thick Out In Bolt A 4 3/4" 2 1/4" 1/2 1 1 Yes Yes B 4 3/4 2 3/8 1 1 Yes Yes 2 12 -11 1/4 RaX003 N N U a FRAME CROSS SECTION AT FRAME LINE(S) 2 VP Ref: Shaoe Name Scale House Wall 4, Frame 2 THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINSTH ERTY OF VP ILDINGS. IT I5 PROVIDED SOL FOR ERECTING THE NG DESCR BED IN THE APPLICABLE CHASE ORD R AND SHALL NOT MODIFIED, REPROD CED OR US FOR ANY OTHER RPOSE WITHOUT RWRITTE APPROVAL OF VP NGS THE NERAL CONTRA ND/OR TOR SOLEL RESPON E ACCURAT GOOD LITY WOR M IN ERECDN CONFORMANCE WITH THIS DRAWIN DETAIL REN N THIS DRAWIN ALL APP CABLE V CTION G 5 ND RDS PERT I G TO ROP EREC CORR CT USE TEMPORARY RACI j- V' 0 0 0 U (2)FB2050 DATE 11/9/2005 Frame Clearances Horiz Clearance between members 1(CX003) and 4(CX004) 10 -0 1/4 Vert Clearance at member 1(CX003) 7 -1 5/8" Vert Clearance at member 4(CX004) 7 -1 5/8" Finished Floor Elevation 100 -0" (Unless Noted Otherwise) E VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 DE IPTION FOR APPROVAL NOT FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) 2 BUILDER CHG Building Systems, Inc. (CUSTOMER ET Environmental IILOCATION Port Angeles, Washington IPRD'ECT Port Angeles Transfer Station (BUILDER'S POk 15226 8:52:56 FILENAME: CA0501694 -01OE1 vpc VP BUILDINGS I VARNMR�x VPC VER 5.3b CAO5O1694-01 DATE 10/4/2005 DRAWN/CHECK MDS PAGE 6, 0 Frame Part CX005 RBX004 RBX005 CX006 7 9 -6 15/16" 6 3 1/4 5 2 2 -4 4 1 -7 7/16" 3 1 -6" 2 2 3 -6" 1 8 1/2" Dimension Key Member Schedule Mem Width Thick 1 5" 1345 2 5" 1345 3 5" 1345 4 5" 1345 1 USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Webthk Depthl Depth2 1345 9" 9 1345 10 1/2" 9 1345 9" 10 1/2 1345 9" 9 C) M Approx Lgth 8 -0 3/16" 5 -2 5/8" 5 -2 5/8" 8 -0 3/16 FB2050 THE VP ENGINEER 5 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER 5 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP 1 n 0 cn OA325 Bolt Connection Plate Schedule Id Qty Bolt Bolt Plate Rows Rows Tension Washer Dia Length Thick Out In Bolt A 4 3/4" 2 1/4 1/2" 1 1 Yes Yes B 4 3/4" 2 3/8 1 1 Yes Yes 12 -11 1/4 11/16 2 0 00 —L FRAME CROSS SECTION AT FRAME LINE(S) 3 VP Ref: Shane Name Scale House Wall 4, Frame 3 THIS DRAWING INCLUDING THE INFORMATION HEREON, EMAINS THE ROPERTY OF VP ILDINGS. R ROVIDED SOLELY FOR ERECTING THE BUJ SCRIBE N THE APPLICABLE P HASE ORD R AND SHALL NOT BE MODIFIED, REPRODUCED OR US FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROV L OF VP BU LDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR S SOLELY SPONSIBLE FO ACCURATE, GOOD OUALITY WORKMANS ERECT NGTHI LDING NCONFORM CE WITH THIS RAINING, DETA REFEREN D NTHI DRAWIN LL APPLICABLE PERECTIO GUIDES ND US Y NDARDS PERT N NG T PROPER RECTIO GTHE CO OFTEMPOR A 12 1 FB2050 IREVI II II I I DATE 11 /9/2005 Frame Clearances Horiz Clearance between members 1(CX005) and 4(CX006) 10 -0 1/4" Vert Clearance at member 1(CX005) 7 -1 5/8" Vert Clearance at member 4(CX006) 7 -1 5/8" Finished Floor Elevation 100 -0" (Unless Noted Otherwise) NTS m Ei VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 FOR APPROVAL NOT FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) 3 IPTIO BUILDER CHG Building Systems, Inc. ICUSTOMERET Environmental 'L IEATION Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 'BUILDER'S PO# 15226 8:52:58 FILENAME. CA0501694 -010E1 vpc VP BUILDINGS VPCVER 5 .3b JOB CA0501694 -01 DATE 10/4/2005 I I DRAWN/CHECK MDS I PAGE 7 SSR Fixed Clip Location QSag Angle Schedule Id Qty Mark No 1 2 See See 32 2 SED SED 1 1 -o Dimension Key Spacing 2 -4 1 -7 7/16" SA2063(X -ing) SA3021 BRO9A4 for installation BRO9A5 for installation of X -ing 1 UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR PURLIN LAP PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. 2. WIND FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED THE VP ENGINEER SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP 02U1707417 02T1707617 02T170761F 02T170761: 02T1707617 02U1707417 16 -8" 1 34 -11 1/4 ROOF SECONDARY PLAN VP Ref: Shaoe Name Scale House THIS DRAWING INCLUDING THE INFORMATION HEREON. REMAINS THE RTYO LDINGS. IT IS PROVIDE SOLE FOR ECTING THE DUI NG DESCRIBED IN THE APPLCABLE CHASE OBOE AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR NY OTHER P POSE WITHOUT PRI R WRITTEN PROVAL 0 BU L THE GENERAL CONTRACTOR AND/OR ERECTOR 5 SOLELY SPON ISLE ACLU ATE. GOOD DUALITYWORKMANSHI ERECTING THIS BU CONFORMANCE WRH THI DRAWING. DETAILS R EN N THIS DRAWI LL APPLICABLE VP ER TION DES AND INDUSTRY ND NG TO PER ERECTION CLU GTHE T USE OF TEMPORARY !MAGI 11/9/2005 02U1702617 02T1703017 02T1703015 02T170301. 02T1703017 02U1702617 16 -3 1/4 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 ESCRIPTIO 8:52:59 T o ROOF SECONDARY PLAN BUILDER I CHG Building Systems, Inc. IGUSTOMER ET Environmental 1ILOCAnON .Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 'BUILDERS PON 15226 FILENAME: CA0501694- 010E1.vpc FOR APPROVAL NOT FOR CONSTRUCTION VERS VP BUILDINGS JOB CA0501694 -01 DATE 10/4/2005 I I DRAWN/CHECK MDS PAGE °Part Mark Key 1 JBC1 2 001J0307417 3 DH0306117 4 DJC1 5 002J0308417 6 003J0302417 7 DH0406017 8 01G0304317(Flip) 9 3 -0 8 1 -4 1/4" 7 1 -o 6 8 5 1 -5 1/16 4 3 -0 15/16 3 1 -7 5/8 2 3 -6 1/4" 1 3 -11 ri Dimension Key 1 UNLESS NOTED, USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED CAD THE VP ENGINEER 0 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR OMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP u F02 C C�� Ea,,3 01C1210617 F3 -}-p) 1 12 -11 1/4 SECONDARY ELEVATION AT 1 O Framed Opening Locations Id Width Height Sill Ht FO1 4 -6" 3 -0 3 -11 F02 4 -6" 3 -0" 3 -11" FO1 T LJ VP Ref: Shane Name Scale House. Wall 1 THIS DRAWING INCLUDING THE INFORMATION HEREON EMAI NS THE PROPERTY OF VP IT ROMPED SOLELY FOR R CTING THE BUI BED IN THE APPLICABLE CHASE RDE AND HALL NOT BE MODIFIED, R PRO UC D OR USED ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPR VAL OF P BUILDIN THE ERAL CONTRACTOR 80/08 ERECTOR IS SOLELY PON BLE FOR ACCU G000 QUALITY WORKMAN CT1NG THI BUILDIN CONFORMANCE WITHTHI AWI DETAILS REFEREN AWI L APP CABLE VP ERECTION NOARDS TAIN ROPER CTIO NCLU G T OF MPOR ft VI I Frame BL BL DATE 11/9/2005 To Jamb -L Jamb -L VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 NTS Dimen 6 -9 5/8 1 -7 5/8" EXPIRES SECONDARY ELEVATION AT 1 IPTIO BUILDER CHG Building Systems, Inc. IcuSTOMERET Environmental (LOCATION Port Angeles, Washington e°'ECT Port Angeles Transfer Station I BUILDER.s P 8 15226 8:53:00 FILENAME' CA0501694 -010E1 vpc 07 18- oc.� FOR APPROVAL NOT FOR CONSTRUCTION VP BUILDINGS vNtCOFRuDEN VPCVER 5.3b JOBs CA0501694 -01 DATE 10/4/2005 DRAWN/CHECK MDS PAGE 9 °Part Mark Key 1 004J0305417 2 005J0305417 3 DH0108017 8 6 7 3 -8 6 4 -0" 5 2 -9 1/4 4 3 -6 3 3 -0 2 1 -6" 1 1 -0 nDimension Key lJ 5 —0 1 UNLESS NOTED USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED F02 PPBX001 02C170261T 02C1702617(Flip) 16 -3 1/4 THE VP ENGINEER 5 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP Cam) F02 -11 1/4 SECONDARY ELEVATION AT A VP Ref: Shape Name Scale House, Wall 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON MAINS THE PROPERTY OF VP 7 I OVIOED SOLEL FOR ERECTING THE LDI DESCR N HE APPLICABLE HASE ORDER AND SHALL NO BE ODIFIED REPRODUC DOR US D FO ANY OTHE PURPOSE WITHOUT PRIOR WRRTEN APPRO LDINGS. o Framed Opening Locations Id Width Height Sill Ht Frame To Dimen FO1 1 -8 3 -0 4 -0" 2 Jamb -L 14 -6 1 F02 3 -0" 3 -6" 3 -6 1 Jamb -L 10 -6 2100 F02 3 -0 3 -6 3 -6" 1 Jamb -L 4 -0 F03 4 -0" 3 -6" 3 -6" 2 Jamb -L 10 -0" HE RAL CONTRACTOR AND/0 TOR S ELY SPON E FOR ACCURATE. GOOD UALRY WORK N5H ERE ING TH DING CONFORMANCE WITH DRAWING, DETAIL EFERENCED DRAWI ALL AP LICABLE V ECTION G STRY TANDA PER GTO PROPER CTIO G TH 0 5E OF TEMPORARY 10 -0 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV' ATE 11/9/2005 I I I I I I 32C1707417 02C1707417(Flip) 16 -8 NTS Bracing Member Schedule Description 3P 6" x 3/16" flg 0 1345 x 2L 3 0 x 3 0 x 0 1875 0 375 0A325 Bolt Schedule Id Qty Bolt Diam Bolt Length Washer 1 4 3/4 1 1/2" 2 2 3/4" 2" DESCRIPION F03 u 0 FO1 CND CND N EXPIRES 07 18 FOR APPROVAL NOT FOR CONSTRUCTION SECONDARY ELEVATION AT A BUILDER CHG Building Systems, Inc. IcuSTOMERET Environmental 'LOCATION Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 'BUILDER'S POi 15226 8:53:01 FILENAME CA0501694 -010E1 vpc Design Lgth 8" web 16 -3 1/4 3 -5 7/16" VP BUILDINGS vARO?PRLaEN VPCV SION 5.3b CA0501694 -01 DATE 10/4/2005 DRAWN/CHECK MDS PAGE 10 ()Part Mark Key 1 JBC1 2 DJC1 3 006J0708117 4 007J0702017 5 008J0302417 6 DH0306117 7 GCC072084 8 009J0307617 9 010J0404617 10 DHCO211417 11 JCP052084(Flip) 12 001C0610017(Flip) 13 GFA206 14 GFA106 10 1 -4 1/4" 9 1 -0 8 2 -8 15/16" 7 3 -0 6 3 1/16" 5 1 -6 15/16" 4 3 -4 1/4 3 1 -9 2 3 -8 1/4 1 3 -6" n Dimension Key CO Non -Std Secondary Part 001C0610017 001C0610017(Flip) C�7 1 UNLESS NOTED USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Part Schedule Thick Depth Lap 0 0590 8 1/2 0 0590 8 1/2" THE VP ENGINEER 5 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP T u 01CO511717 a 61 12 -11 1/4 (c) o Framed Opening Locations Id Width Height Sill Ht FO1 3 -0 3 -6 3 -6 FO1 V U SECONDARY ELEVATION AT 3 2 VP Ref: Shane Name Scale House, Wall 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP 8 NGS T IS PROVIDED SOLELY FO CTINGT ILDING DESCRIBED IN THE APPLICABLE CHASE ORDER AND SHALL NOT BE MODIFIED, REPRO C DOR USED OR ANY OTHER PURPOSE WITHOUT IOR WRITTEN APPROV LOF VP LDINGS, THE GENERAL CONTRAC ND/OR ER TOR LEL RESPONSIBLE FOR ACCU ATE. GOOD UALITY WORKMAN ERECTING THIS BUILDI CONFOR CE WITH THIS DRAWING. DETAILS REN N TNI DRAWN ALL APPLICABLE VP E CTION S AND NDU R STAND RDS PER ERECTIO FTEMPOR BRACIN Frame To Dimen BL Jamb -L 6 -11 1/4 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 R VI ATE 11/9/2005 DESCRIPTIO 8:53:03 'EXPIRES 07 18- oc.. _1 FOR APPROVAL NOT FOR CONSTRUCTION SECONDARY ELEVATION AT 3 BUILDER CHG Building Systems, Inc. 'CUSTOMER ET Environmental ''LOCATION Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 'BUILDERS POO 15226 FILENAME CA0501694 -01OE1 vpc JOBS i CA0501694 -01 DATE 10/4/2005 VP BUILDINGS I DRAWN/CHECK V MWPRNAEN MDS PAGE 11 VPC VERS 5.3b ()Part Mark Key 1 005J0305417 2 004J0305417 3 DH0108017 7 6 6 3 5 2 4 4 3 3 2 1 1 1 0 6" -0 8" 6 0 M 00 N Dimension Key 1 F03 1 UNLESS NOTED USE 1/2 X 1 1/2 A -325 SNUG TIGHTENED BOLTS FOR GIRT LAP GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED CNJ 02C1707417 02C1707417(Flip) 16 -8" THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP 10 _o �ti �O O 2 (CD 1:4 -11 1/4 SECONDARY ELEVATION AT B VP Ref: Shaoe Name Scale House. Wall 4 THIS DRAWING INCLUDING THE INFORMATION HEREON EMAINS THE ROPERTY FVPB ILOINGS. ITISPROVID D50L ERECDNG THE LDI DESCRIBED IN THE APPLICABLE PURCHASE ORDER S ALL NOT ODIF ED, REPRODUCED OR USED FOR Y OTHER POSE WITHOUT PRIOR WRrrTEN ROVAL OF VP B WINGS o Framed Opening Locations Id Width Height Sill Ht Frame To FO1 1 -8" 3 -0 4 -0 1 Jamb -L F02 3 -0 3 -6" 3 -6 2 Jamb -L F03 4 -0" 3 -6" 3 -6" 1 Jamb -L THE GEN RAL CONTRA DIOR ERECTO IS SOLEL SPON FOR ACCURATE. GOOD DUALITY WORKMANS ERECTING THIS ILD N CONFORMAN E WITH THI DRAW' G, DE IL5 REFERENCED N THIS DRAWING, ALL AP LICABLE VP R CTION G DES. AND NDUSTR LAND RDS PERTAININ PR PER RECTIO THE SE OF TEMPOR RY ACI F02 CND REV' DATE 11/9/2005 tPBX001 16 -3 1/4 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 IBY I I I NTS Bracing Member Schedule Dimen 6 BX001 2 _6 "02100 2 -8" 0A325 Bolt Schedule Id Qty Bolt Diam Bolt Length 1 4 3/4 1 1/2 2 2 3/4 2 02C1702617 02C1702617(Flip) DESCRIPTION Description Design Lgth 3P 6" x 3/16 flg 0 1345" x 8 web 16 -3 1/4 2L 3 0 x 3 0 x 0 1875 0 375 3 -5 7/16" Washer FOR APPROVAL NOT FOR CONSTRUCTION SECONDARY ELEVATION AT B 'BUILDER CHG Building Systems, Inc. 'CUSTOMER ET Environmental IILOCATION Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 180115ER5 POs 15226 8:53:04 FILENAMe CA0501694-010E1 vpc OB CA0501694 -01 DATE 10/4/2005 VP BUILDINGS DRAWNICHECK vARWPRLCEN MDS VPC VERS 5.3b PAGE 12 Covering Schedule Id Qty Length #118 18 6 -3 1/4 #119 18 6 -3 1/4 Oper Code 2 =SQ SQ Finish K =KXL Color EW= Egyptian White Type Gage SSR 24 SSR 24 n L OP 2 2 Ice Damming Conditions Exist The SSR roof on this project has been detailed for a UL90 rating Construction #113 (Field Repair Fastener) (1 bags) #55308 #17 -14x1" S S Roof Fastener 1 PRE- DRILLING 1/8 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS 2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Fin K K 1 1 -5 5/8 Starter Panel (Cut Dim 1 -6 5/8 Dimension Key Color EW EW THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER 5 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP Trim Id Ti T2 T1 Schedule Parts SRCF06 (4)SRCF10 SRCM06 (4)SRCM10 PPC3 SRR4 (18) #11: (18) #11O 34 -11 1/4 ROOF COVERING PLAN VP Ref: Shane Name scale House THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROP RTY OF VP BU LDINGS. IT IS PROVIDED SOLEL FOR ERECTING THE BUILD' DESCRIBED N THE APPLICABLE PURCHASE ORDER AND SHALL NOT MODIFIED. REPRODUCED OR USED FOR ANY OTHER RPOSE WITHOUT PRIOR WRITTEN APPROVAL OF IUD NGS THE GENERAL CONTRACT R AND/OR ERECTOR IS SOLELY SPONSI FOR ACCURATE, GOOD OUALT' WORIWANSHI RECTIN 15 ILDI CONFOR NCE WITH THI DRAWING. DETAILS RE CEO N T DRAWI LL APPLICABLE VP CTION GU DES NDUSTRY STAND ROS PERTAIN ROPER CTION CLUDIN HECORREC USE FTEMPORARY BRAG NG VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV' I I DATE 11/9/2005 Color Match Roof Color Patrician Bronze IPTION 8:53:05 Details RC34A7 RC34H1 RC34H3 RC34H4 RC34H5 RC34H6 n T2 ROOF COVERING PLAN BUILDER CHG Building Systems, Inc. ICUSTOMER Environmental 'LOCATION Port Angeles, Washington (PROJECT Port Angeles Transfer Station 'BUILDER'S PON 15226 FILENAME: CA0501694 -010E1 vpc 1 EXPIRES 07 18- °G 1 FOR APPROVAL NOT FOR CONSTRUCTION OBf CA0501694 -01 DATE 10/4/2005 VP BUILDINGS I DRAWN/CHECK MDS VPC VER 5.3b PAGE 13 Covering Schedule Id Qty Type Start #124 3 PR 9 -2 3/8" #125 3 PR 9 -2 3/8" Oper Code 1 =SQ SQ Finish K =KXL Color EW= Egyptian White Length Gage OP 24 1 24 1 1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS Fin K Color EW EW C% CO P1 M CV OD Increment 6 6" T7 Direction Left to Right From Peak Right to Left From Peak THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP #125 T2-6 -6 11/16 T5 —T6 E, H T8 T5 T6 T3 12 -11 1/4" Trim Schedule Id T1 T2 T3 T4 T5 T6 T7 T8 H COVERING ELEVATION AT 1 VP Ref: Shape Name Scale House, Wall 1 Parts CT10 (2)RFR10 RKC15 RKF16 (2)RSB10 (2)RSC10 (0 6)BA1 (2)BT10 DF05 JTO5 DF05 HTS05 TDFH05 BS1 GGC2 MCC1 PRF1 PPC3 SRR4 T2 -6 -6 11 /16" T5 T6— THIS DRAWING, INCLUDING THE INFORMATION HEREON EMAINS THE PROPERTY OF VP ILDINGS R ROVIDED SOLELY FOR ERECTIN HE BUILDING DESCR N THE APPLICABLE P CHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN ROVAL F VP BUILD THE NERAL CONTRACTOR AND/OR ERECTOR IS SOLELY SPON I LE FOR ACLU ATE, GOOD DUALITY WORKMANSHIP CTING THIS BU NG IN CON ORMANOE WITH THIS D AWI G DETAILS REF RENCE NTHIS DRAWIN ALL AP LICABLE VP ERECTOR DES AND USTRY STANDARDS PERTAIN TO PROPER CT10 INCLUD NG THE COR OF TEMPORARY (3) #124 T7 IREVI DATE r1 11/9/2005 1 1 1 1 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 NTS DES IP ION 8:53:08 Color Details Match Wall Color WC20A1 Patrician Bronze RC10A1 RC30A1 RS10G1 WC10A1 Patrician Bronze EN52A1 RCOOA1 WCO1A3 WCO4A1 Patrician Bronze WC24A1 Patrician Bronze WC24A2 Patrician Bronze WC24A4 Patrician Bronze RC38A1 Patrician Bronze RC34H5 RC34H6 EXPIRES 07 18- oC I FOR APPROVAL NOT FOR CONSTRUCTION COVERING ELEVATION AT 1 BUILDER I CHG Building Systems, Inc. IcusTOMERET Environmental I LGCA 0 Port Angeles, Washington (PROJECT Port Angeles Transfer Station (BUILDERS Pp 15226 FILENAME: CA0501694-010E1 vpc VPC VERSIO 5.3b JOB CA0501694 -01 DATE 10/4/2005 DRAWWCHECK MDS P00014 Covering Schedule Id Qty Type #126 12 PR Oper Code 1 =SQ SQ Finish K =KXL Color EW= Egyptian White to CO Length Gage OP 8 -5 3/4" 24 1 T10 1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS Fin K T5 T6 Color Direction EW Right to Left H rn THE VP ENGINEER 5 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER 5 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP T5 T6 T2 (12) #12C T3 -34 -11 1/4 Trim Id Ti T2 T3 T4 T5 T6 T7 T8 T9 T10 COVERING ELEVATION AT A VP Ref: Shaoe Name Scale House. Wall 2 THIS DRAWING INCLUDING THE INFORMATION HEREON, MAINS THE ROPERTY 0 ILO NG5 IT'S ROVID SOL FOR CTING THE BUILDING 8E0 N THE APPLICABLE HASE ORDE AND SHALL NOT BE MODIFIED. REPROD C D OR USED OR ANY OTHER PURPOSE WITHOUT P I08 WRITTEN ROVA OF BU NGS. Schedule Parts CT10 EG202 EG162 (3)PCA10A PCAO5A (19)STR4 (1 7)BA1 (4)BT10 DF05 JTO5 DF05 HTS03 TDFH03 DF05 HTS05 TDFH05 DE1 DN1 DS10 (2)DST1 BS1 GGC2 MCC1 PRF1 THE GENERAL CONTRACTOR AND/OR RECTOR 5 SOLELY RESPON IDLE FOR ATE, GOOD QUALITY WORKMANS ERECTINGTHI D CONFORMANCE WITH THIS RAWING. DE AILS FEREN N DRAWI LL APPLICABLE VP RECTOR DES ND NDUSTRY STANDARDS N TO ROP ERECTION CLU G THE CAR OF TEMPORARY BR NG. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 5 VI I I I I ATE 11/9/2005 c H DESCRIPTION Color Details Match Wall Color WC20A1 Patrician Bronze RCO3A2 RC32A1 RC3BE2 RC61A6 WCO4AJ W Patrician Bronze EN52A1 RCOOA1 WCO1A3 WCO4A1 Patrician Bronze WC24A1 Patrician Bronze WC24A2 Patrician Bronze WC24A4 Patrician Bronze WC24A2 Patrician Bronze WC24A4 Match Wall Color RC38F1 Patrician Bronze RC38A1 T7 T8 H T5 T6— FOR APPROVAL NOT FOR CONSTRUCTION COVERING ELEVATION AT A 'BUILDER CHG Building Systems, Inc. IcusTOMERET Environmental 'LOCATION Port Angeles, Washington I PRDJEGT Port Angeles Transfer Station 'BUILDER'S POP 15226 8:53:11 FILENAME CA0501694 -010E1 vpc EXPIRES 07 1 &cam JOB CA0501694-01 DATE 10/4/2005 VP BUILDINGS DRAWN /CHECK YARWPRLDEN MDS VPC VERSION 5.3b PAGE 15 Covering Schedule Id Qty Type #127 3 PR 9 #128 3 PR 9 Oper Code 1 =SQ SQ Finish K =KXL Color EW= Egyptian White Start Length Gage OP 2 3/8 24 1 2 3/8 24 1 1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS Fin K K Color EW EW OD Increment 6" 6 H T9 Direction Left to Right From Peak Right to Left From Peak L f 1 -9" 1 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP (3 #128 T2 -6 -6 11/16 3 -4 1/4 CD a H H T3 12 -11 1/4" Trim Id T1 T2 T3 T4 T5 T6 T7 T8 T9 Schedule Parts CT10 (2)RFR10 RKC15 RKF16 (2)RSB10 (2)RSC10 (0 6)BA1 (2)BT10 DF05 JT05 DF05 HTS03 TDFH03 DF05 HTS05 TDFH05 BS1 GGC2 MCC1 PRF1 T5 T6 T7 T8 COVERING ELEVATION AT 3 X2_6 '6 11/16 7 -10 H VP Ref: Shape Name Scale House. Wall 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON MAINS THE PR PERTY OF VP BU LDINGS, R IS PROVIDED SOL Y FOR ERECTING THE BUILDING CRI N THE APPLICABLE URCHASE ORDER AND SH LL NOT BE OOIF ED, REPRODUCED OR USED FOR ANY OTHE PURPOSE WITHOUT PRIOR WRITTEN ROVAL OF ILDINGS THE ERAL CONTRACT ANDIOR ER TOR 5 SOLEL SPONSI ACCU ATE, GOOD UAUfYWORKMANS ER GTHI CONFO MARC WITH THIS DRAWING, DETAILS EFEREN THIS DRAWING, ALL APPLICABLE VP ECTION S STRY RD5 PER PROPER G THE COR CT USE FTEMPOR BRAG NG OD CO P1 M CO (3) #127 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV' II II I I ATE 11/9/2005 OD M CO NTS Color Details Match Wall Color WC20A1 Patrician Bronze RC10A1 RC30A1 RS10G1 WC10A1 Patrician Bronze EN52A1 RCOOA1 WCO1A3 WCO4A1 Patrician Bronze WC24A1 Patrician Bronze WC24A2 Patrician Bronze WC24A4 Patrician Bronze WC24A2 Patrician Bronze WC24A4 Patrician Bronze RC38A1 FOR APPROVAL NOT FOR CONSTRUCTION COVERING ELEVATION AT 3 IPDON 'BUILDER CHG Building Systems, Inc. rUSTOMERET Environmental 'LOCATION Port Angeles, Washington 'PRaECT Port Angeles Transfer Station 'BUILDER'S PO, 15226 8:53:15 FILENAME CA0501694 -01OE1 vpc VPC VERS 5.3b JOB CA0501694 -01 DATE 10/4/2005 I DRAWN/CHECK MDS PAGE 16 Covering Schedule Id Qty Type #129 12 PR Oper Code 1 =SQ Finish K =KXL Color EW= Egyptian White OD Length 8 -5 3/4" SQ n T9 -T5 Gage OP 24 1 1 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND /OR SECONDARY STRUCTURAL BEAMS Fin K T6 T7 Color Direction EW Right to Left m E 0, F THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF. VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP (12) #12F T2 Trim Id Ti T2 T3 T4 T5 T6 T7 T8 T1 .34 -11 1/4 Schedule Parts EG202 EG162 (3)PCA10A PCAO5A,(19)STR4 (1 7)BA1 (4)BT10 DF05 JTO5 DF05 HTS03 TDFH03 DF05 HTS05 TDFH05 DE1 DN1 DS10 (2)DST1 COVERING ELEVATION AT B VP Ref: Shane Name Scale House, Wall 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP B NG5. RI PROVIDED SO ER CTING THE BUI SCR BED IN THE APPLICABL CHASE ORDER AND SHALL NOT BE MODIF ED. REPRO UCED OR US ANY OTHER PURPOSE WITHOUT RIOR WRITTE ROV LOF VP NOS THE GENERAL CONTRACTOR ND'OR ERECTOR IS SOLEL SPONSIBLE FO ACCURATE, GOOD QUALITY WORKMAN ERECTINGTH NOON MANCE WITH TNI RAWING. DETAILS REF RE N TNI DRAWING. LL APPLICABLE VP ER 0110 DES AND NDUSTRY RDB PERTAINING TO PROPER RECTO UDI ECT OFTEMPOR BRACING T9 T5 0Y) LJ E VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REVI DAT 11/9/2005 Color Detail Patrician Bronze RCO3A2 Patrician Bronze EN52A1 Patrician Bronze WC24A1 Patrician Bronze WC24A2 Patrician Bronze WC24A4 Patrician Bronze WC24A2 Patrician Bronze WC24A4 Match Wall Color RC38F1 EXPIRES 07 18 FOR APPROVAL NOT FOR CONSTRUCTION COVERING ELEVATION AT B IPNO BUILDEfl CHG Building Systems, Inc. (CUSTOMER ET Environmental ILOCAT1ON Port Angeles, Washington (PROJECT Port Angeles Transfer Station (BUILDER'S PoY 15226 8:53:18 FILENAME: CAO5O1694 -01 OE 1.vpc s RC32A1 RC38E2 RC61A6 WCO4A1 W RCOOA1 WCO1A3 WCO4A1 n JOBO CA)501694 -01 DATE 10/4/2005 VP BUILDINGS I DRAWN/CHECK vuxwPmcE MDS PAGE 17 VPCVERS 5.3b WALL BRACE ROD ROD CABLE BRACING AT COL. BASE 3 —PLATE OR GAGE 035.2 2/21/2005 3/16' L'' MN. 3' MAX. GAGE (MIN. 1/2' A307 BOLTS 4' MIN. PITCH)- HILLSIDE WASHER FLAT WASHER HEX NUT FRAMES OR SUPPORT BEAMS CLIPS, PLATES OR BOLTS ARE NOT BY VARCO- PRUDEN CONTRACTOR'S NOTE. FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. ALLOWABLE LOAD 1 KIP PER PAR OF BOLTS 14 KIPS PER INCH OF WELD WITHOUT INSPECTION 2.8 KIPS PER INCH OF WELD WITH INSPECTION ADD PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED CONCENTRATED LOAD. LOADS LESS THAN 500 LBS MAY BE SUSPENDED USING CLAMPS. (1 1/2" FROM EDGE OF FLANGE). CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL LOADING INDICATED ON THE PURCHASE ORDER AND IN VP CALCULATIONS. SUSPENDED LOADS FROM STRUCTURAL BEAMS ENIDA2V1 05/01/9 L J L J L J Q 1= SIMPLE INTERIOR Q2= SIMPLE 1 END BAY D 2= SIMPLE 6' END BAY D4 =END HOLE ONLY D 2=INSET NOTCH D 6 =NO HOLES 21 =6 21 =6 22 =6' 24 =6 2fi =6 END BAY END BAY END BAY END BAY END BAY SECONDARY PUNCH PATTERNS COMMON GENERATED MARK NUMBERS EN51 102 3/ 16 2005 1 -0' LAP 1 -6' LAP 2' -0' LAP 3' -0' LAP 4' -0' LAP m =1 31 1 21") 34 =1 26 -1 GAGE F INCHES LENGTH FFFTI(millimeters) CATEGORY PUNCH PATTERN END BAY END BAY END BAY END BAY END BAY 4D= INTERIOR BAY Al INTERIOR BAY 42 INTERIOR BAY 44= INTERIOR BAY A6- INTERIOR BAY 1 -0' LAP 7 -6 LAP 2' -0' LAP 3' -0' LAP 4' -0' LAP I BRO2A11 I I I 1 -0' LAP 1 -6' LAP 2' -0' LAP 3' -0' LAP 4' -0' LAP IEN51A1I I I I FLANGE BRACE REQUIREMENTS: RULE #1 ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE #2 SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE #3 FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE #4 WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE #5 WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. TYPICAL FLANGE BRACE CONNECTIONS 11NUOLS PUTL1 LAP DM, CONTINDUS GIRT MID NPLE PURLI AND GIRT ILVL 141 CUP RE0'D WITH THICK RANGES 01/05/200 EN20AIn D5/31/0 PR WALL PANEL MARK ND. PR R00F PANEL MARK NO. PR RIDGE PANEL MARK N0. 01520103 05/31 /2005 END BAY 2 "1 3" 4 1 /2' a /2 LIM REOU RE 3 BOLTS EACH END PLPUN LAP 8 FRAME 1 INTERIOR BAY VARB I VARIES TOWARD THE CENTER OF THE BUILDING 7 SECONDARY E ROOF SCOND S FLANGE RACE FLG. BRACE THIS SIDE WHEN (0 0 (5(B -)5 SNGLE BRACE IS REQUIRED FLANGE BRACE MAY REQUIRE FIELD COPING AT FRAME WEB FINGER SHIM AS REQUIRED 0111141 MAY BE STRAIGHT OR TAPERED MEMBER FLAT SHIM AS REQUIRED BETWEEN BOLTS 1 -0" 12' TYP 12' TIP 1 SHIM2I I "a W F F I I E G G O C C C F- FEET LENGTH CODE I INCHES R F F I I E C C O C C C LENGTH CODE 6 1 6 0 0 0 C 0 5 LENGTH CODE 36' COVERAGE TYP 2 71/�� PANEL RIB ROOF AND WALL PANEL (PR) RPR WALL PANEL MARK NO. R R F F I I E G C O C C C LENGTH CODE 36' COVERAGE 2 3131/ TrP RPR WALL PANEL PR ROOF PR /RPR WALL PANELS THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP E EIGHTHS G GAGE O OPERATION C FIN /COLOR SMOOTH EXTERIOR SURFACE BEARING EDGE IBR06BDI I I I TYPICAL BOLTING PLATES, FACADE OR CANOPY CONNECTIONS NOTE: FIELD CUT SHIMS TO DESIRED DIMENSIONS TO ACHIEVE DESIRED RESULTS SHIMS ARE MADE FROM .059" MATERIAL IEN10A2I STANDARD SHIM PROCEDURE EN20A11 1 1 1 TYPICAL AT ANY BOLTED CONNECTION 1 I 1 1 3/16' L 7 SMOOTH EXTERIOR 1 3/16' SURFACE IEN52A1 I I NSER6 SAG ANGLE TAB NTO PUR SL01S AND BEND TAB FLAT. REQU RED ANGLES S AT RIDGE AT 11 1/2" PURLINS NE OF B SAG ANGLE (SA-) (DO NOT USE ERECTION SAG ANGLES IN PURUN SPACES OCCUPIED BY X -ING SAG ANGLES, X -ING SAG LOCATIONS ARE REQ'D BY DESIGN) OPTIONAL ERECTION SAG ANGLES IBRO9A41 I I I SAG ANGLE INSTALLATION BwwMn 6/01/2005 NOTES RC00A 4/19/2005 NOTES: -WHEN SAG ANGLE SLOTS IN ADJACENT PURUNS DO NOT ALIGN, FIELD BEND THE SAG ANGLE TAB AND ATTACH TO PURUN WITH A 1/4 -14 x 1 1/4' STRUCT FSNR (55307) -USE UPPER SET OF SLOTS AT 11 1/2 PURUNS BOLTING PLATES INSTALLATION INSTRUCTION EN20A2Y2 1/30/0 Z RIDGE HARD FLAT WASHER NUT ERECTOR NOTE TENSION CONTROL BOLT TENSION CONTROL BOLT PURUNS 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND SEALANT LOCATIONS. BEND TAB FLAT INSTALLATION OF TENSION CONTROL BOLTS MAY NOT BE POSSIBLE IN AREAS WHERE EXTREME PITCH. STIFFENER LOCATION. BEAM DEPTH OR OTHER OBSTRUCTIONS MAY OCCUR. IN THESE CASES, SUBSTITUTION OF A -325 NUTS AND BOLTS WOULD BE REQUIRED. THESE NUTS AND BOLTS ARE NOT PROVIDED BY VP BLDGS. n 1 1 MIN, 3/4" DIA. BOLT 11 1/8' MINI 7/8' DIA. BOLT 11 1/4" MINI 1 DIA BOLT I I SHEAR WRENCH (NBVP) REQ'D FOR INSTALLATION OF TENSION CONTROL BOLTS. EN20A2 I I 1 STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND ACCESSORIES NOT DESCRIBED IN THE SEWS. THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP UILDINGS R IS PROVIDED S FOR ERECTING THE BUILD DESCRIBED N THE APPUCABLE PU HASE OR AND HALL NOT BE ODIFIED, REPRODUCED OR U5 WE ANY OTHER PURPOSE THO PR R WRITTE APPROVAL OF V NG5 THE RAL CONTRACTOR 0/OR ER CTOR LS SOLELY RESPONS FOR ACCU ATE, GOOD LTIY WORKMAN IN CT! GTH DI N CONFORMANCE WRHTHI DRAWING, DETAILS EFER CEO THIS AWE AL AP LICABLE VP REC G 5 STRY RDS THIN TOP CTIO HE RECT EOFTEMPOR BRAG PR ROOFS X -ING SAG ANGLES (SA_) (REQUIRED AT ALL LOCATIONS SHOWN ON THE RODE SECONDARY DRAWING, THEY ARE REO'D PER DESIGN AND AND CANNOT BE OMRED.) SAG ANGLES X -ING IBRO9A51 8 1/2 11 1/2" PURLINS (REQ'D PER DESIGN) 1 I I BRD9A5Y5 0/01/2003 FULL PEN WELD SPLICE I M SOE *25HE0 PU3 1 WASHER 1(0 HEAD NU( REOO EACH END SSR PANEL CLIP EN3551 09/06/225 3/16' BEAD OF NON- SKINNING LA TUBE SEALANT (80270 RA 03 /01/90 IREv I 'SHOP SPLICE DETAILS' 11115 6' ROD LENGTH (AS SHOW ON LRECTON DRAWINGS) .13 THREAD BOTH ENDS WITHOUT TURNBUCKLE EJ H56)E WASHER, TUT WASHER, NIX NUT REO'0 EACH END RNBI1C10E a€4 P—ylL till IIII N Ie 16 2-D• 1 ROD LENGTH (AS SHOWN ON ERECTION ORAWNGS) RB ROD THREAD BOTH ENDS WITH TURNBUCKLE SSR RIB MALE HEM RODS THAT RIO. SHOP SPUCE ARE TO BE 5PUCEO BY USING ONE oT THE NLTHOD5 SHOWN. ROD BRACE ASSEMBLY NOTE: ADDITIONAL SEALANT SHOULD BE APPUED TO ALL SSR EAVES, ROOF CURBS AND AREAS ADJACENT TO WALL TO ROOF, ROOF HEIGHT CHANGES AND STEPPED ROOF EXPANSION JOINTS. R IS RECOMMENDED THAT AREAS ADJACENT TO ROOF HEIGHT CHANGES COVER AT LEAST 3 SIDELAPS WITH THE SEALANT IRCOOA1 SSR PANEL SIDELAP I I VP Buildings. Inc. 3200 Players Club Circle Memphis TN 38125 DA BY 1 11/9/2005 INSERT SAG ANGLE TAB INTO PURLNI SLOTS AND BEND TAB FLAT. NOTE WHEN SAG ANGLE SLOTS ADJACENT PURUNS DO NOT A1GN, FIELD BEND THE SAG ANGLE TAB AND ATTACH TO PURUN WITH A 1/4 -1 /4' STRUCT FSNR (55307) SSR SLR ADDITIONAL WEATHERSEAL AT ICE DAMMING COND. DES IPTION PURLINS BEND TAB FLAT 2081NG NUT COUPUNG NUT SPLICE USN WASHER, FW WASHER 11E% HEAD. 629' ROD REIM EACH END PAD 11 I +I R ROD LENGTH (l5 SHOWN ON ERECTION DRAWINGS) Fe.. R.1 ROD PADS TTEND 111111 k1 ROD POD PPD r 08110LCKL PAD e MALL ROD LENGTH (AS 5.00.1 00 EREG110N DRAWN GS) RD RK ROD ROD PAD BOTH ENDS DRAWING I EN30A1. I I APPLY SEALANT BOTH OVER AND UNDER CUP TAB AT 55R CUP LOCATIONS *20' MIN. DIST AT LOW EAVE, FULL LENGTH ADJACENT TO ROOF HEIGHT CHANGE AREA OR 10' MIN OAST FOR PANELS BELOW WALL TO ROOF AREA 1 FF 10:21'17 TFj SELF DRILLING FASTENER OR BOLT AT CENTERUNE OF PURUN OR HIGHER. FIELD DRILL HOLES. PURUN 1/2' OR LESS) A CONTRACTOR'S NOTE: ANY LOADS OVER 400 LOS. APPUED TO VP MEMBERS SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE LATERALLY BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS (PURUN BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED UNIT OR AS REQUIRED BY CODE, WHICHEVER IS LESS. SUSPENDED LOADS IEN10A1I FROM PURLINS 100 LB. LOADS OR GREATER' 1 1 100102 0/25/05 F FEET G GAGE I INCHES 0 OPERATION E EIGHTHS C FIN /COLOR PANEL /COVERING W 1 3 1 1 7 2 6 1 K T D F F I I E G G❑ C C C LENGTH CODE INSULATION I B 1 3 0 1 0 3 6 0 3 0 W .V F F F I I I I I I E C C LENGTH WIDTH THK CODE SECONDARY (STANDARD) O 1 6 1 9 1 1 4 1 7 F F I I E G G LENGTH CODE SECONDARY (SPECIAL) 0 0 1 6 1 9 1 1 4 1 7 F F I I E G G LENGTH CODE ROD BRACING O 3 R A 2 5 1 0 2 6 F F I I DIA LENGTH MARK NUMBER KEY COMMON GENERATED MARK NUMBERS EN55A1 1/05/2005 ROD HANGER OR UNISTRUT AS NEEDED. I RCO3A2I I I FO 4PPROVAL NOT FOR CONSTRUCTION BUILDING SED'S BUILDER CHG Building Systems, Inc. 1cu5TOMERET Environmental 1LOCATION Port Angeles, Washington 1PROJECT Port Angeles Transfer Station 1*2I1.0005 P00 15226 FI1(NAME CA0501694 -D1 OE1 vpc ANGLE CLIP, BOLTS, UNISTRUTS, R00 HANGER AND CLAMPS NOT BY VARCO PRUDEN. FIRE SPRINKLER HANGER SYSTEM MUST BE CAPABLE DF RESISTING 250 LOS. PLUS WEIGHT OF WATER FILLED PIPE PER CODE OTHER SUSPENDED LOADS EXCEEDING 100 LBS, MUST BE SUSPENDED SIMILAR TO THIS DETAIL DD NOT CLAMP TO 60170M FLANGES. CX* CGX* WCX* 1 EXPIRES 07 18- VPC VER 5.3b COLUMN (PLATE) COLUMN (GAGE) COLUMN (HOTROLL) RBX* RAFTER (PLATE) BGX* RAFTER (GAGE) WRXO RAFTER (HOTROLL) TRX* TRUSS RAFTER ICX* INTERIOR COLUMN PCX* PIPE COLUMN TCX* TUBE COLUMN EPXW EGX* ENDPOST (GAGE) ENDPOST (PLATE) MD:1 CANOPY (PLATE) DCCBX11x CANOPY (GAGE) CDX* PIGGYBACK CANOPY EN50A1I I I I O CA0501694 -01 V DATE B 10/4/2005 VP BUILDINGS AR2PRwEN I DRAWN/CHECK MDS PAGE 18 RAKE SUPPORT CAP (RSC 1/4 -14 1 1/4" STRUCT FSNR (55307) 2' -0" 0.C. RAKE SUPPORT BRACKET (RSB NOTE SEE ERECTION DRAWINGS FOR FIELD CUT STARTER PANEL DIMENSION SSR STARTING RAKE PR, VR OR RPR WALL 5/31/2005 USE 1/4 -14 1 1/8" S.S. ROOF STRCH FSNRS AT ALL LOCATIONS 4' TRIM LAP FIELD CUT PANEL STIFFENER (PS4) CUT TO BEAR ON SSR STIFF SSR PANEL STIFFENER (P54 3/16 7/8' TAPE MASTIC (80345) SSR SEAM CAP AT HIGH RIB SSR AT RIDGE PANEL SPLICE RC34HOV2 0/24/2001 5 TR1N ENDWALL OR FIELD BEND 1 LIP RAKE EXTENSION ON SSR PANEL START PANEL DIM USE 3/16" 7/8" 9" STRIPS 28' OF TAPE MASTIC OVER RIBS AND 3/16" 7/8" 3" STRIPS ON EACH SIDE OF RIBS (80347) NOTE. VP200 RIVET SHOULD BE INSTALLED AFTER INSTALLATION OF EAVE GUTTER FIELD DRILL (1) 3/16' DIA HOLE IN SSR PANEL AT EACH RIVE' LOCATION. GUTTER STRAP 2' -0 0.C. (STR4) VP200 RIVET 0 __L_ APPROX. 3 5/8' 5 EOUAL SPACES SEE EAVE DETAIL IRC32••I RC37" FOR EAVE GUTTER ATTACHMENT I 1 I SECTION SSR PANEL GUTTER STRAP ATTACHMENT SSR ROOF (ICE DAMMING) 20303721 05/02/2042 3 1/2" EACH VP200 RIVET (UPPER HOLES) 3/16" 7/8" TAPE MASTIC (80349) 55R RIB 1 VP20 1 RIVET SSR ROOF CLIP FASTEN PANEL TO (RSC) WITH 1/4 -14 1 1/8" S.S. STITCH FSNR 4 -0' O.C. 1/2" IRC34H3 I I SEAL WITH TUBE SEALANT 80507 RAKE FASCIA (RKF20. BOTTOM OF ROOF SHEET 1/4 -14 7/8" WALL STITCH FSNR 1' -0" 0.C. RAKE FASCIA RETAINER (RFR10) BLANKET INSULATION IRC10A1I SSR RAKE TRIM I 1 1 PR, VR OR RPR WALL C3 R0A2V7 05/31/2005 IRC34H II FOR FLASHING SEE 1 I LOCATION CLEAN ALL MATING SURFACES TO BE WEATHER SEALED. REMOVE FABRICATING OILS, RAIN, SNOW, ICE, DEW, DUST AND DIRT PRIOR TO APPLICATION OF MASTICS AND SEALANTS. 3/16' 7/8" 3' TAPE MASTIC (80347) FOLDED AND TUCKED INTO RIB MARK FOR TRIM LDCATION DO NOT USE PENCIL SSR RIDGE FLASHING FASTENER AND MASTIC PATTERN RC34N4V2 0/24/200 EAVE GUTTER (EC DOWNSPOUT STRAP (DST1) t FASTEN TO WALL PANEL WITH WALL STITCH FSNR BEND TAB TO SECURE BTH HLVES OF STRAP (DST1) TOGETHER 2 STRAPS PER 10' SECTION OF DOWNSPOUT DOWNSPOUT ELBOW (DE FASTEN TO DOWNSPOUT w/ 2 POP RIVETS IRC38E21 DOWNSPOUT ASSEMBLY I 1 1 ALL SYSTEMS 2081 03/05/2004 3/16' 7/8" TAPE MASTIC (80349) r 11,4 SSR RIDGE COVER (SRCF OR SRCM) 3/16" 7/8" 9" TAPE MASTIC (80347) OVER RIB 1/4 -14 1 1/8° S.S. ROOF STITCH FSNR 6' 0.C. OUTSIDE CLOSURE PANEL RIB (80140) VEE RIB (80362) RFR (80130) NOT REO'0 OVER 2112 THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER 5 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP 1/4 -14 1 1/8" S.S. ROOF STITCH FSNR (57650) 10 PER PANEL 3/16 7/8' 3' MASTIC (80347) EACH SIDE OF RIB 3/16" 7/8" 28" TAPE MASTIC (80345) IN FLAT OF PANEL I I CUT AND TAB HOLE IN EAVE CUTTER (EG SEAL NIPPLE TO GUTTER CONNECTION WITH BRONZE TUBE SEALANT (80507) DOWNSPOUT NIPPLE (0141) FASTEN IN SAVE GUTTER W/ 8 POP RIVETS DOWNSPOUT (DS FASTEN TO DOWNSPOUT NIPPLE W/ 3 POP RIVETS SEE ERECTION DWGS FOR QUANTITY OF DOWNSPOUTS I RC38F1 I I I I SSR CLOSURE PLUG (80135) 2' 0" O.C. SAVE GUTTER STRAP (STR4) 1/4 -14 1 1/8" S.S. ROOF STITCH FSNR (57650) (1)/STRAP 3/16" 7/8" TAPE MASTIC (80349) CONT AND OVER PLUG EAVE GUTTER (EG 1/4 -14 1 1/8" S.S. ROOF STITCH FSNR. (57650) 5 PER PANEL I RC30A1I SSR ROOF W/ EAVE GUTTER 1 I I PR, VR OR RPR WALL RC32 1V7 05/31/2005 RAKE TO RIDGE TRANSITION FLASHING (SRR PLASTIC PEAK CAP (PPC RAKE FASCIA (RKF 1/4 -14 7/8" WALL STITCH FSNR 1' -0" O.C. RAKE FASCIA RETAINER (RFR10) IRC34H4 SSR RIDGE TO RAKE TRANSITION IRC34H51 SSR RIDGE TO RAKE TRANSITION I I 1 A LL WALL PANELS G411524 5/26/200 GUTTER STRAP (STR4) PO410603 03/,6/2005 WALL PANEL THICKNESS GGC_ W.P EAVE PANEL CLOSURE GUTTER ANGLE (PCA FACE OF WALL PANEL I 1 1/4 W.P SEE I STRAP C38E FOR GUTTER ATTACHMENT OUTSIDE CLOSURE PANEL RIB (80140) VEE RIB (80362) RPR (80130) 1/4-14 7/8" WALL STITCH FSNR 1 -0' O.C. 3/16' 7/8' TAPE MASTIC (80349) AT PERIMETER OF SRR 2 LAYERS AT RIDGE RIB 1 -r1 I-a 3/e° I RC32A1I I I I SEE RC34H FOR PLAN VIEW I 1 OF TRANSODN PANEL CLOSURE ANGLE (PCA WALL PANEL \--1/4 -14 1 1/8" S.S. RDOF STITCH FSNR (58015) W/ 7/8" WASHER FILL ALL HOLES PROVIDED IN FLASHING (18) WALL PANEL OUTSIDE CLOSURE SEE RC38E FOR GUTTER STRAP ATTACHMENT 3/4" GAP S.S. ROOF STITCH (5 PER PANEL) FIELD FABRICATE GUTTER JOINT COVER SSR EAVE GUTTER EXPANSION JOINT IRC61A6I SSR FIXED CLIP 6 1/2" PURLINS FOR BUILDING OVER 160' IN LENGTH 1 1 1 BLANKET S— BLOCK, T —BLOCK R —BOARD ,W 7/01/2005 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAIN HE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. D IS OVID D SOLELY FOR ECTING THE NG DESCRI N THE APPLICABL PURCHASE OR AND SHALL 0011100, R PRODUCED OR USED ANY0 R POSEWITHOUTPRIO WRITTEN ROVAL OF VP BUILDINGS THE ERAL CONTRACTOR 50/05 RECTOR OLELY RESPONSIBLE FOR ACCURATE, G000 UALNY WORKMAN I ERECTING THIS BU LOIN N CON WITH H15 DRAW! 0, DETAILS REFEREN ED IN AWIN ALL APPLICABLE VP ER CTION GUIDE O INDUSTRY STANDARDS PERTAIN NG TO PROPS ER CTIO GTHE REC SE FTEMPORARY BRAG NG 1/4 -14 1 1/8" S.S. ROOF STITCH FSNR (58015) 50 PER JOINT U1 FIELD BEND SLOT COVER FROM 3" 14' ALUM STRIP (2) EALANT TUBE (80265) SEALANT m SAW CUT I SLOT IN RIDGE COVER. FASTEN SLOT COVER TO RIDGE COVER AT SLOT WITH (2) 1/4 -1 /8' S.S. ROOF STITCH FASTENERS W/ 7/8' WASHERS (58015). CO BEND FLASHING MATERIAL TO CONFORM TO RIB CONFIGURATION. UNE PERIMETER OF FLASHING MATERIAL WITH (2) BEADS OF TUBE SEALANT (80265). Q MAKE A 3" FOLD IN FLASHING MATERIAL AND ATTACH TO RIDGE COVER WITH (58015) 1/4-14 1 1 /B" 55. ROOF STITCH FASTENERS WITH 7/8' WASHERS AT 2" 0.C. ALONG ENDS. AT FIELD O. CIIT C. AND ATTACH 18" ALUM 51RP EACH SIDE OF FLASHING MATERIAL WITH FASTENERS 2 SSR RIDGE EXPANSION JOINT 604071.2 7/07/2 RAKE FASCIA INSTALL (18) e. :1 ja a I 1/4 -14 1 1/8' I S.S. ROOF STITCH i I W/ R /8 Ile IN HOLES I le PROVIDED I I 5/16' BEAD OF NON SKIN TUBE SEALANT 11 (80270) AT PERIMETER OF b FLASHING 1RC34H51 FDR SECTION THROUGH SEE 1 1 1 TRANSITION PLAN VIEW 20340523 05/26/2005 PURLIN PSN- PURLIN SUPPORT MEMBER (PSN) LOCATED AT 1/3 POINIT5 IN EACH BAY GREATER THAN 16' -0 I R Y 1 II 1 1 11 ATE 160 —0 0.C. MAX.) SSR RIDGE TO RAKE TRANSITION (SRR 0 2 1 NTS 18' 28" FLASHING MATERIAL (SEJI) 2 NOTE. FIXED CUPS ARE MARKED WITH PAINTED TAB FOR EASY IDENTIFICATION (34") 6 0 058 W A N B O S N' ,0 Ro B 1,0 94 D V p0 a W I k UPER BL g p A) 8p0 48 1111 1HERMN- 8� 3 FOLD IN MATERIAL SSR RIDGE A� COVER SRC- 3/16" 7/8' TAPE MASTIC (60349) AT PERIMETER OF FLASHING (2) LAYERS OVER RIB RIDGE PU RL1 s9 AG 3200 Players Club Circle Memphis TN 38125 11/9/2005 10:21'19 18" ALUM STRIP FIELD CUT TO 12' ATTACH EA. END OF (PSN W/ (2) 1/4 -14 1 1/4' STRUCT FSNR (55307) CRAP IO 1/4 -14 1 1/8" 5.5. ROOF STITCH FSNR 10 PER PANEL MALE RIDGE COVER (SRCM SSR PANEL SEE ftC34H4I FOR FSNR AND II I MASTIC PATTERN IRC34A71 SSR RIDGE I I I 2600085 1/10/2004 PANEL RIB FILLER (PRF1) FASTEN IN PLACE W/ 4 PDP RIVETS PLASTIC CORNER CAP (PCC1) OR METAL CORNER CAP (MCC1) I NOTCH DETAIL A -A I 1 1 ALL SYSTEMS 2X3641 1/15/1 BUILDING SED'S SSR PANEL CUP RAKE FASCIA (RKF CUT AWAY SHADED AREA 45" BUILDER CHG Building Systems, Inc. IcuSTOMERET Environmental 'LOCATION Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 'BUILDER'S POP 15226 FILENAME: CA0501694 -01 OE1.vpc C OF RIDGE PANEL STIFFENER 7" (PS4) (P55) WITH RIGID BOARD INSULATION 9" STRIP OF 3/16' 7/8 TAPE MASTIC OVER RIB (80347) AND 28" STRIP IN FLAT OF PANEL (80345) EXPIRES 07 18 I RC62A1 I IFOR 4PPROVAL NOT FOR CONSTRUCTION 41,2" FEMALE RIDGE COVER (SRCF SSR PANEL COVER ATTACHMENT IRC34H1I 1 I I BIRD STOP (BSI) FASTEN IN PLACE W/ 4 POP RIVETS GUTTER CLOSURE (GGC FASTEN IN PLACE W/ 10 POP RIVETS SEAL INSIDE PERIMETER OF CLOSURE W/ BRONZE TUBE SEALANT (80507) EAVE GUTTER (EC IRC34H61 EAVE GUTTER CORNER ASSEMBLY I RC38A11 1 I I JOB 0 X40501694 -01 DATE 10/4/2005 VP BUILDINGS DMWN CHECK V0000 4655 MDS VPC V 5.3b PAGE 19 NOTE: FIXED CUPS ARE MARKED WITH PAINTED TAB FOR EASY IDENTIFICATION 8 1/2" OR 11 1/2" PURLIN. WIDEBAY OR JOIST SSR FIXED CLIP BLANKET S— BLOCK, T —BLOCK R —BOARD 105 7/06/2005 PR, VR OR RPR WALL INSIDE CLOSURE PANEL RIB (80130) VEE RIB (8D360) RPR PANEL (80140) 1/2" J BASE TRIM (BT- PR, VR OR RPR W/ BASE TRIM W00123V5 5/31/200 12 -14 1 1/4" WALL STRUCT FSNR. 1' -0" D.C. WC2421 3/23/2054 E1 XE0 CL TNT A'1 3) 0 YJ 1NS A BANK NS c o D B W B 8 1AN 1 SV BLO 182 ,N/ 8 *II TMER Ok- L X -INC SAG ANGLES (SA-) (NOT REQD. WITH WIDEBAY OR JOIST) CBA1 NOTE. A CONC. FSNR. MUST BE LOCATED LESS THAN 6" FROM EACH END OF THE BASE MEMBER. 3/16" 1/4" TAPE MASTIC (80390) 12 -14 1 1/4" WALL STRUCT FSNR 2 PER FOOT 0 PANEL RIB 1 PER FOOT 0 VR RPR BASE ANGLE (BAT) SHOWN. MAY BE BASE G3), BASE (CB4) FINISH FLOOR OR TOP OF CURB WALL CONCRETE FASTENER 24" 0.C. (NOT BY V.P.) BASE OF WALL ATTACHMENT M/CO1A3 PANEL RIB WALL 1 1 DOOR FLASHING JAMB TRIM AT OVERHEAD DOOR PANEL RIB WALL PANEL RIB UNER IRC62B11 PURLINS AT INTERIOR FRAME I I I 6 1/2 OR 8 1/2' SIMPLE PURLINS W/O CLIP 8SO1B224 5/12/2004 BG1 BG2 OR BC3 1 PANEL RIB WALL PANEL JAMB TRIM OT—) 1/4 -14 7/8" WALL STITCH FSNR. 1 PER SUPPORT AND 1 PER GIRT SPACE FSNRS RE0'D WHEN SPACE EXCEEDS 6-0" 12 -14 1 1/4 WALL STRUCT FSNR. 2 PER FOOT 12 -14 1 1/4 WALL STRUCT FSNR. 2 PER FOOT FASTENER PATTERNS 0004210 3/23/2004 I� I SECTION A —A 12 -14 1 1/4 WALL STRUCT FSNR. 1' -O" 0.0 PANEL RIB WALL PANEL IWC24A11 WALL TRIM AT DOOR HEAD I 1 I OVERHEAD DOOR OPENING 05024245 04/06 /2005 ODOR HEADER THE VP ENGINEER 5 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP IRSO1 B21 PURLIN SUPPORT CLIPS 1 1 6 1/2 OR 8 1/2' PURLINS EAVE OR RAKE MEMBER INTERMEDIATE WALL GIRT -12-14 1 1/4" WALL STRUCT FSNR. 1 PER FOOT AT INT GIRTS BASE MEMBER PANEL SIDELAP IWCO4A11 I I I HEADER TRIM (HTS 12 -14 1 1/4' WALL STRUCT FSR. 1' -D O.C. DOOR. FLASHING NOTE: ALL BOLTS SHALL BE 1/2" A325 UNLESS NOTED OTHERWISE NOTE INTERIOR FRAME SHOWN, ENDFRAME SIMILAR PURLIN SUPPORT CLIP (PC27) ARE REQ'0. AT SSR FIXED CLIP LOCATIONS. THEY ARE NOT REO'D. AT END FRAMES OR PURLINS w/ OTHER TYPE CUPS. REFER TO ERECTION DRAWINGS FOR ALL PC27 CUP LOCATIONS. RSO3A1 0/13/2005 1 1/4 ift ill SECTION A —A 1 1/4 WALL STRUCT FSNR. 1 0' 0.C. 4043403 3/24/2054 s o' Acg SEAL WITH SKINNING SEALANT (.°507) IWC24A2 SILL TRIM I 1 FRAMED OPENING (PANEL RIB) 5 SEE RS10 *1 FOR I I I RAKE C HANNEL MARK NUMBER PR, VR OR RPR WALL PANEL (SEE ERECTION DRAWINGS) ✓r G 6 1/2' 8 1/2" PURLINS RAFTER 72 -14 1 1/4" WALL STRUCT FSNR 2 PER FOOT 0 .PANEL RIB 1 PER FOOT 0 VEE RIB RPR PR,VR OR RPR ENDWALL AT RAKE IWC10A11 W/ BLANKET INSULATION 1 1 I wn tw m /st /z 1 PANEL RIB WALL PANEL FIELD MITER (TY AS REQ'D. 1/4 -14 7/8" I WALL STITCH FSNR. 1' -0" D.C. DOOR FLASHING (TOF 12 -14 1 1/4" WALL STRUCT FSNR. WINDOW SILL 1 0' 0.C. THIS DRAWING INCLUDING THE INFORMATION HEREON REMA STHE ROP RTY OF VP BUILD IT IS ROVID SOL FOR ERECTING THE LOING DES 185 E APPLICABLE PURCHASE ORDER AND SHALL NOT MOD ED, REPRODUCED OR US D R NY 0711E RPOS WITHOUT PRIOR WRITTE PPROVAL OF VP THE GENERAL CONTR AND/OR ER TOR SSOLELY RESPONS FOR ACLU ATE, GOOD OU LITY WORKMAN RECTIN NG IN CONFORMANCE WITH THIS AWI ILS ENCED NT AWI AP E VP E TION GUIDES NDUSTRY RDS PERTAIN ROP OTON CORR MPORARY FASTEN RAKE CHANNEL LAPS WITH (2) 1/4 -14 1 1/4 STRUCT FSNR (55307) ENDWALL IRSO3A1I RAKE CHANNEL TO PURLIN (SSR) IRS10G11 WELDED LOW EAVE PURLIN IRS11A21 I 1 6 1/2" 8 1/2' OR 11 1/2 PURLIN (PR OR VR WALLS)! 1 1 P B END FRAME (6 1/2 OR 8 1/2' PURLIN) 1 1 I 100121 02/24/0 8511349 0/00/2005 1/2" CLEARANCE BETWEEN ROOF AND WALL PANEL AT OUTSIDE FACE OF WALL PANEL1 NC1 :05 5/31/2005 FLANGE BRAC (FB OR (SFB WSOIAZY2 2/01/2004 R VI II II I W. P 12 -14 1 1/4" WALL STRUCT FSNR. 2 PER FOOT 0 PANEL RIB 1 PER FOOT 0 VR RPR ZEE GIRT SHOWN CEE GIRT SIMILAR DATE FACE OF WALL PANEL 11/9/2005 RAKE CHANNEL (RKCJ AT 6 1/2" PURUNS (R (RKC--) AT 8 1/2' PURUNS KCH_) AT 11 1/2" PURUNS Id PR, VR OR RPR BOLTS NTS (1) 1/4 -14 x 1 1/4' WALL STRUCT FSNR (55307) WALL PANEL PR, VR RPR WALL AT EAVE STANDARD EAVE PURLIN 1WC24A4 GIRT CONN AT COLUMN I 1 6 1/2 B 1/2' OUTSET SIMPLE GIRTS VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 BOTTOM OF ROOF SHEET t COLUMN DESCRIPTION 10:21:20 STANDARD EAVE PURUN GIRT CLIP (GC4) MAY BE SHOP WELDED (001) BOLTS BUILDING SED'S PURUN CUP (EPC2 0 6 1/2') WELDED (PC13 0 6 1/2 BOLTED (EPC3 0 8 1/2") WELDED (ARC1 W 8 1/2") BOLTED RAKE BEAM 1/4 -14 7/8" WALL STITCH FSNR. 1' -0" O.C. OUTSIDE CORNER FLASHING (CT BUILDER CHG Building Systems, Inc. rUSTOMERET Environmental 1LOCATION Port Angeles, Washington 1PROJECT Port Angeles Transfer Station !BUILDER'S POO 15226 FILENAME CA0501694-010E1 vpc 9 1 6 IWC1 1A11 OUTSIDE CORNER TRIM 1 1 1 PANEL RIB WALL *520 155 2/21/2005 FRAME EXPIRES 07 18- aC. IWSO1A2I 1 1FOR 4PPROVAL NOT FOR CONSTRUCTION STANDARD LOW EAVE PURLIN PANEL RIB WALL IWC20A11 I 1 I OB O501694 -01 DATE CA 10/4/2005 VP BUILDINGS DRAWN/CHECK V2*02#RIAEN MDS 5.3b PAG =20 FIELD LOCATE AND DRILL (2) 9/16" DIA. HOLES IN RAFTER FOR BOLTS GABLE GIRT CUP (GC11 0 8 1/2" GIRTS (GC64 0 6 1/2" GIRTS OUTSET GIRT ZEE GIRT SHOWN CEE GIRT SIMILAR GABLE GIRT CONN TO RAKE BEAM IWSO4A2 GIRT CONN AT CORNER COLUMN IWS12D2I 6 1/2 8 1/2' OUTSET GIRTS 1 1 ANY OUTSET GIRT AT EW ANY OUTSET GIRT AT SW 1 1 I *5044208 7/01/2064 85I202Y1 5/25/2004 OF HOLES DOOR JAMB CLIP (DJC1- OR DJC6 BOTTOM OF RAKE BEAM- JAMB TO RAKE BEAM 8 1/2 OR 6 1/2' JAMB, OUTSET ENDWALL *5205547 5/27/2204 RAKE BEAM RAKE BEAM FIELD LOCATE AND DRILL (2) 6/18' OIAMEIER HOLES RAKE BEAN TO ATTACH (PI01) 8 1/2' OR 6 1/2' JAMB SINGLE OR DOUBLE SECTION A -A IWS20A5 JAMB BASE ATTACHMENT. RAKE BEAM NOTE; FIELD NOTCH 8 1/2' ENDWALL GIRT FLANGE WHEN CORNER COLUMN FLANGE WIDTH EXCEEDS 7' COLUMN 6 1/2" DR 8 1/2" ENDWALL GIRT CORNER GIRT CUP (GCC 1/4 -14 1 1/4" STRUCT FSNR (55307) 2 PER ANGLE a'/ RT 6 1/2" OR 8 1/2' JAMB, SINGLE OR DOUBLE FRAMED OPENING 12 -24 1 1/4" STRUCT FSNR (56101) 2 PER JAMB (ALTERNATE. TACK 1 1 /4 a I I a L 0 6 1/2 OR 8 1/2' JAMB W520UV5 06/05/2020 GIRT CUP SEE FRAME SECTION FOR CLIP MARK /'S HOLES MAY BE CENTERD ON GIRT CUP 6 1/2" OR 8 1/2" SIDEWALL GIRT 1 GIRT FILLER ANGLE (GFA FRAME JAMB BASE CUP r CI 0 8 1/2" JAMB C2 0 6 1/2' JAMB 1/2" ANCHOR BOLTS 6 AX THE VP ENGINEER 5 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP CONCRETE FSNR AT 24" 0.C. (NOT BY V.P BASE MEMBER IWS20A8I I 1 I FIELD LOCATE AND DRILL (2) 9/16' DIA HOLES IN GIRT FOR (GC10) OR (GC65) GIRT CUP 6 1/2" OR 8 1/2' OUTSET EW GIRT GIRT CUP (GC10) OR (GC65) SECTION A -A GIRT CONN AT CORNER COLUMN IWS12E2 JAMB TO GIRT ANY OUTSET GIRT AT EW 8 1/2' INSET GIRT AT SW 1 1 5512C2V) 05/26/2004 3/4" 3 1/4" 1 1 10 1 1 SECTION A -A GIRT TO JAMB 8 1/2 GIRT 8 1/2 JAMB *5200246 R */2A/2005 GIRT FILLER ANGLE (GFA 1.101E, FIELD NOTCH 8 1/2" ENDWALL GIRT FLANGE WHEN CORNER COLUMN FLANGE WIDTH EXCEEDS 7' yJ 8 1/2" GIRT ZEE GIRT SHOWN CEE GIRT SIMILAR GIRT CLIP (GCS) MAY BE SHOP WELDED (GC2) 8 1/2" INSET SW GIRT 1/4 14 1 1/4' STRUCT FSNR (55307) 3 PER ANGLE O iRT 8 1/2" JAMB, SINGLE OR DOUBLE IWS20D2I 1 I I THIS DRAWING, INCLUDING THE INFORMATION HEREON EMAINS THE ROPERTY OF VP BU NGS. RI ROVIDEDSOLEL GTHE ILDIN ESCR BED IN THE APPLICABLE RCHASE ORDER AND SHALL OT BE MODIFIED, REPRODUC D OR USED F NY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE ERAL CONTRACT ND/OR IS SOLEL RESPON LE FOR ACLU ATE, GOOD UA11Y WORKMANS N CTING THIS BUILD IN CO MAAN WITH THIS D AWING, DETAILS REFS ENCED NTH1 AWING, ALL APPLICABLE VP ERECTION GU S STRY STANDARDS RTAIN GTO ROPER 0110 NCL GTHE COR SE OFTEMPOR BRAG 6 1/2" OR 8 1/2" CEE GIRT 8 1/2' F 3/4" I 5 1/4" 8 1/2" JAMB, ANY CEE GIRT *5260145 05/27/2004 6 1/2' OR 8 1/2' DOOR HEADER b 1/2" OR` 8 1/2 EQUAL 3` EQUAL r 1 I I ;I I OPENING 1 HEIGHT I I SECTION A -A HEADER TO JAMB ANY HEADER, ANY SINGLE JAMB *5200445 05/27/2004 REV' II II II 1 ATE 11/9/2005 NTS FIELD LOCATE AND DRILL (2) 9/16' DIAMETER HOLES IN CEE GIRT TO ATTACH JAMB VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 00500IO 10:21:22 GIRT ELEVATION 8 1/2" JAMB, SINGLE OR DOUBLE 1/2" OR 8 1/2" JAMB. SINGLE IWS20D9I. I I I 6 1/2" OR 8 1/2" ZEE GIRT 8 1/2" 3 2 3/4" 3 1/2" SECTION A -A IWS20A11 JAMB TO GIRT I 1 I 8 1/2 JAMB, ANY ZEE GIRT *5204248 05/27/2004 BUILDING SED'S BU1100R I CI-IG Building Systems, Inc. IGUSTOMER ET Environmental '10041100 Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 'BUILDER'S PON 15226 FILENAME CA0501694 -01OE1 vpc FIELD LOCATE AND DRILL (2) 9/16' D451451 R HOLES IN ZEE GIRT TO ATTACH JAMB FOR APPROVAL NOT FOR CONSTRUCTION A 8 1/2" JAMB, SINGLE DR DOUBLE VPC VERSION 5.3b GIRT ELEVATION IWS20A2I 1 I I JOBS CA0501694 -01 DATE 10/4/2005 DRAWNA:HECK MDS PAGE 21 STANDARD CLIPS KEY TO MARK NUMBERS REFER TO EN50A1 GGC1'_ GIRT CONN. CUP (OUTSET) JAMB TO COL. EIGHTHS CONN. PLATE T� FS (ucHNS T M IN HET JC_ STANDARD TRIM *TRIM COLOR NOTE* D DESIGNATES COLOR SIDE -PITCH CODE TO 12 GUTTER CLOSURE 12 1 1/4" VARIES d M RCL_ �NOM. LENGTH RAKE CLOSURE 12 PITCH CODE TO 12 GC11* GGC_ RCL DOOR JAMB CLIP (OUTSET) GIRT CONN. CUP (INSET) PS8 `LEIGHTHS INCHES FEET AT_ NOM. LENGTH ADAPTOR TRIM C HT_ f- NOM. LENGTH HEADER TRIM I HT_ 1 22 5/8 1/2 h .I 1 RKF `NOM. LENGTH RAKE FASCIA DJC1 12 PITCH CODE TO 12 10012 PURLIN CONN, CUP PURLIN STABILITY BRACE LENGTH PSB_ 4" -1 AT 1 1/4" 4 1 1/2" RKCF_ DDO( CLIP I D J C 2* 0 0 BASE TRIM 1 7/B" SOFFIT EAVE FLASH GC1 6 1 a BT__ NOM. LENGTH i`4' IBT HTS "i4 1/2' NOM. LENGTH HEADER TRIM HIS I 5 1 SET= -PRCH CODE TO NOM. LENGTH OUTSET GIRT CORNER CLIP GCC072084 '4 C CET* PITCH CODE TD 12 NOM. LENGTH I 4 CANOPY EAVE TRIM 0ET_ H1 INSIDE CORNER TRIM ICF___ NOM. LENGTH FFC T 3/4° PITCH CODE TO 12 ENDPOST CLIP (FULL FRAME) CF SET= 12 T L--- PRCH CODE TO 12 NOM. LENGTH S E F SOFFIT EAVE TRIM S ET_ THE VP ENGINEER 5 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER 5 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT DR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP GCC072 OUTSET GIRT CUP �FIDHTLS TH'K (EIGHTHS) N (INCHES) pNCnrs 1 004 CORNER TRIM 1 1/4 Jf NOM. LENGTH JAMB TRIM N C ST__ Fes �1 NOM. LENGTH SOFFIT TRIM NOM. LENGTH I CT_ I JT_ ST_ INSET GIRT CUP OUTSET GIRT CORNER CLIP (GEN.) GCD05___ GCC Lg m6�IN 63 MASONRY TRIM 1005 GCD N1i DF__ NOM. LENGTH DOOR FLASHING D F 8 5/8" 1 MS n Y— NOM. LENGTH MS I I---DIMENSIONAL CODE NOMINAL LENGTH goo EXT.) STC_ GCE05 7 L— THIS DRAWING INCLUDING THE INFORMATION HEREON MAINS THE ROPERTY OF VP LDINGS RI PROVIDEDSOLEL ERE G'ME DESCRIBED IN A LICABLE PU HASE AND HALL NOT BE MODIFIED, R PRO C D OR US OR NY OTHER PURPOSE WITHOUT RIOR WRNTE ROVAL OF VP BUILD 805. THE GENERAL CONTRA0 ND/OR CTOR IS 501EL SPONSIBLE FOR ACCU GOOD WITTY WORKMAN ERECTING THI5 U CONFOR MAN EWITH THIS AWI G. DETA RE EN DRAWI LAP LICABLE ER TION ND NDUSTRY AND RCS TAM GTOP ERECTION INC RIG THE COR CT 5E OF TEMPOR BRAG NG. INSET GIRT CUP EItiNNS 711'1 1. (Eldrtn5)) WON (NCNES) L/R HAND PITCH CODE- I 100 TO 12 I EA EAVE ASSEMBLY Q MTV NOM. LENGTH MASONRY EAVE TRIM T 3" 7LT_ NOM. LENGTH TUF -CITE TRIM GCE_ INSET GIRT CLIP PARTS TO BE SHOP ASSEMBLED (LEFT HAND SHOWN) 1 1 1 I T LT_ REV DATE 11/11/2005 INSET GIRT CUP GIRT FILLER ANGLE GCB GFA -1 CFA_ LENGTH =1 -6" [-f CADS L GFA_ 58 \L 1 2 9/16' 1 7/1611 3/4" 1 1/4 I -PRCH CODE- TO 12 NOM. LENGTH I E F SAVE FASCIA 12 t Y7 1 1/2" ,i 3 1 1/4 1I� 1 4 1/ 4 I/2' PKF_5 Ll -PITCH CODE- TO 12 NOM. LENGTH PEAK FASCIA I P F_ WALL TO ROOF FLASHING 12 VARIES VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 DESCRIPTION a WRF= I I-- PITCH CODE- TO 12 NOM. LENGTH WRF 10:51 CORNER COL. CONN. TO RAKE CHANNEL I G C 9 GIRT CONN. CUP TO EAVE PURUN EG VARIES I GP C1 PRCH CO DE- TO 12 NOM. LENGTH EAVE GUTTER E G MRD19 Drawing BUILDER CHG Building Systems, Inc. ICUSTOMERET Environmental IILGCATION Port Angeles, Washington IPROJECT Port Angeles Transfer Station 1E16110E6'S POR 15226 81105AME. CA0501694 -010E1 vpc OUTSET GIRT CUP (FULL FRAME) JAMB BASE CUP 1 Er— r -PITCH CODE- TO 12 NOM. LENGTH EAVE TRIM 12 GC 1 0* IJBC B 3/^ I ET_ n PITCH CODE _TO 12 DIM A RCF__ 11 I DIMENSIONAL CODE NOMINAL LENGTH ROOF HEIGHT R C F_ C6 T IIIPA5II NG 1) w I/4 WAS 4. G VPC VERS 5.3b OBs CA0501694 -01 DATE I 10/4/2005 I I DRAWN/CHECK MDS I PAGE 22 TYP SEE NOTE 4 HAUNCH COLUMN CONNECTION TOP BOLTED SEE NOTE 4 l FRAME CONNECTION INTERIOR COLUMN SEE NOTE 4 TYP V 1 DESIGN MEMBER DEPTH (SEE FRAME CROSS SECTION V **v I �ST1FF 3 V N DESIGN MEMBER DEPTH TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN V STITCH 1 1/2 3 (10 GA WEB 14 WEB 2 5 4 8 (5/16 1/2 WEB (S.W.) 11/2" DENOTES 2% 1 .11 7 BASE PLATE 1 I I/STITCH 1 1/2" 3 (10 GA. WEB) 2 5 3/16 1/4 WEB) 4 8 5/16 1/2 WEB =--1- I I 1 1 I COLUMN (CX OR (ICX MAY BE STRAIGHT SEE NOTE 4 V D 4* V STITCH 1 1/2 3 (10 GA WEB) 2 5 (3/16 1/4 WEB) 4 8 (5/16 1/2 WEB) I LOW SIDE HAUNCH CONNECTION FACE BOLTED SEE NOTE 4 DENOTES 214 VSTITCH 1 1/2" 3 (10 GA. WEB) HIGH SIDE CONNECTION FACE BOLTED SEE NOTE 4 V THE VP ENGINEER 5 SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP 1 1 ROWS t I N.1 7 N DESIGN MEMBER DEPTH N TUBE OR PIPE BASE PLATE CONNECTI BASE PLATE TO COLUMN y ROWS IN EXPIRES ROWS OUT A 0 **7 V \TYP 1 V BEAM MAY BE 2 5 (3/16 1/4 WEB) TAPERED 4 8 (5/16 1/2 WEB) DESIGN MEMBER DEPTH DENOTES 2)7 1 COLUMN (CX OR (ICX TUBE OR PIPE COLUMN RANDOM SHOP SPLICE BASE PLATE rtT I 07 18- 41.ko 1 SEE NOTE 4 N TYP TYP I RIDGE CONNECTION I I I BOLTED I FLANGE CHANGE CONNECTION 1 1 1 SPUCE FLANGE PLATE WEB PLATE V MIN. ROWS OUT FI 3 RIMS FFFiii ---L GENERAL NOTES. DENOTES 21" 3 BOLTS AT 3" GUAGE TYPICAL. 4 SIZE OF WELDS UNLESS NOTED ARE BASED ON MATERIAL THICKNESS AND A.W.S. STANDARDS I I I I I 1 SEE FRAME CROSS SECTION FOR BOLTING PLATE THICKNESS AND NUMBER OF ROWS OUT AND N. 2. MIN. BOLTING PLATE WIDTH FLANGE SIZE (6" MIN.) FLANGE THICKNESS 3/16" 1/4" 1 5/16 "1 3/8 1 1/2" 1 5/8" 1 3/4" 1 1" 11 1/8 "11 1/4 "I>1 1/4' 3/16 1 3/16" 3/16" 1 3/16" b/16 061 1/8" 1/8" 1 1/8" I 1/8" 1/B" I 1/8" 1 3/16" 1/4" 1 1/8" 1/8" 5/16" 1 1/8" 1/8" Lr 3/8 "1 1/8 1 1/8 1/2" 1 1 /8" 1 1 /8" 3I 5/8" 1 1 /8" I 1/8 3/4" 13/16" 13/16" 1 /8" 1 1/8" 3/16" 1 3/16" 3/16" 1 3/16" 3/16" 13/16" 3/16" 1 3/16" 3/16" 1 3/16" TYPICAL NOTES TYPICAL SECTION THRU BUILT -UP MEMBERS THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE RTY OF VP LOIN R IS PROMO SOLELY FOR G THE BUILDIN DESCR BED N THE APPLICABLE CHASE ORDER AND SHALL NOT BE MODIFIED, REPRO C D OR USED FO ANY OTHER P RPOSE WITHOUT P IOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR OLEL RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMAN N ERECTING THIS BU LOIN N CONFORMANCE WITH THIS DRAWING. DETAILS REFEREN N THI DRAWIN ALL AP LICABLE VP ERECTO ND INDUSTRY STANDARDS TNN T PROPER ER TION. UDING THE COR SE OF TEMPORARY BR NG. 1/8" 1 1/8" 1 3/16" 3/16" 1 3/16" 1 3/16" 3/16" 1 3/16" 1 3/16" 3/16" 1 3/16" 1 3/16" 3/16" I 1/4" 11/4 3/16 I 1/4" 1 1/4" 1 3/16" 1 1/4" 13/16" 1 1/4" 13/16" 1 1/4" 13/16" 1 1/4" 1 1/4" 1 1/4" 1 1 /4" 1 1 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV( II 1/4" 1 1/4" 1/4" 1 5/16" 1/4" 1 5/16" 1/4 1 5/16 1/4" 1 5/16 1/4" 1 5/16" I I I I I 11/11/2005 BV NTS 1 DENOTES 2'34" I SPLICE CONNECTION I I I TYP UP TO 1/4 MAT RANDOM SHOP SPLICE SHOP SPUCE n V I i \L I y ROWS OUT LIGHT GUAGE WELDS SHAPES PRODUCED FROM DOUBLE CEE LIGHT GUAGE MATERIALS SHALL BE JOINED BY INTERMITTENT GROOVE WELDS DOWN BOTH SIDES OF THE MEMBER. THE WELDS NT SHALL BE 2" LONG AND LOCATED NO FURTHER APART FROM THE SPACING SHOWN IN THE TABLE. IN ADDITION TD THE REQUIRED INTERMITTENT WELDS THE FIRST 2" AT EACH END OF THE MEMBER SHALL BE JOINED BY 2" OF WELD. 24' 1 4-8 TYP J TABLE TYP 2 LIGHT GAGE WELDS DESCRIPTION 10:5113 SPACING TABLE MEMBER MAX. SPACING LENGTH I OF 2" WELD 6' 1 L6 6 Z 6' 12' 12" Z 12' 18'1 24" 18' 241 36" FOR APPROVAL NOT FOR CONSTRUCTION MRD50 Drawing z \TYP X ROWS IN (BUILDER CHG Building Systems, Inc. rUSTOMERET Environmental I LDD511ON Port Angeles, Washington r 0.IECT Port Angeles Transfer Station BUILDERS POs 15226 FILENAME CA0501694-01 OE 1.vpc BEAM MAY BE TAPERED Z o 0 OB CA0501694 -01 J I DATE 10/4/2005 VP BUILDINGS DRAWNICHEGK ARCOFRL 5 MDS PAGE 23 VPC VERSION 5.3b ROOF STRUCTURAL FASTENER 12 -14 X 1 1/4' SS SCOTS (TEKS /2) WITH WASHER MARK NUMBER COLOR 57407 ARTIC WHITE 57403 ASH GRAY 57406 CLASSIC BEIGE 57415 COOL COLONIAL RED 57416 COOL DARK BRONZE 57417 COOL REGAL WHITE 57418 COOL SIERRA TAN 57419 COOL WEATHERED COOPER 57420 COOL ZINC GREY 57401 EGYPTIAN WHITE ROOF STRUCTURAL FASTENER 12 -14 X 1 1/2' SS SCOTS (TEKS /2) WITH WASHER MARK MARK NUMBER COLOR NUMBER 57807 57803 57806 57815 57816 57817 57818 57819 57820 57801 ROOF STITCH FASTENER 1/4 -14 X 7/8' SS SCOTS (TEKS /1) WITH WASHER MARK MARK NUMBER COLOR NUMBER 57607 57603 57606 57615 57617 57618 57601 ROOF STITCH FASTENER 1/4-14 X 1 1/8' SS SCOTS (TEKS /1) WITH WASHER MARK MARK NUMBER COLOR NUMBER 57657 57653 57656 57665 57666 57667 57668 57669 57670 57651 ARTIC WHITE ASH GRAY CLASSIC BEIGE COOL COLONIAL RED COOL DARK BRONZE COOL REGAL WHITE COOL SIERRA TAN COOL WEATHERED COOPER COOL ZINC GREY EGYPTIAN WHITE ARTIC WHITE ASH GRAY CLASSIC BEIGE COOL COLONIAL RED COOL REGAL WHITE COOL SIERRA TAN EGYPTIAN WHITE ARTIC WHITE ASH GRAY CLASSIC BEIGE COOL COLONIAL RED COOL DARK BRONZE COOL REGAL WHITE COOL SIERRA TAN COOL WEATHERED COOPER COOL ZINC GREY EGYPTIAN WHITE MARK NUMBER 57421 57426 57427 59462 57422 57409 57423 57424 57425 59464 57400 57821 57826 57827 57812 57822 57809 57823 57824 57825 57814 57800 57612 57609 57623 57624 57625 57614 57600 57671 57676 57677 59402 57672 57659 57673 57674 57675 59404 57650 COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR LEAF GREEN PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER 5 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP WALL STRUCTURAL FASTENER 12 -14 X 1 1/4' CARBON (TEKS /2) W/O WASHER MARK NUMBER COLOR 56467 ARTIC WHITE 56463 ASH GRAY 56466 CLASSIC BEIGE 56475 COOL COLONIAL RED 56476 COOL DARK BRONZE 56477 COOL REGAL WHITE 56478 COOL SIERRA TAN 56479 COOL WEATHERED COOPER 56480 COOL ZINC GREY 56451 EGYPTIAN WHITE WALL STRUCTURAL FASTENER 12 -14 X 1 1/2' CARBON (TEKS /2) W/O WASHER MARK NUMBER COLOR 56667 ARTIC WHITE 56663 ASH GRAY 56666 CLASSIC BEIGE 56675 COOL COLONIAL RED 56676 COOL DARK BRONZE 56677 COOL REGAL WHITE 56678 COOL SIERRA TAN 56679 COOL WEATHERED COOPER 56680 COOL ZINC GREY 56651 EGYPTIAN WHITE WALL STITCH FASTENER 1/4 -14 X 7/8' CARBON (TEKS /1) W/O WASHER MARK NUMBER COLOR 56567 ARTIC WHITE 56563 ASH GRAY 56566 CLASSIC BEIGE 56575 COOL COLONIAL RED 56576 COOL DARK BRONZE 56577 COOL REGAL WHITE 56578 COOL SIERRA TAN 56579 COOL WEATHERED COOPER 56580 COOL ZINC GREY 56551 EGYPTIAN WHITE MARK NUMBER 56481 56486 56487 56471 56482 56459 56483 56484 56485 56473 56461 MARK NUMBER 56681 56686 56687 56671 56682 56659 56683 56684 56685 56673 56661 MARK NUMBER 56581 56586 56587 56971 56582 56559 56583 56584 56585 56573 56561 COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP LDIN IT 5 ROVID D5OLEL FOR ER CTING THE ILD ((SCR BED N THE APPLICABLE PURCHASE DER AND SH LL NOTE OD ED. REPRO C DOR USED FOR ANY OTHER RPOS WITHOUT 100 WRITTEN APPROVAL OF VP BUILDINGS TH ERAL CONTRACTOR ND/OR ERECTO OLEL RESPON LE FOR ACCURATE. GOOD 0 LITY WORKMAN CTINGTHIS DU LOIN N CONFORMANCE WDH TH15 RAWING DETAIL REFEREN IN THIS DRAWIN LL APPLICABLE V ERECTION IDES O STR TANDARDS PERTAIN PROPER ER CTIO DING THE CORREC SE FTEMPORARY VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 IREVI 1 I DATE 11/11/2005 PANEL CLOSURES MARK NUMBER 80130 80140 80360 80362 80356 80358 80140 80130 80135 80136 POP RIVETS 1/8' DIAMETER ALUMINUM RIVET (250 PER BOX) MARK NUMBER COLOR 55261 ARTIC WHITE 55267 ASH GRAY 55262 CLASSIC BEIGE 55269 COOL COLONIAL RED 55286 COOL DARK BRONZE 55287 COOL REGAL WHITE 55288 COOL SIERRA TAN 55289 COOL WEATHERED COOPER 55290 COOL ZINC GREY- 55260 EGYPTIAN WHITE BULB TITE STRUCTURAL BLIND RIVET MARK NUMBER COLOR 55181 ARTIC WHITE 55160 ALUMINUM TUBE SEALANT MARK NUMBER DESCRIPTION 80260 WHITE SKINNING 80265 GRAY SKINNING TAPE MASTIC DESCRIPTION 3' INSIDE PANEL RIB CLOSURE 3' OUTSIDE PANEL RIB CLOSURE 3' INSIDE VEE RIB CLOSURE 3' OUTSIDE VEE RIB CLOSURE 16' INSIDE STRAN -LOK CLOSURE 16' OUTSIDE STRAN -LOK CLOSURE 3' INSIDE RPR PANEL CLOSURE 3' OUTSIDE RPR PANEL CLOSURE SSR FOAM INSIDE CLOSURE SSR HARD RUBBER INSIDE CLOSURE MARK NUMBER DESCRIPTION 80069 80335 80345 I I I I 1 NTS DESCRIPTION 10:51012 MARK NUMBER 55291 55296 55297 55283 55292 55265 55293 55294 55295 55285 MARK NUMBER 55185 MARK NUMBER 80270 80507 3/16' X 2' X 25' ROLL 3/16' X 2 1/2' X 20' ROLL 3/16' X 7/8' X 28' BOX OF 100 200 LINEAL FEET OF COVERAGE PER BOX 80347 3/16' X 7/8' X 9' (50) AND 3' (150) BOX 100 LINEAR FEET OF COVERAGE PER BOX 80349 3/16' X 7/8' X 40' ROLL 80390 3/16' X 1/4' X 40' ROLL BUILDER CI-IG Building Systems, Inc. IcusEOMERET Environmental 1100An0N Port Angeles, Washington (PROJECT Port Angeles Transfer Station (BUILDERS POU 15226 FILENAME CA0501694 -01OE1 vpc COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY COLOR PATRICIAN BRONZE DESCRIPTION WHITE NON SKINNING BRONZE SKINNING EXPIRES 07 18- c FOR APPROVAL NOT FOR CONSTRUCTION Common Warehouse Partmarks OB CA0501694 -01 J DATE 10/4/2005 VP BUILDINGS DRAWN/CHECK MDS VPCVE 5.3b PA0024 1 Application Number . . . . . 22-00000632 Date 5/24/22 Application pin number . . . 700552 Property Address . . . . . . 3501 BLDG D W 18TH ST ASSESSOR PARCEL NUMBER: 07-30-01-2-2-0000-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc Outlet scale read out ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF PORT ANGELES OLYMPIC ELECTRIC CO INC 321 E 5TH ST 4230 TUMWATER PORT ANGELES WA 983620217 PORT ANGELES WA 98363 (360) 457-5303 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . Permit Fee . . . . 74.00 Plan Check Fee . . .00 Issue Date . . . . 5/24/22 Valuation . . . . 0 Expiration Date . . 11/20/22 Qty Unit Charge Per Extension 1.00 74.0000 ECH EL-COMM BRANCH CIR WO/ S/F 74.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 74.00 74.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 74.00 74.00 .00 .00 ELECTRICAL INSPECTION WIRING REPORT APPROVED NOT APPROVED DITCH ROUGH IN/COVER SERVICE FINAL COMMENTS: Scale outlet NOTIFY INSPECTOR at (360) 808-2613 WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DATE PERMIT # INSPECTOR 5/24/2022 22-632 TAP OWNER CONTRACTOR Olympic Electric PROJECT ADDRESS 3501 W 18th St