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Home My WebLink About3501 Bldg I W 18th St - Fluoride Shack - BuildingNew Address (per Roger Vess) 11 -24 -09 FLUORIDE SHACK NEW ADDRESS: 3501 BLDG I W 18 ST LOCATION ID: 158038 OLD ADDRESS 3439 BLDG B W 18 ST PREPARED 5/18/06 8 26 58 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 5/16/06 ADDRESS 3439 BLDG B W 18TH ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR CH2MHILL CONSTRUCTORS INC PHONE (916) 496 7643 OWNER CITY OF PORT ANGELES PHONE PARCEL 07 30 01 2 2 0000 0000 APPL NUMBER 06 00000041 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 4/07/06 JLL BUILDING FRAMING 4/10/06 AP 04/06/2006 04 27 PM PBARTHOL HANK 719 491 1710 04/10/2006 08 38 AM JLIERLY BL3 02 4/19/06 JLL BUILDING FRAMING 4/19/06 AP 04/19/2006 08 13 AM PBARTHOL 04/19/2006 04 02 PM JLIERLY This inspection is for framing only foundation and plumbing was completed and covered without inspection jll BL99 01 5/16/06 �L BUILDING FINAL }i 05/18/2006 08 25 AM JLIERLY PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 5/16/06 JLL MECHANICAL FINAL Lt 05/18/2006 08 25 AM JLIERLY PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL99 01 5/16/06 JLL PLUMBING FINAL OVERRIDE TAKEN BY JLIERLY DATE 05/18/06 TIME 08 26 34 05/18/2006 08 26 AM JLIERLY COMMENTS AND NOTES gaG, 1/46 s 1- f 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 Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date WA 98362 74013 80 50 FIRE SPRINKLER COMM 11/05/06 CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5th Street, Port Angeles, WA 98362 06 00000041 374464 3439 BLDG B W 18TH ST 07 30 01 2 2 0000 0.000 CITY OF PORT ANGELES COMM NEW CONST PUBLIC BUILDINGS PARKS 377300 Contractor Date 5/09/06 CH2MHILL CONSTRUCTORS INC 1100 112TH AVE NE SUITE 400 0217 BELLEVUE WA BELLEVUE (916) 496 7643 TOTAL LOT COVERAGE 1 00 CONSTRUCTION TYPE VN NUMBER OF STORIES 1 00 EXISTING LOT COVERAGE 1 00 LOT SIZE 1 00 NUMBER OF UNITS 1 00 Valuation Qty Unit Charge Per BASE FEE 10 00 3 0500 HND BL 501 2K (3 05 PER C) Special Notes and Comments 01/26/2006 08 25 AM KDUBUC Separate fire sprinkler plans will be required 01/26/2006 08 25 AM KDUBUC The plans indicate the provision of an NFPA hazardous materials placard Placards must face in the most likely direction of emergency vehicle access 01/26/2006 08 26 AM KDUBUC A KNOX locking keybox will be required for this structure Please contact the Fire Department at (360) 417 4653 for a KNOX order form Also contact the Fire Department for mounting location advice 01/26/2006 08 27 AM KDUBUC The fire sprinkler system in this building must be remotely monitored 01/26/2006 08 28 AM KDUBUC Port Angeles Municipal Code requires that all Group 'H occupancies have a manual fire alarm system installed In this case the requirement can be accomplished with the addition of a single manual pull station inside the entry door This project will require seperate permit and fire WA 98004 Plan Check Fee 52 33 1500 Extension 50 00 30 50 This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision any state or law regulating the work specified in the permit. 9 06 Sign f C#jtor or Authorized Agent Date Signature of Owner (if Owner is builder) Date Call 360- 417 -4655 for fire inspections. Please provide a minimum 24 -hour notice It is unlawful to cover, insulate or conceal any work before inspected and accepted. Post permit in a conspicuous location. Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS FIRE PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE I Date Passed I Completed by Contractor- Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated Comments 2/15/00 psi psi Application Number 06 00000041 Application pin number 374464 Special Notes and Comments sprinkler plans for review 01/17/2006 05 35 PM SROBERDS The proposal will result in the construction of a fluoride storage /feed facility in the PBP zone No land use issues are noted Electrical load calculations and elctrical permits are required Electrical engineering will need load and voltage requirements in order to prepare a cost estimate and order material 01/17/2006 01 07 PM GMCLAIN Building water line connection to main will be completed by contractor 24 hr notice to Public Works Engineering is required for inspection when making this connection Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5th Street, Port Angeles, WA 98362 Page 2 Date 5/09/06 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1800 00 Charged Paid Credited Due 80 50 80 50 00 00 52 33 52 33 00 00 1804 50 1804 50 00 00 1937 33 1937 33 00 00 This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compied with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. Signature of Contractor or Authorized Agent Date Signature of Owner (if Owner is builder) Date FIRE PERMIT INSPECTION RECORD Call 360- 417 -4655 for fire inspections. Please provide a minimum 24 -hour notice or conceal any work before inspected and accepted. Post permit in a conspicuous KEEP PERMIT CARD AND APPROVED PLANS AT Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP GAS Underground piping inspection/pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS I Date Passed I K p i /o7 Completed by Contractor- Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated It is unlawful to cover, insulate location. JOB SITE Comments 2/15/00 psi psi PREPARED 4/19/06 13 26 01 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 4/19/06 ADDRESS 3439 BLDG B W 18TH ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR CH2MHILL CONSTRUCTORS INC PHONE (916) 496 7643 OWNER CITY OF PORT ANGELES PHONE PARCEL 07 30 01 2 2 0000 0000 APPL NUMBER 06 00000041 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 4/07/06 JLL BUILDING FRAMING 4/10/06 AP 04/06/2006 04 27 PM PBARTHOL HANK 719 491 1710 04/10/2006 08 38 AM JLIERLY BL3 02 4 19/06 JLL BUILDING FRAMING 04/19/2006 08 13 AM PBARTHOL COMMENTS AND NOTES pi op tJs ot.() �0 3l S t4 7 �S� f 9 ;I a x kw,i PREPARED 4/07/06 13 30 05 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 4/07/06 ADDRESS 3439 BLDG B W 18TH ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR CH2MHILL CONSTRUCTORS INC PHONE (916) 496 7643 OWNER CITY OF PORT ANGELES PHONE PARCEL 07 30 01 2 2 0000 0000 APPL NUMBER 06 00000041 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 /07/06 BUILDING FRAMING 04/06/2006 04 27 PM PBARTHOL HANK 719 491 1710 COMMENTS AND NOTES Project Name Temp Fluoridation facility Address 3501 West 18th Installer• Cosco Fire Protection Installer Telephone 425 827 9654 Type of System. Wet PORT ANGELES FIRE DEPARTMENT 102 East Fifth Street, Port Angeles, Washington 98362 (360) 417 -4650 FAX (360) 417 -4659 Fire Sprinkler System Plan Review 13 Ej Date 4 3.2006 PAFD Permit 06 -21 Additional Comments 13 13D❑ We have checked this plan and find that it conforms to the requirements of the code. All systems, including underground mains, shall be installed by a state licensed and certified company Systems shall be installed per the applicable NFPA Standard (NFPA 13) All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush of the underground piping is required. Before final acceptance of the system, an inspection will be conducted to ensure that the installation complies with the applicable NFPA Standard. This 13 system will require a 200 PSI pressure test as well as a test of the flow switch. Contractor Reviewed by ul40 Iln Building Department Date y 3 O6 Fire Department Credit Card Holder Name Billing Address. Credit Card Type VISA BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 FOR OFFICIA L� 1 1SE NLLY Date Rec. J( Ov Permit #.eZ I Date Approve 3I Date Issued:,'? •f 04 Applicant or Agent: ClpcGD ftF.E p Tecil a Phone z s) 7'[, q r� Owner C 1'f 1 ar z+. AIJe.1✓Le'S AAA) `Jr Phone est"otS,44-t- 4 sZt Address 32L E FIfTH 11" City 2o12T A1,1GEt Zip 9_ C. Architect/Engineer Phone Contractor 005GO f %c.f, yge ate License #:Co4ca f'II sEatA Phone 827 /6 4 Address bSIb 01 T I I L P 1 C uE city KIRK.t -FILL O 1 1 3 A Zip 18633 PROJECT ADDRESS 3 Sc 1 %,04 L TB S ?OCT AA)LEI' ZONING LEGAL DESCRIPTION Lot. MA Block 4 Subdivision IAN CLALLAM COUNTY PARCEL NUMBER J'j I 'A i 3_° 3 4 O/)e) f2[16eo 1 0.13(...FLFS A CHEc._ fer)te '[(kE f rH T fee MC 4_ D6,729—.141,10. TYPE OF WORK Residential New Constr Re -roof 0 Stove SF /SF Multi- family Addition Move Garage SF /SF Commercial Remodel Demolition Deck SF /SF Repair Sign )Q Other FL CiTeelIbi—VOTAL VALUATION j5e)t BRIEF DESCRIPTION OF THE PROJECT 11.I4'QtLI ItTerCA1 STA. 03e jjalL. SeST &IL& t13 fb (L,A42. Flo DRIP iMbt.1 L5 o (Pt OIQU OL«- cALcs 4(A ee-K pt ea 4e cr L.c. o €.01 m-A- z O o P c SIZE /VALUATION COMMERCIAL /RESIDENTIAL Occupancy Group Occupant Load I O Construction Type No of Stories 1 Lot Size Existing Sq Ft. Q Proposed Sq Ft. 48O TOTAL Sq Ft. 4 Q Total lot coverage PLANNING USE ONLY ESA /Wetland(s)• Yes No SEPA Checklist required? Yes No Other• VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance PLAN CHECK FEE IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted All other permit fees are due at the time of permit issuance EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section 8105.3.2 of the International Building /Residential Code, 2003) No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required not the City's, and that I must obtain such permits prior to work. Applicant: S Q Date: i(,� Qea% 7au41. A a cLAIZK eD O6 211 APPROVALS PLAN BLDG DPWU FIRE OTHER /r\ CCria ,L 11• FIRE PROTECTION INC To City of Port Angeles Building Division 321 E 5 Street Port Angeles, Washington 98362 Ph/Fx. Attn. Plan Review Description Cosco drawing FP -1 Fire protection plan Spec. sheets on sprinkler head 1 Remarks These Drawings Are 1 Not Approved 2 U Approved by The Architect 3 Approved with Revisions 4 Approved by Factory Mutual 5 Approved by WSRB 6 Other Copies To file 5855tm1 10910 117 Place NE Kirkland, Washington 98033 (425) 827 -9654 fax (425) 827 -7474 Wash. State License #COSCOFP110NM RECEIVED MAR 312006 CITY OF PORT ANGELES BUILDING DIVISION Job Name Address Cosco Job Number 25KD5855 Revision Copies Description Revision Copies 3 Permit Application 1 C'P`( •'r —f16 ?ECMIT RAP L�cAT�cnl 2 3 4 5 6 These Drawings Are For 1 n As per your request Preliminary Approval Your Approval and /or comments Temporary Fluoridation Facility 3439 W 18 Street Bldg. B Port Angeles, Washington Fire Dept. Approval and /or comments Architect Approval and /or comments n AS -BUILT plan for your records COSCO FIRE PROTECTION, INC Douglas (7l"ark e mail d ark @coscofire corn Transmittal Date 3/28/06 r/PO!lr~ ...-'.~~"" "h:iiii- 1L -- "'."'" CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 0&-04 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 06-00000041 Date 374464 3439 BLDG B W 1BTH ST 07-30-01-2-2-0000-0000- CITY OF PORT ANGELES COMM NEW CONST 2/14/06 Owner Contractor ? 4--;9 (J?/Jt B) . }V 1 ~~ ~ PUBLIC BUILDINGS & PARKS 377300 CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES WA 9B3620217 CH2MHILL CONSTRUCTORS, INC. 1100 II2TH AVE. NE SUITE 400 BELLEVUE, WA. BELLEVUE (916) 496-7643 TOTAL % LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE NUMBER OF UNITS WA 98004 Other struct info 1. 00 VN 1. 00 1. 00 1. 00 1. 00 Pe rmi t Additional Permit pin Permit Fee Issue Date Expiration PUBLIC WORKS COMM WATER SERV desc . number 69732 750.00 2/14/06 B/13/06 plan Check Fee Valuation .00 o 7Jrll wi rn Date / II' // 2~~1?~ ~31-?J(' Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and puoifc improvements. This permit becomes 813 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. Qty Unit Charge Per ~xt . 1.00 750.0000 EA PW W/M 1" SERV 3/4" METER 750.00 ----------------------------------------------------------------- -------- special Notes and Comments 01/26/2006 OB:25 AM KDUBUC ----------------------------- Separate fire sprinkler plans will be required. 01/26/2006 08:25 AM KDUBUC -----------------------------The plans indicate the provision of an NFPA hazardous materials placard. Placards must face in the most likely direction of emergency vehicle access. 01/26/2006 OB:26 AM KDUBUC -----------------------------A KNOX locking keybox will be required for this structure. Please contact the Fire Department at (360) 417-4653 for a KNOX order form. Also, contact the Fire Department for mounting location advice. 01/26/2006 08:27 AM KDUBUC -----------------------------The fire sprinkler system in this building must be remotely monitored. 01/26/2006 OB:2B AM KDUBUC -----------~----------------- Port Angeles Municipal Code requires that all Group "H" occupancies have a manual fire alarm system installed. In this case, the requirement can be accomplished with the addition of a single manual pull station inside the entry door. This project will require seperate permit and fire sprinkler plans for review. )J ~d ~ wt1f1;L ~ CUM - VIAl W)yYl ~JJ.p1 liJ -tJv/J ~ 7.//0-0& ./ IF Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\II02.15R [1/05] .,. . CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Nwnber . . . . . 06-00000041 Application pin nwnber 374464 Page Date 2 2/14/06 Special Notes and Comments 01/17/2006 05:35 PM SROBERDS --The proposal will result in the construction of a fluoride storage/feed facility in the PBP zone. No land use issues are noted. Electrical load calculations and elctrical permits are required. Electrical engineering will need load and voltage requirements in order to prepare a cost estimate and order material. 01/17/2006 01:07 PM GMCLAIN ---------------------------- Building water line connection to main will be completed by contractor. 24 hr.notice to Public works Engineering is required for inspection when making this connection. Other Fees . . . . . . _ . . STATE SURCHARGE 4 ~ ____________________________________~~_~~=~~_:=:=~~_~:~_~~~_~_=~~~~OO ___ Fee summary Charged Paid Credited Due Permit Fee Total Plan Check Total Other Fee Total Grand Total 750.00 .00 1804. SO 2554.50 750.00 .00 1804. SO 2554.50 .00 .00 .00 .00 .00 .00 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work wiil 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 iaw regulating construction or the performance of construction. Date Date Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:\Policies\1102.15R [1/05] Application Number 06 00000041 Date 2/14/06 Application pin number 374464 Property Address 3439 BLDG B W 18TH ST ASSESSOR PARCEL NUMBER 07 30 01 2 2 0000 0000 Tenant nbr name CITY OF PORT ANGELES Application type description COMM NEW CONST Subdivision Name Property Use Property Zoning PUBLIC BUILDINGS PARKS Application valuation 377300 Owner Contractor CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date laws and ordinances governing this type presume to e to ate or anc ns u T• \Policies \1102.15R 1/05] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 CH2MHILL CONSTRUCTORS INC 1100 112TH AVE NE SUITE 400 WA 983620217 BELLEVUE WA BELLEVUE WA 98004 (916) 496 7643 TOTAL LOT COVERAGE 1 00 CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE NUMBER OF UNITS PUBLIC WORKS COMM WATER SERV 69732 750 00 Plan Check Fee 00 2/14/06 Valuation 0 8/13/06 Qty Unit Charge Per 1 00 750 0000 EA PW W/M 1 SERV 3/4 METER 21 Signature of Cottractor or Authorize [late n� Special Notes and Comments 01/26/2006 08 25 AM KDUBUC Separate fire sprinkler plans will be required 01/26/2006 08 25 AM KDUBUC The plans indicate the provision of an NFPA hazardous materials placard Placards must face in the most likely direction of emergency vehicle access 01/26/2006 08 26 AM KDUBUC A KNOX locking keybox will be required for this structure Please contact the Fire Department at (360) 417 4653 for a KNOX order form Also contact the Fire Department for mounting location advice 01/26/2006 08 27 AM KDUBUC The fire sprinkler system in this building must be remotely monitored 01/26/2006 08 28 AM KDUBUC Port Angeles Municipal Code requires that all Group H occupancies have a manual fire alarm system installed In this case the requirement can be accomplished with the addition of a single manual pull station inside the entry door This project will require seperate permit and fire sprinkler plans for review VN 1 00 1 00 1 00 1 00 Extension 750 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 ork will be complied with whether specified herein or not. The granting of a permit does not the provisions o/ any state or local law regulating construction or the performance of Signature of Owner (if owner is builder) Date 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 \1IO2.15R [1/05] RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 PERMIT INSPECTION RECORD 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 KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT BUILDING Application Number Application pin number CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 06 00000041 374464 Special Notes and Comments 01/17/2006 05 35 PM SROBERDS The proposal will result in the construction of a fluoride storage /feed facility in the PBP zone No land use issues are noted Electrical load calculations and elctrical permits are required Electrical engineering will need load and voltage requirements in order to prepare a cost estimate and order material 01/17/2006 01 07 PM GMCLAIN Building water line connection to main will be completed by contractor 24 hr notice to Public Works Engineering is required for inspection when making this connection Other Fees Fee summary T- \Policies\ 1102.15R [1/05] STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1800 00 Charged Paid Credited Due Page 2 Date 2/14/06 Permit Fee Total 750 00 750 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 1804 50 1804 50 00 00 Grand Total 2554 50 2554 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 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 R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T•\Policies \1102.15R [1/05] PERMIT INSPECTION RECORD 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 KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES 1 NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING of PORT i�1 qa�,� MGM 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 Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty 278 00 WA 98362 Unit Charge Per Extension BASE FEE 1020 25 5 6000 THOU BL 100 001 500K (5 60 PER K) 1556 80 Permit MECHANICAL PERMIT Additional desc Permit pin number 70094 Permit Fee 75 45 Plan Check Fee Issue Date 2/14/06 Valuation Expiration Date 8/13/06 Qty Unit Charge Per BASE FEE 1 00 10 6500 ECH ME VENT SYSTEM OTHER 1 00 14 8000 ECH ME INSTALL SUSP HEATER Special Notes and Comments 01/26/2006 08 25 AM KDUBUC Separate fire sprinkler plans will be required 01/26/2006 08 25 AM KDUBUC The plans indicate the provision of an NFPA hazardous materials placard Placards must face in the most likely direction of emergency vehicle access 01/26/2006 08 26 AM KDUBUC A KNOX locking keybox will be required for this structure Please contact the Fire 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 ordinanc s governing this type o ork will be complied with whether specified herein or not. The granting of a permit does not presume to giv a h., o- I the provisions of any state or local law regulating construction or the performance of ction. e vel 1/ ff� Signature of Contactor or Authorizf2a Agent bate Signature of Owner (if owner is builder) Date CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 06 00000041 374464 3439 BLDG B W 18TH ST 07 30 01 2 2 0000 0000 CITY OF PORT ANGELES COMM NEW CONST PUBLIC BUILDINGS PARKS 377300 Contractor CH2MHILL CONSTRUCTORS INC 1100 112TH AVE NE SUITE 400 0217 BELLEWE WA BELLEVUE (916) 496 7643 TOTAL LOT COVERAGE 1 00 CONSTRUCTION TYPE VN NUMBER OF STORIES 1 00 EXISTING LOT COVERAGE 1 00 LOT SIZE 1 00 NUMBER OF UNITS 1 00 BUILDING PERMIT COMMERCIAL T•1Policies11102_15 building permit inspection record05.wpd [114/2005] Date 2/14/06 WA 98004 70086 2577 05 Plan Check Fee 1675 08 2/14/06 Valuation 377300 8/13/06 00 0 Extension 50 00 10 65 14 80 PH-Att- 17-1/ W(aca. FOUNDATION: FOOTINGS 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 BUILDING PERMIT INSPECTION RECORD 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 YES 1 NO 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] I 1 I I 1 I I I I I I I I I I I I 1 1 I 1 I I I 1 1 I I I I I I I 1 1 1 1 1 1 1 I I I 1 I I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO 417 -4735 ELECTRICAL LIGHT DEPT FINAL FINAL SEPA. ESA. SHORELINE. CONSTRUCTION RW PW ENGINEERING I FIRE DEPT I PLANNING DEPT 1 BUILDING 1 1 I 1 1 I 1 I I DATE ACCEPTED BY., DATE ACCEPTED BY. Application Number Application pin number Other Fees Fee summary 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 00000041 374464 Special Notes and Comments Department at (360) 417 4653 for a KNOX order form Also contact the Fire Department for mounting location advice 01/26/2006 08 27 AM KDUBUC The fire sprinkler system in this building must be remotely monitored 01/26/2006 08 28 AM KDUBUC Port Angeles Municipal Code requires that all Group 'H occupancies have a manual fire alarm system installed In this case the requirement can be accomplished with the addition of a single manual pull station inside the entry door This project will require seperate permit and fire sprinkler plans for review 01/17/2006 05 35 PM SROBERDS The proposal will result in the construction of a fluoride storage /feed facility in the PBP zone No land use issues are noted Electrical load calculations and elctrical permits are required Electrical engineering will need load and voltage requirements in order to prepare a cost estimate and order material 01/17/2006 01 07 PM GMCLAIN Building water line connection to main will be completed by contractor 24 hr notice to Public Works Engineering is required for inspection when making this connection Page 2 Date 2/14/06 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1800 00 Charged Paid Credited Due Permit Fee Total 2652 50 2652 50 00 00 Plan Check Total 1675 08 1675 08 00 00 Other Fee Total 1804 50 1804 50 00 00 Grand Total 6132 08 6132 08 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 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 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 BUILDING PERMIT INSPECTION RECORD YES I NO 1 I 1 I 1 I I I I I I I 1 I I 1 1 I I 1 1 1 I I 1 FINAL(/ 14 DATE 76(/ ACCEPTED BY., 1 I I i 1 1 I 0 1 I 1 4 FRAM WO y//994 J L- 1 I 1 I 1 1 /04 I Po I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I I FINAL� Q(4 DATE V" L ACCEPTED BY. 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SEPA. ESA. SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO ELECTRICAL LIGHT DEPT 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION RW PW/ CONSTRUCTION RW ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I I FIRE DEPT PLANNING DEPT 417 -4750 I I PLANNING DEPT BUILDING 417 -4815 1 I I 1 BUILDING T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] 1 1 1 1 1 1 LS 11,k t I I Project Name Address Plan 06 -02 PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Fluoride Building 3439 west 18 Street Building `B" Com Residential Date 1.26.2006 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. We have the following comments 1) Separate fire sprinkler plans will be required for review 2) The plans indicate the provision of an NFPA hazardous materials placard. Placards must face in the most likely direction of emergency vehicle access. 3) A KNOX locking keybox will be required for this structure. Please contact the Fire Department at (360) 417 -4653 for a KNOX order form. Also, contact the Fire Department for mounting location advice. 4) The fire sprinkler system in this building must be remotely monitored. 5) Port Angeles Municipal Code requires that all Group "H" occupancies have a manual fire alarm installed. In this case, the requirement can be accomplished with the addition of a single manual pull station inside the entry door NOTE Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by e Date 12.6 o 5 Building Department Copy Contractor/ Owner Copy Fire Department Copy Applicant or Agent: Owner Address. 321 East Fifth St./ PO Box 1150 Address. PROJECT ADDRESS CH2MHILL Constructors, Inc. (CCI) City LEGAL DESCRIPTION Lot: N/A Block: N/A Credit Card Holder Name Billing Address: Credit Card Type VISA TYPE OF WORK Residential New Constr Multi- family Addition Commercial Remodel Repair No. of Stories: 1 Lot Size: Total lot coverage PLANNING USE ONLY MC Re -roof Stove Move Garage Demolition Deck Sign X Other Municipal Existing Sq Ft. Applicant: BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 City of Port Angeles/Washington Dental Service Foundation Phone Port Angeles Architect/Engineer CH2MHILL, Inc. (Attn. Phil Martinez) Contractor CCI (Attn. Richard Richardson) State License CH2MHCI *026BG Exp 1100 112th Avenue NE Suite 400 City Bellevue 5 350t< ;t 18th St A WA 98363 CLALLAM COUNTY PARCEL NUMBER. 0731363400000000 ESA /Wetland(s): Yes No SEPA Checklist required? Yes No Other Phone: Subdivision. Phone 6/5/07 N/A (916) 496 -7643 (360) 417 -4821 Zip 98362 (425) 453-5000 Phone (916) 496 -7643 Zip 98004 ZONING N/A Note: CH2MHILL Constructors, Inc. shall issue the City of Port Angeles a check for the Buliding Permit amount once fee is determined. SIZE/VALUATION SF /SF SF /SF SF /SF TOTAL VALUATION $377,300.00 FOR OFFICIAJ, US ONLY to Rec. 2/0(0 ermit #•V O Date Approved: Date Issued: Date: 1 0 /oO 1 1 BRIEF DESCRIPTION OF THE PROJECT CCI shall build a Temporary Fluoride Storage Feed Facility for the City of Port Angeles/WDSF at the city landfill adjacent to the new pump station. The facilty will be used until the city's new permanent water treatment facllty is completed sometime in the future. COMMERCIAL /RESIDENTIAL. Occupancy Group H-4 Occupant Load. <10 Construction Type V 0 Proposed Sq Ft. 480 TOTAL Sq. Ft. 480 APPROVALS. PLAN BLDG DPWU FIRE OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building /Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to de rmins -what permit 4 required ,not the City's, and that l must obtain such permits prior to work. 1 I CH2MHILL Constructors, Inc. January 10, 2006 Jim Lierly, Building Inspector City of Port Angeles Community Ecomonic Development Dept. 321 East Fifth St. PO Box 1150 Port Angeles, WA 98362 Project: WDSF Flouride DB Project Port Angeles, Washington Subject Building Permit Dear Mr Lierly, Please find enclosed our application for the construction of the new Temporary Fluoride Project. I have also enclosed 3 copies of the plans and specs for your use. Should you have any questions regarding this project, please contact me at (916) 496 -7643 Sincerely CH2M HILL Constructors, Inc. Richard D Richardson Project Manager Cc: CoPA(A) File WDSF Flouride Project 2485 Natomas Park Dr Suite 600 Sacramento CA 95833 -2937 Phone. (916) 496 -7643 Fax: (916) 614 -3423 DCN #00002 VP Vo BUILDINGS VARCO PRUDEN A proval Date LU CBS IBis� 0 DRAWING INDEX DRAWING TITLE Cover Sheet Notes Anchor Bolt Plan Primary Structural 14-6 Secondary Structural 7 -9 Covering I 10 -14 Special Drawings I 15 Standard Erection Details I 16 -17 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 errorsenentaid p l an s, specifications and other data, or from p building operations being carried on thereunder wheni violation of all codes and ordinances oi this^)u fiction. O 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 TYPE 1 APPROVAL DRAWINGS 2 3 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 1 d Tc,1t4 OJT e€ e c swa DRAWING RELEASE HISTORY I DATE DESCRIPTION 1 1119/05 FOR APPROVAL NOT FOR CONSTRUCTION I TILE Its Cmwwr -i 4.011.0 11 ANS APPROVDD BY PORT ANGELES FIRE DEPT �7 DATE a t O C, Ins.) 06 -OS THIS DRAWI. ICLDING THE OR NC" REMAIN THE NG PRNOPEURTY OFVP ILDI EON. IT IS PROVIDED SOLELY FOR ERECT NG THE B NG DESCRIBED IN THE APPLICABLE PURCHASE OR R AND HALL OT BE M FIE REPRODUCED OR FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP ABS NOS. THE G RAL CONTRACT R AND/OR EREC IS SOLEL SPON BLE FOR ACCURATE. GOOD QUALITY WORKMAN ER CTING THIS BUILDIN CONE RMANCE WITH THIS DRAWING. DETAILS REFE NEED IN HIS DRAWN ALL APPLICABLE VP BUILD NGS ERECTION GUIDE AND INDUSTRY STANDARDS PERTAIN PROP ERECTION NG 0 SE F TEMPORARY BRACING MATERIALS 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOLLOW STRUCTURAL SECTION (HSS) CLADDING 11/8/2005 15:05:47 GENERAL NOTES ASTM DESIGNATION A529, A572, A1011 SS A1011 SS A572 A36, A572, A529, A992 A500 A653, A792 GRADE 50 GRADE 55 GRADE 65 GRADE 36 KSI OR GRADE 50 GRADE B GRADE 50 CLASS 2 OR GRADE 80 A325 BOLT TIGHTENING REQUIREMENTS 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 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. 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. CODES AND LOADS 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 Metal Canopy. Building Use:Standard Occupancy Structure, Collateral Gravity: 7.00 psf (Not Including bldg wt) LIVE LOADS AND RAINFALL Live Load 20.00 psi (Reducible) Rainfall: 4.00 inches per hour SNOW LOAD Ground Snow. 39.68 psf, Flat Roof Snow. 25.00 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: Open 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 Perta,,, o „r 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, Sdt 0.4411 VP BUILDINGS, INC. AISC CATG. MB CERTIFIED COVER SHEET BUILDER CHG Building Systems, Inc. CUSTOMER El' Environmental LOCATIO Port Angeles, Washington PROJECT Port Angeles Transfer Station BUILDERS PO/ 105.570 FILENAME: CA0501693-01 QE1.vpc 1 1.1e aS EXPIRES 07 18- 6c, 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 ,4rCR -ovA i /JG /s' 6DF VPC VERSION 5.3b JOSH CA0501693-01 DATE 10/4/2005 DRAWN CHECK JF 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 govern 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 govern. It is the responsibility of the Builder to obtain approvals and permits from all governing 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 concerning interface design and details are furnished 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 seated 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 NE 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 furnished by VP are to be considered and coordinated by the builder or NE firm CONSTRUCTION 8 ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings "FOR 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 governing 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 VPs 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 all 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 VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or loss be noted on the Bill-of -Lading or you have little recourse with the carrier. biNnediately 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 (1000) INDEPENDENT MEZZANINES 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 furnished 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 RNs, correction of fabrication errors, eta 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 $1000, 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 Bulldogs 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 ing 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 w cons. 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 .aided 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 VP's domed skylight have been tested to support a 300 lb. 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 coat is 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 ..al conditions. Members shall be kept free of the ground and property drained during job site storage. It is the Builder's 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 VP's shop coat See VP Builder Memo #BM -001 8 #BM -002. 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 THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLEL FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE ODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLE RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMANS W ERECTING THIS BUILDING N CONFORMANCE WITH THIS DRAWING. DETAILS REFEREN N THIS DRAWING. ALL APPLICABLE VP ERECTION G DES, AND NDUSTRY STANDARDS PERTAIN TO PROPER ERECTION INCLUDING THE CORREC SE OF TEMPORARY BRACIN VP BUILDINGS CERTIFICATIONS AISC LAS CSA -A660 CWB Los Angeles, CA Houston, TX Riverside, CA Clark Co. NV San Bernardino Co, CA ruaoama MB Cert. FA-377 REVI DATE PLANT SPECIFIC CERTIFICATIONS California MB Cert. FA -240 VPBULO Div. 1 Div. 1 Type 1 Fab #SP02 -0028 I Fab ID# 241 Fab ID# 121 Missouri MB Cart. FA-388 No. Carolina I MB Cert FA-376 I I Wisconsin MB Cart. 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 (LLsted 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 Underwriter's Laboratory Approvals SSR Roof- UL#TGKX -113; SSR Composite Roof Class 90- UL#TGIOC -113A; SSR Roof w/Super Block Class 90- UL#TGKX328; 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#TGIOI.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. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 BY I I I I I I NTS 11/8/2005 DESCRIPTION 15:05:48 Mexico MB Cert. Approved EXPIRES 0718- FOR APPROVAL NOT FOR CONSTRUCTION Erection Notes IBBILDER CHG Building Systems, Inc. 'CUSTOMER ET Environmental (LOCATION Port Angeles, Washington (PROJECT Port Angeles Transfer Station "BUILDER'S PGF 105.570 FILENAME CA0501693-01OE1.vpc VP BUILDINGS WaCOPRUCEN VPC VERSION 5.3b CA0501693-01 DATE 10/4/2005 DRAWNICHECK JF PAGE EL alow—■ f7 21? 1442 1? B4mn l B„nn 1•a 21? 21?• Wmm 12 Bonn pl (4)3/4" Dia A36 A Bolts D2 (4)3/4" Dia A36 A.Bolts Plate W =8" L =9" Plate W =9" L =9" Elevation =100 —0" Elevation =100 —0" 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 KS!). 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 ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT 2 1V2" (64mm) PROJECTION (V O.N.) BOTTOM OF COLUMN BASE PLATE ELEV. TYPICAL ANCHOR BOLT PROJECTION C 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 VARIES BOTTOM OF COLUMN BASE PLAT STD 1@" (13mm) FLUSH 0 (Omm) TYPICAL COLUMN BASE PLATE DETAIL I D1 D2 14' -0" 14' -0" ANCHOR BOLT PLAN D1 D2 Finished Floor Elevation 100'-0" (Unless Noted Otherwise). THIS DRAWING, INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROMO D SOLE FOR EREC THE BU LOIN DESCRIBED I THE APPLICABLE PUR RASE ORDER AND SHALL NOT HE MODIFIED, REPRODUC D OR USED F ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUI NOS THE GENERAL C NTRACTOR ND/OR ECTO IS SOLE RESPON IBLE FOR ACCURATE, GOOD OUAUT' WORKLIANS IN EREC THIS BUILD I CONFORMANCE WITH HIS DRAWING, DETAILS REF RENCED IN THIS bRAWIN ALL APPLICABLE VP ERECTION GUIDES AND INDUSTRY STANDARDS PERTAIN TO PROPER RECTIO UDING THE CORRECT EOF TEMPORARY RACI VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV! I 1 I I I I NTS 11/8/2005 ATE DESCRIPTION 15:05:50 FOR APPROVAL NOT FOR CONSTRUCTION ANCHOR BOLT PLAN "DER CHG Building Systems, Inc. ICUSTOMERE Environmental 1 Port Angeles, Washington PROJE C T Port Angeles Transfer Station !BUILDERS PM 105.570 FILENAME CA0501693-010E1.vpe VPC VERSION 5.3b 4 8A0501693 01 DATE 10/4/2005 DRAWN/CHECK JF PAGE 1 1'-0° Dimension Key 1 USE 1/2 X 1 12 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. C rn THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OP 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 CX003 CX004 12' -0" 14' -0° PRIMARY AND ROOF BRACING PLAN if VP Ref: Shane Name Metal Canooy THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAINS THE ROPERTY OF VP BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED DI E APPLICABLE PURCHASE ORDER AND SHALL NO BE MODIFIED. REPRODUCED OR US FOR ANY OTHE PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILD' S CX001 CX002 THE GENERAL CONTRACTOR ANDIOR RECTOR IS SOLEL RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORIMIWSHI N ERECTING THIS BUILD' IN CONFORMANCE WITH THIS O AWING, DETAILS REFERENCED IN THIS AWN ALL APPLICABLE VP ERECTION GUIDES, AND INDUST Y STANDARDS PERTAIN NG TO PROPER ERECTION. INCLUDING NE COR USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REVI DATE 11/8/2005 DESCRIPTION 15:05:51 I EXPIRES FOR APPROVAL NOT FOR CONSTRUCTION PRIMARY AND ROOF BRACING PLAN 'BUILDER CHG Building Systems, Inc. ICUSTOMERET Environmental I LGD Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 'BUILDERS POB 105.570 FILENAME CA0501693-01OE1 vpc 07 18- o Ce VP BUILDINGS VAWDPa®1 VPC VERSION. 5.3b CA0501693-01 DATE 10/42005 DRAWN/CHECK JF PAGE 4 ()Frame Member Schedule Part Mem Width Thick CX001 1 7" 2500 RBX001 2 5" 1345 3 5" 1345 CX002 4 8" 2500 4 3 3/8" 3 2' -8 3/4" 2 3' -6 11/16" 1 8 1/2" 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. Webthk Depthl Depth2 1345 8" 8" 1345 8 13/16" 8 13/16" 1345 8 13/16" 8 13/16" 1345 8" 8" Approx Lgth 12' -8 13/16" 16' -3 11/16" 14' -1 3/4" THE VP ENGINEER S SEAL APPLIES ONLY TO THE WORK PRODUCT OP 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 N 0 6 QA325 Bolt Connection Plate Schedule Id Qty Bolt Bolt Plate Rows Rows Dia Length Thick Out In A 8 3/4" 1/2" 2 2 .19 -0 13/16" 1 000 12 5 2 -6" 19' -0" Tension Washer Bolt YES YES O In 0 1 N O O VP Ref: Shaoe Name Metal Canopy Wall 2, Frame 1 THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAIN REPRO RTY OF VP El ILDINGS. IT IS PROVIDED SOLE ERECTIN THE BUILDING DESCRIBED H THE APPLICABLE FUR RASE ORDER AND SHALL NOT BE ODIFIED, REPRODUCED OR USED FO ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BU LDINGS. 4 FRAME CROSS SECTION AT FRAME LINE(S) 2 HE GENERAL CONTRACTO AND/OR RECTOR IS SOLEL RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMANS N ERECTING HIS BUILDING N CONFORMANCE WITH THIS DRAWING, DETAILS EF RENCED IN THIS DRAWIN ALL APPLICABLE VP TION GU DES AND N USTRY STANDARDS PERTAINING TOP OPER ERECTION 0 REC USE OF TEMPORARY RKI REV/ DATE Frame Clearances Horiz Clearance between members 1(CX001) and 4(CX002) 16' -3" Vert Clearance at member 1(CX001) 12' -0" Vert Clearance at member 4(CX002) 13' -4 1/4" Finished Floor Elevation 100' -0" (Unless Noted Otherwise) 1— VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 BY I I I I I I I NTS 11/8/2005 ESCRIPTION IBUILDERSPOM 105.570 15:05:52 FILENAME CA0501693-01OE1.vpc FOR APPROVAL NOT FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINES) 2 BUDER I IL CHG Building Systems, Inc. ICUSTOMERET Environmental LOCATION Port Angeles, Washington /PROJECT Port Angeles Transfer Station VP BUILDINGS VARCOPRAG I VPD VER 5.3b CA0501693-01 DATE DRAWNICRECK JF PAGE 5 Frame Member Schedule Part CX003 RBX002 Mem Width Thick Webthk Depthl Depth2 1 7" 2500 1345 8" B" 2 5" 1345 1345 8 13/16" 8 13/16" 3 5" 1345 1345 8 13/16" 8 13/16" CX004 4 8" 2500 1345 8" 8" 4 3 3/8" 3 2' -8 3/4" 2 3' -6 11/16" 1 8 1/2" 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. C I Approx Lgth 12' -8 13/16" 16' -3 11/16" 14' -1 3/4" 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 0A325 Bolt Connection Plate Schedule Id Qty Bolt Bolt Plate Rows Dia Length Thick Out A 8 3/4" 1/2" 2 19 -0 13/16" 1 000 1 5 2 -6" 0 0 0 a 0 0 C RBX00 19' -0" Rows In 2 0 In 0 N I 0 0 U FRAME CROSS SECTION AT FRAME LINE(S) 1 VP Ref: Shaoe Name detal Canooi Wall 2 Frame 2 THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILDINGS. R IS PROVIDED SOLEL FOR ER CDN THE BUILDING ESCRIBED HE APPLICABLE PUR HASE ORDER AND SHALL NOT BE MODIF ED. REPRODUCED OR USED FOR ANY OTHE PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP B LDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLEL SPONSIBLE FOR ACCURATE. GOOD QUALITY WORRMANS CTING THIS B LOIN M CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED N THIS DRAWING. ALL APPLICABLE VP RECTION G DES. AND NDARDS TNN TO PROPER CTION. UDING THE CORR SE OF TEMPORARY BRACI Tension Washer Bolt YES YES VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV/ DATE 11/8/2005 Frame Clearances Horiz Clearance between members 1(CX003) and 4(CX004) 16' -3" Vert Clearance at member 1(CX003) 12' -0" Vert Clearance at member 4(CX004) 13' -4 1/4" Finished Floor Elevation 100' -0" (Unless Noted Otherwise) IBYI I I I I I C NTS DESCRIPTION 15:05 :54 [BUILDERS POF 105.570 FILENAME CA050169301OE1.vpc FOR APPROVAL NOT FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) I I�ILDER CHG Building Systems, Inc. /CUSTOMER ET Environmental LOCATION Port Angeles, Washington !PROJECT Port Angeles Transfer Station I V V BUILDINGS wram"am1 VPC VERSION 5.3b CA0501693-01 DA 1 0/4/2005 DRAWN/CHECK JF PAGE 6 SSR Fixed Clip Location 1 1' -0" ❑Dimension Key 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 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 rn n 12' -0" (2) 0201311417 02T1311414(Typ 14 -0" (1) ROOF SECONDARY PLAN VP Ref: Shape Name detal Canopy THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAIN THE PROPERTY OF VP WI NGS. IT IS PROVO DSOLEL FOR ERECT THE DING ESCR N THE APPLICABLE PUR HASE HOER AND SMALL NOT BE MODIFIED. REPRODUCED OR US ANY OTHE PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILD/ TIE GENERAL CONTRACTOR AND/OR TOR IS SOLELY RESPONSIBLE FOR ACCU ATE. GOOD QUALITY WORKMANSHI N ERECTING THIS BUILDI O CONFO MANGE WITH D AWING. DETAILS REFERENCED INTH AWIN ALL APPLICABLE VP ERECTION GUIDES AND STANDARDS PERTAIN 0 OPER ERECTION UOING THE CORRECT SE OF TEMPORARY BRKI REVI VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 I I I I I I NTS 11/8/2005 ATE ESCRIPTION 15:05 ROOF SECONDARY PLAN IBUILDER CHG Building Systems, Inc. 'CUSTOMER ET E nv i ronmen t a l ILOCATION Port Angeles, Washington !PROJECT Port Angeles Transfer Station !BUILDERBPOS 105.570 FILENAME CA0501693-01OE1.Vpc FOR APPROVAL NOT FOR CONSTRUCTION 3 ISTE�, tON AL E� I EXPIRES 07 18- aL V BUILDINGS VNYDPRIEN VAC VERSION 5.3b CA0501693-01 DA 10/4/2005 DRAWN/CHECK JF PAGE 1 1' -0" 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. 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 OP ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP "PBX001 SEE DETAIL BR11D1 PORTAL BRACE FOR MORE INFORMATION Open 12' -0" 14' -0" SECONDARY ELEVATION AT A v VP Ref: Sham Name Aetal Canopy Wall 2 THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BU LDINGS. IT IS PROVIDED SOLEL FOR CTUIG THE BUILDIN DESCRIBED THE APPLICABLE PUR RASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE G NERAL CONTRACTOR ANDIOR ER TOR IS SOLEL RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMANSHIP ER CTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS FEREN THIS DRAWN ALL APPLICABLE VP E CTINN S AND I USTRY STANDARDS THIN TO PROP RECTOR CLU THE CORREC SE OF TEMPORARY BRACING Q VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REVI DATE 11/8/2005 Bracing Member Schedule Part Description Design Lgth PPBX001 3P 6" x 3/16" flg 0 1345" x 8 5" web12' -0" 01KBD03074 2L 3 0 x 3 0 x 0 1875 0 375 4' -2 15/16" 0A325 Bolt Schedule Id Qty Bolt Diam. Bolt Length Washer 1 4 3/4" 1 1/2" 2 2 3/4" 2" DESCRIPTION 15:05:57 FOR APPROVAL NOT FOR CONSTRUCTION SECONDARY ELEVATION AT A IBURDER CHG Building Systems, Inc. ICUSTOMER Environmental ILOCATON Port Angeles, Washington (PROJECT Port Angeles Transfer Station 'BUILDERS POB 188.870 FLLENAML CA0501693-010E1.Vpc UPC VERSION, 5.3b UOB* CA0501693 DATE 10/4/2005 I DRAWNICHECK JF PAGE 8 1 l' -0" 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. e V 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 'PBX001 SEE DETAIL BR11D1 PORTAL BRACE FOR MORE INFORMATION Open 12' -0" 14' -0" SECONDARY ELEVATION AT B VP Ref: Shaoe Name Metal Canopy. Wall 4 THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BU LDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE DER AND SHALL NOT BE MODIFIED, REPRODUC D OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDIN THE GENERAL CONTRACTOR AND/OR ERECT IS SOL RESPONSIBLE FOR ACCU ATE, GOOD QUALITY WORNMANS I ERECTING THIS BUILDIN N CON ORMANCE WITH THIS DRAWING. DETAILS RE RENC THIS DRAWIN ALL APPLICABLE VP ER CTION 5 AND MOOS STANDARDS PERTAINING TO PROPER ER CTION UDIN E CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV! 1 1 1 1 1 NTS 11/8/2005 DATE Bracing Member Schedule Part Description Design Lgth PPBX001 3P 6" x 3/16" flg 0 1345" x 8 5" web12' -0" 01KBD03074 2L 3 0 x 3 0 x 0 1875 0 375 4' -2 15/16" 0A325 Bolt Schedule Id Qty Bolt Diam Bolt Length Washer 1 4 3/4" 1 1/2" 2 2 3/4" 2" DESCRIPTION I E XPIRES SECONDARY ELEVATION AT B !BUILDER CHG Building Systems, Inc. ICUSTOMER Environmental !LOCATION Port Angeles, Washington (PROJECT Port Angeles Transfer Station !BUILDERS POF 105.570 15:05:59 FILENAME CA0501693-01OE1.vpc 07 18 ..L FOR APPROVAL NOT FOR CONSTRUCTION CA0501693-01 10/4/2005 DRAWN/CHECK JF PAGE 9 VP BUILDINGS VARCOPRUCEN UPC VER 5.3b Covering Schedule Id Qty Length #95 8 18' -8" Oper Code 2 =SQ,SQ Finish K =KXL Color EW= Egyptian White Type Gage OP Fin SSR 24 2 K 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 1' -0" Starter Panel (Cut Dim 1' -1 Dimension Key 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. Color EW e rn 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 OP ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP P (8)195 L_ 14' -0" ROOF COVERING PLAN VP Ref: Shane Name Aetal Canooy THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP WI NOS. R IS PROVID D SOLELY FOR TING HE BUILDING ESCRIBED THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE ODIFIED, REPRO UCED OR USED FO ANY OTHER PURPOSE WITHOUT RIOR WRITTE APP VAL OF VP LDINGS. THE GENERAL NTRACTOR AND/OR E TOR 5 SOLEL SPONSIRLE FOR ACCURATE. GOOD UALITY WORKMANS CTING THIS SUP CON 0 MANCE WITH HIS D AWING. DETAILS RE RENCED N THIS D AWN ALL APPLICABLE VP ERECTION GU DES AND ROUST TANDARDS PERTAIN TO PROP COON CLU G THE CO REC EOF TEMPORARY RACI VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV' I I I I I I I NTS 11/8/2005 DATE ESCRIPTION 15:06 :00 ROOF COVERING PLAN BUILDER CHG Building Systems, Inc. 'CUSTOMER ET Environmental 'LOCATION Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 'BUILDERS POA 105.570 FILENAME CA0501693-01OE1.vpc FOR APPROVAL NOT FOR CONSTRUCTION VPC VERSION 5.3b CA0501693-01 DATE 10/4/2005 DRAWN/CHECK JF 10 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 T2 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 Open T1 19' -0" COVERING ELEVATION AT 1 Trim Schedule Id Parts Color Ti 2) RFR10,( 2) RKCIO, RKF20,( 2) RSB10 ,(2)RSC10,(2)STCilPatrician T2 BS1,GGC1,MCC1,PRF1 Patrician T3 MCC1 Patrician VP Ref: Shape Name Aetal Canopy. Wall 1 THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE ROPERTY OF VP El NOS. IT IS PROVIDED SOL FOR R CTING THE BUILDIN DESCRIBED N THE APPLCABLE P CHASE ORDER AND SHALL NO BE MODIFIED, REPRODUC D OR USED FO ANY OTHE PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GEN RAIL CONTRACTOR AND/OR TOR IS SOLE RESPON ISLE FOR ACCURATE, GOOD UALITY WORKMANSHI N RIOTING THI BUILDIN N CONFORMANCE WITH THIS DRAWING, DETAILS EN THI AWI ALL APPLICABLE VP E TION S AND IND STAY STANDARDS PERTAIN TO PROPER G THE CON E OF TEMPORARY BRACI REVI DATE 11/8/2005 T3 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 I NY I I I I I NTS DES IPTION 15:06:03 Bronze Bronze Bronze IPRGAECT Port Angeles Transfer Station IRUILDERS Pw 105.570 FILE "AME. CA0501693-01OE1.vpc Details RC10A1,RC30A4 RC38A1 RC38AJ COVERING ELEVATION AT 1 BUILDER CHG Building Systems, Inc. ICSSTOMER ET Environmental LOCATION I Port Angeles, Washington FOR APPROVAL NOT FOR CONSTRUCTION JO BS CA0501693-01 {J DATE 10/4/2005 VP BUILDINGS I DRAWN/CHECK YAmnPRLEEN JF VPE VERSION 5.3b PAGE 11 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 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 N E Open T1 14' -0" COVERING ELEVATION AT A Trim Schedule Id Parts Ti EG161 ,SET10A,SETO5A,(8)STR4,TA11 T2 DE1,DN1,(2)DS10,(3)DST1 VP Ref: Shaoe Name IAetal Canopy- Wall 2 THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILDINGS. R IS ROVIDED SOLELY ERECTING THE BUILD! ESCR THE APPLICABLE PU CHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY SPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMANS IN RECTING HIS BUILD! IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWN ALL APPLICABLE VP ERECTION GUIDES. AND I STRY TANDARDS PERTAIN TO PRO RECTION. INC UDING THE CORRECT SE OF TEMPORARY BRACING. REV! VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 DATE 11/8/2005 IB'"I I I I I I I NTS DESCRIPTION 15:06 :05 Color Patrician Bronze Arctic White !BUILDER CHG Building Systems, Inc. FOR APPROVAL NOT FOR CONSTRUCTION COVERING ELEVATION AT A ICUSTOMER E Environmental LOCATION Port Angeles, Washington !PROJECT Port Angeles Transfer Station !BUILDERS POI 105.570 FILENAME CA0501693-01OE1.vpc Details RCO3A2,RC32A6,RC3BE2 RC38F1 VP BUILDINGS VAIN.PREEN VPC VER IOH: 5.3b CA0501693 DATE 10/4/2005 DRAWN/CHECK JF PAGE 12 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 T2 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 Open Ti 19' -0" COVERING ELEVATION AT 2 Trim Schedule Id Parts Color Ti 2) RFR10,( 2) RKC10, RKF20,( 2) RSB10 ,(2)RSC10,(2)STC1 T2 MCC1 Patrician T3 BS1,GGC1,MCC1,PRF1 Patrician VP Ref: Shane Name fetal Canopy. Wall 3 THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILD' IT IS PROVID R ERECTING THE BUI DESCRIBE THE APPLICABLE HASE ORD AND SHALL NOT BE MODIFIED, EPRODUCED OR US FOR ANY OTHER PURPOSE WIT 0 PRIOR WASTE APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACT R AND/OR RECT IS SOLEL SPONSIBLE FOR ACCURATE. GOOD UA UTY WORKMANS ERECTIN HIS BUILDIN W CON ORMANCE WITH THIS D AWING. DETAILS R RENCED N THIS DRAWING. ALL APPLICABLE VP ER CTION G DES, MID INDUSTRY STANDARDS PERTAIN TO PROPER ERECTION G THE CORRECT E OF TEMPORARY BRACT G T3 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV' DATE I BY I I I I I I I NTS 11/8/2005 DESCRIPTION C cn 15:06:06 Bronze Bronze Bronze Details RC10A1,RC30A4 RC38AJ RC38A1 COVERING ELEVATION AT 2 'BUILDER CHG Building Systems, Inc. IUSTOMER ET Environmental LOCATION Port Angeles, Washington PROJECT Port Angeles Transfer Station 'BUILDERS POB 105.570 FILENAME CA0501693-010E1.Vpc FOR APPROVAL NOT FOR CONSTRUCTION VP BUILDINGS I wRCO BLBI VPC VER 5.3b CA0501693-01 DATE 10/4/2005 DRAWWCHECK JF PAGE 13 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 I 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 Open T1 14' -0" COVERING ELEVATION AT B Trim Schedule Id Parts Ti CET10A, CETO5A ,(2)HSEP1,(2)RFR10,RKF16,TA21 VP Ref: Shane Name AletaI Canopy Wall 4 THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILDINGS R IS PROVIDED SOLELY FO RECT 0 THE BUILDIN DESCR BED IN THE APPLICABLE P RCHASE ORD R AND SHALL NOT BE MODIF ED. REPRODUCED OR US ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF W BUILDINGS. HE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLEL RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMANS IN ERECTING HIS BUILDING I CONFORMANCE WITH THIS DRAWING. DETAILS ENCED IN THIS DRAWIN ALL APPLICABLE W E TION GUIDES AND NDUSTRY TANDARDS PERTAINI PROPER RECTION UDIN THE CORRECT USE OF TEMPORARY BRACING VP Buildings. Inc. 3200 Players Club Circle Memphis TN 38125 REVI DATE I NY I I I 1 I 1 1 I I I NTS 11/8/2005 DESCRIPTION 15:06:08 Color Details Patrician Bronze RC34H4,RC35L6 FOR APPROVAL NOT FOR CONSTRUCTION COVERING ELEVATION AT B IRULDER CHG Building Systems, Inc. ICUSTOMER Environmental ILOCATION Port Angeles, Washington (PROJECT Port Angeles Transfer Station (BUILDERS POF 105.570 FILENAME CA0501693-01OE1.vpc VPO VERSION 5.3b 1A0501693-01 DATE DAT 10/4/2005 I DRAWN/CHECK JF PAGE 14 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 Typ THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS T" RTY OF VP BUILDIN IT IS PROVIDED SOLEL FOR ERECTIN THE LOI DESCRIBED THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MOD FIED. REPRODUCED OR USED FOR ANY OTHE PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ER TOR IS SOLELY SPON LE F R ACCURATE. GOOD QUALITY WORKMANS CON THIS BUILDING CONFORMANCE WITH HIS DRAWING, DETAILS REFEREN IN THIS DRAWING. ALL APPLICABLE VP ERECTION IDES AND STANDARDS PERTAIN TO PROPER ER CTION UDING THEC REC SE OF TEMPORARY BRACI VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REVI ATE I BY I I I I I I I I I NTS 11/9/2005 ESCRIPTION 8:04:49 l� fl '12 id/ C_ 3 I4 i LA1Z go�'T C.ACie) EXPIRES FOR APPROVAL NOT FOR CONSTRUCTION DRAWING /BUILDER CHG Building Systems, Inc. IcuDTOUERET Environmental I LOC TIO Port Angeles, Washington PROJECT Port Angeles Transfer Station 'BUILDER'S POF 105.570 FILENAME: CA0501693-010E1.vpc 07 18- o VP BUILDINGS VARMAR.WI WC VERSION: 5.3b CA0501693-01 DATE 10/4/2005 ORAWWCHECK JF PAGE 1J WALL BRACE ROD 3 -PLATE OR GAGE ROD CABLE BRACING AT COL. BASE I BRO2A1 I I BRDZAIW 02/21/2005 Rm0AlV1 I/IC/Ze05 MAY BE STRAIGHT OR TAPERED MEMBER FLAT SHIN AS REQUIRED BETWEEN BOLTS 1 -O SHIN2 I HILLSIDE WASHER FLAT WASHER HD( IX NUT STANDARD SHIM PROCEDURE TYPICAL AT ANY BOLTED CONNECTION 0120M/2 EB /3I/O8 CER SHIN AS REQUIRED NOTE: FIELD CUT SHIMS TO DESIRED DIMENSIONS TO ACHIEVE DESIRED RESULTS SHIMS ARE MADE FROM .059" MATERIAL 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 SED'S. 2. ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND SEALANT LOCATIONS. TYPICAL BOLTING PLATES, FACADE OR CANOPY CONNECTIONS IEN20A1 I NOTES IRCOOA1 I I CUP REM) wmI TRICK FLANGES B MA! 01/0P/2004 RE09. FACN IFilUT i ittn ROD LENGTH I (AS SHOWN ON ERECTOR DRAMS) RA ROD THREAD BOTH ENDS WITHOUT TURNBUCKLE �I INLSDE wASNER. FLAT R J SKI. NOf I NR REVD CACTI DO TUB r I-0 I ROD LENGTH (AS WOW ON OW:110I ORAMC4) RB ROD THREAD BOTH ENDS WITH TURNBUCKLE DOw1Y5 0I/0n /2005 SSR PANEL CUP (80019) AT BLANKET INS LESS THAN 4' (80049) AT 4" AND GRTR BLANKET ROOF PURUN BLANKET INSULATION P mt lw 02/21/200! 9 MANE END BAY I INTERIOR BAY VANES ON PURLINS 1/2• PURUNS REQUIRE 3 BELTS AT EACH END OF PURUN LAP VARES 2"( I tANQE MG BRACE THIS SIDE WHEN oR 4B ENGLE BRACE IS REQUI ED FLANGE BRACE REQUIREMENTS: RULE #1 ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE 2- S INGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK B HE ON 0 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{J5- WHENEVER POSSIBLE. PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. TYPICAL FLANGE BRACE CONNECTIONS CONIMOUS PU(U LAP SHOWN. CEMINDUS DIRT /RID SIMPLE PAGAN AND GILT SIMILAR. TI I RODS THAT RED. SHOP SPUCE ME TO BE SPOCID BY Lava ONE Dr M MCRIRD3 SMONK FULL PEN WELD SPLICE COUPUNG NUT SPUCE 'SHOP SPLICE DETAILS" TOWARD THE CENTER OF THE BUILDING EOO ROOF S"DMY I "°A3E' FLANGE BRACE MAY REOUIRE FIELD COPING AT FRAME WEB .-NLLSOE I IBa FIAT 0HOEA HIX� NU I ROLI LENGTH (As SHOWN EN ERECTION DRACNOA) RC RJ ROQD ROD PADS (1) END FASTENER LOCATIONS O o• 0 0 0 O 0 0 0 SSR PANEL CLIP ATTACHMENT 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 OP ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER FORMANCE REQUIREMENTS SPECIFIED BY VP 02UPW6 MIT IBRO6BDI 1 I lams I lung r ROD LENGTH (AS WORN ON ERECIgN DRAWS) RD RK ROD ROD PAD BOTH ENDS ROD BRACE ASSEMBLY DRAWING IEN30A11 MARK NUMBER KEY 1/4 -14 1 1/4" STRUCT FSNR (55307) SUeSTRUTE 1/4 -14 R 2' STRUCT FSNR (55309) WHEN BLANKET SULADDN 6 4' AND GREATER 1 2 PER CUP STD. NON -UL UL90 FM 1 -60, 1 -90 1 -120 (FM 1 Z4AEAM ONLY) I I I I IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER SEAM TIGHTNESS. FAILURE TO PROPERLY SEAM THE JOINT MAY RESULT IN PREMATURE FAILURE OF PANELS AND/OR SECONDARY MEMBERS UNDER UPLIFT OR DOWNWARD LOADING CONDITIONS. SSR SEAMING GUIDELINES RIB AND SEAM PROFILE DAND3v3 11/23/2OM 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 x F F I I E G G O C C C LENGTH CODE INSULATION 1 9 1 3 0 1 1 0 3 6 0 3 0 W F F F I I I I I I E C C LENGTH WIDTH THK CODE SECONDARY (STANDARD) O L G 1 9 1 1 4.l 7 F F I I E G G LENGTH CODE SECONDARY (SPECIAL) 0 0 1 G 1 9 1 t 4 1 7 x N F F I L E G G LENGTH CODE ROD BRACING 0 3 R A 2 5 1 0: I E x F F I I DIA LENGTH COMMON GENERATED MARK NUMBERS ENSM1Y3 I/D4 /2005 3/16' BEAD OF NON- SKINNING TUBE SEALANT (80270 SSR PANEL CLIP IRCO1A1 SSR PANEL SIDELAP RCOBAWI 05/01 I I .320' MAX. l (BETWEEN CUPS) 24' PANEL MODULE I PANEL MODULE II t 4 3/4' HOLD SEAM MUST BE FULLY TUCKED CXw COLUMN (PLATE) CGXxx COLUMN (GAGE) WCXN COLUMN (HOTROLL) RBXI RAFTER (PLATE) BGXI RAFTER <GAGE) WRXo RAFTER <HOTROLL) TRXw TRUSS RAFTER ICXo INTERIOR COLUMN PCXC PIPE COLUMN TCXw TUBE COLUMN EPXN ENDPOST (PLATE) EGXo ENDPOST (GAGE) CBXxxx CANOPY (PLATE) OCCBXxxx CANOPY (GAGE) CBXI PIGGYBACK CANOPY NOTE /IMMORAL SEALANT SHOULD BE APPLIED TO ALL SSR EAVES, ROOF CURBS AND AREAS ADJACENT TO WALL TO ROOF. ROOF MOGHT CHANGES AND STEPPED ROOF EXPANSION JONTS. IT IS RECOMMENDED THAT AREAS ADJACENT TO ROOF HEIGHT ORANGES COVER AT LEAST 3 SIDELAPS WITH THE SEALANT. IEN50A1 I APPLY SEALANT BOTH OVER AND UNDER CUP TAB AT SSR CUP LOCATIONS *20' MIN. DIST. AT LOW SAVE, FULL LENGTH ADJACENT TO ROOF HEIGHT CHANCE AREA OR 10' MIN DST FOR PANELS BELOW WALL TO ROOF AREA THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING ESCR BED THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE ODIFIED. REPO UCED OR USED FOR ANY OTHER PURPOSE WITHOUT 1030 WRITTEN APPROVAL OF VP BUILDINGS. HE G NEPAL CONTRACTOR ANDIOR RECTOR C SOLEL RESPONSIBLE FOR ACCU ATE, GOOD UALT' WORKMANS ER CTING THIS ILD N CONFORMANCE WITH HIS DRAWING, DETAILS R RENC IN THIS DRAWING ALL APPLICABLE VP ER CT/ON IDES. AND "DUSTILY STANDARDS PERTAINING TO PROPER CTION CLUDING THE COR SE OF TEMPORARY RAC( SELF DRILUNG FASTENER OR BOLT AT CENTERUNE OF PURUN OR HIGHER. FIELD DRILL HOLES. PURUN 20 =6 21 =6 22 =6 24 =6' 26 =6' ADDITIONAL WEATHERSEAL AT ICE DAMMING COND. I I I PR, VR OR RPR WALL RClOAI 05/31/2000 1/2' OR LESS CONTRACTOR'S NOTE: ANY LOADS OVER 400 LBS. APPUED TO VP MEMBERS SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE LATERALLY BRACED TO THE MAIN BUILDINGS 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. IEN01B2 SUSPENDED LOADS IEN10A1 I I FROM PURLINS 100 LB. LOADS OR GREATERI I ENIMIW 0/25/RS L T Q1= SIMPLE INTERIOR Q2. =SIMPLE 1 END BAY Q3= SIMPLE 6' END BAY DA =END HOLE ONLY Q S =INSET NOTCH Q 6 =ND HOLES END BAY END BAY END BAY. END BAY END BAY SECONDARY PUNCH PATTERNS COMMON GENERATED MARK NUMBERS 0111 102 05/11/2045 RAKE SUPPORT CAP (RSC 1/4 14 1 1/4" STRUCT FSNR (55307) 2' -0' O.C. RAKE SUPPORT BRACKET (RSB 7 NOTE: SEE ERECTION DRAWINGS FOR FIELD CUT STARTER PANEL DIMENSION L -0' LAP L -6' LAP 2'-0' LAP 3'-0' LAP 4'-0' LAP 0 IRCO3A21 SSR STARTING RAKE FIRE SPRINKLER HANGER SYSTEM MUST BE CAPABLE OF RESISTING 250 LBS. PLUS WEIGHT OF WATER FILLED PIPE PER CODE OTHER SUSPENDED LOADS EXCEEDING 100 LBS. MUST BE SUSPENDED SIMILAR TO THIS DETAIL DO NOT CLAMP TD BOTTOM FLANGES. 3Q =1 3.11 ?2 =1 34 =1 36 =1 END BAY END BAY END BAY END BAY END BAY 4.D= INTERIOR BAY Al INTERIOR BAY 42 INTERIOR BAY 44- INTERIOR BAY 95 =INTERIOR BAY ENDWALL OR FIELD BEND 1 LIP RAKE EXTENSION ON SSR PANEL START PANEL DIM VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 I"e'I I I I I I I I I NTS 11/8/2005 DATE ROD HANGER OR UNISTRUT AS NEEDED. ANGLE CLIP. BOLTS. UNISTRUTS, ROD HANGER AND CLAMPS NOT BY VARCO PRUDEN. INCHE51 LENGTH FFFTI (millimeters) CATEGORY PUNCH PATTERN DESCRIPTION GAGE 1 -0' LAP 1 -6' LAP 2' -D' LAP 3' -Cr LAP 4' -0' LAP L -0' LAP I -6 LAP 2' -0' LAP 3' -0' LAP 4'-0' LAP IEN51A11 I I I SSR ROOF CUP FASTEN PANEL TD (RSC) WITH 1/4-14 1 1/8 S.S. STITCH FSNR 4' -0' O.C. 3/16' MIN. SUSPENDED LOADS FROM STRUCTURAL BEAMS ENIM2Y1 M /01/PS 3' ENS2D1Y1 De/01/2m. BUILDING SED'S IBBILDER CHG Building Systems, Inc. (CUSTOMER ET Env. A.. I Port Angeles, Washington IPPOJECT Port Angeles Transfer Station (BUILDERS POs 105.570 15:37.44 FILE"AME: CA0501693-010E1.vpc VP FRAMES OR SUPPORT BEAMS I I CUPS, 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 PARS 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. F INCHES E EIGHTHS SSR ROOF PANEL MARK NO. SFF I I EGGO CCC LENGTH CODE 1 EXPIRES 24' COVERAGE SMOOTH EXTERIOR SURFACE 3" MAX. GAGE (MIN. 1/2 A307 BOLTS 4' MIN. PITCH) G GAGE 0 OPERATION C FN/COLOR STANDING SEAM ROOF PANELS (SSR) IEN52D1I I I I 07 18- o C BLANKET INSULATION RC 10A1 I FO APPROVAL NOT FOR CONSTRUCTION VPC VERSION: 5.3b IEN 1 0A2 231 CA0501693-01 DATE 10/4/2005 VP BUILDINGS DRAWNIC"EC VAR1n0 ml JF 16 RAKE FASCIA (RKF20 BOTTOM OF ROOF SHEET 1/4 -14 7/8" WALL STITCH FSNR AT 1 -0" 0.C. RAKE FASCIA RETAINER (RFR10) SSR RAKE TRIM PR, VR OR RPR CANOPY RAKE ALL ROOF EXT RGIGAwel 05 /31/2005 SEAL FASCIA TO CORNER CAP WITH BRONZE TUBE SEALANT (80507) METAL OR PLASTIC CORNER CAP (MCC1) OR (PCC1 ^i I` CUT AWAY SHADED AREA 45' NOTCH DETAIL A -A RCXMY2 3A05/2001 NOTE LAP BOLTS MUST BE INSTALLED IN THE OUTERMOST SET OF HOLES RAKE FASCIA (RKF NOTE: NO CUP REQ'D UNLESS NOTED' ON FRAME CROSS SECTION. 1 1/4' A SOFFIT TRIM (STC 10•+) HIGH SIDE EAVE FASCIA (RKF OR PEAK FASCIA (PET HIGH EAVE CORNER ASSEMBLY ALL WALL SYSTEMS (SSR PANEL RIB ROOFS) 1/4 -14 x 1 1/8" S.S. ROOF STITCH FSNR 6" 0.C. 12 -14 1 1/4" WALL STRUCT FSNR 2' -0" O.C. FASTEN CORNER CAP W/ (8) POP RIVETS DO NOT FASTEN FACE OF CAP HIGH SIDE FASCIA 3/16" 7/8" TAPE MASTIC (80349) HIGH EAVE FASCIA EXTENDED TO RAKE FASCIA (COPE TAB) I RC38AJ I GC4 CUP (BOLTED) CC1 CUP (WELDED) REFER TO CROSS SECTION FLANGE BRACE (FB OR (SFB PURLIN CONN AT INTERIOR FRAME I RSO1A1 6 1/2" OR 8 1/2" CONTINUOUS PURUNS I I 8501 IY10 1/05/2005 SSR CLOSURE PLUG (80135) 2' -0" O.C. STRAP (STR4) SAVE GUTTER 1/4 -14 1 1/8" S.S. ROOF STITCH FSNR (57650) (1) /STRAP 1 3/16' x 7/8" TAPE MASTIC (80349) CONT. AND OVER PLUG EAVE GUTTER (EG 1/4-14 1 1/8" S.S. ROOF STITCH FSNR. 5 PER PANEL IRC30A4 SSR ROOF W/ EAVE I I EAVE CANOPY RCSZAAYR 07/2512005 STRING UN RAKE BEAM NM IAN; 0/04/2003 NOTE VP200 RNEf SHOULD BE INSTALLED AFTER INSTALLATION OF SAVE GUTTER FIELD DRILL (1) 3/16" DIA HOLE IN SSR PANEL AT EACH RIVET LOCATION. GUTTER STRAP 2' -0" 0.C. (STR4) VP200 RIVET CANOPY WIDTH 12 -14 1 1/4" WALL STRUCT FSNR 1 -0" O.C. SEE EAVE DETAIL RCI 32 j FOR EAVE GUTTER RC37"' ATTACHMENT GUTTER STRAP ATTACHMENT SSR ROOF (ICE DAMMING) RCMT2VI 08/02/2002 PURUN CUP (EPC2 0 6 1/2") WELDED (PC13 0 6 1/2 BOLTED (EPC3 0 8 1/2") WELDED (ARC1 0 8 1/2") BOLTED 000100 I► GUTTER TRIM ANGLE -(TA WITH 8 1/2" PURUNS (GAD WITH 11 1/2" PURUNS 1/4 -14 1 1/4" 1 STRUCT FSNR (55307) 1' -0" O.C. INSTALL FSNRS TO ALIGN UNDER SOFFIT RIBS SSR PANEL SECTION VP200 RIVET (UPPER HOLES) fi g. FRAME C SSR RIB WELDED LOW EAVE PURLIN P B END FRAME (6 1/2" OR 8 1/2" PURLIN) SOFFIT EAVE TRIM (SET ATTACH W/ 1/4 -14 7/8' WALL STITCH FASTENER 1' -0' O.C. W/ SOFFIT, 12 -14 1 1/4" STRUCT FASTENER 1' -0" O.C. W/O SOFFIT VP20 RIVET SEAL WITH TUBE SEALANT 80507 STANDARD LOW SAVE PURLIN 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 FOR GUTTER STRAP ATTACHMENT IRC32A61 SSR RIDGE FLASHING I I I IRS11A2 I I SEE RC34H1 FOR FLASHING I LOCATION CLEAN ALL MATING SURFACES TO BE WEATHER SEALED. REMOVE FABRICATING OILS, RAIN, SNOW, ICE, DEW, DUST AND DIRT PRIOR To APPUCA1ION OF MASTICS AND SEALANTS. 3/16' 7/8" 3" TAPE MASTIC (80347) FOLDED AND TUCKED INTO RIB MARK FOR TRIM LOCATION DO NOT USE PENCIL FASTENER AND MASTIC PATTERN RCS NIV2 0/24/2001 EAVE GUTTER (EG-) DOWNSPOUT STRAP (DST1) FASTEN TO WALL.PANEL WITH WALL STITCH FSNR BEND TAB TO SECURE BOTH HALVES 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 I I ALL SYSTEMS RCTIF 03/05 /2001 PORTAL BRACE BEAM PORTAL BRACE SUPPORT LOCATION KNEE BRACE __NBC SEE BR1 I FOR PORTAL BRACE SUPPORT PORTAL BRACING KNEE BRACE CONNECTION 0511 IVY 04/20/2005 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 (57650) 10 PER PANEL 3/16' 7/8' 3" MASTIC (80347) EACH SIDE OF RIB 3/16" x 7/8" x 28" TAPE MASTIC (80345) IN FLAT OF PANEL IRC34H41 I I I A CUT AND TAB HOLE IN EAVE GUTTER (Sc-) SEAL NIPPLE TO GUTTER TUBE S TION 80507 BRONZE 1/ DOWNSPOUT NIPPLE (DN1) 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 NOTE: DO NOT ATTACH PANEL (OR PANEL CUPS) TO PORTAL BRACE BEAM. (4) .3/4" A325 BOLTS UNLESS NOTED OTHERWISE 3/4" A325 BOLTS TYP EACH END BOLTS ARE SUP CRITICAL AND MUST BE FULLY PRE TENSIONED. FAYING SURFACES MUST BE PAINT FREE. IF PLANT IS FOUND ON FAY' NG SURFACES IN OVERSIZED HOLE CONNECTIONS REMOVE WITH UGHT GRINDING. IBR11D1 I I THIS DRAWING. INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOL FOR ER CTINO THE BUILDIN DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP. BUILDIN THE G NERAL CONTRACTOR AND/OR ERECTO S SOL R SPON 1131. FOR ACCURATE. GOOD DUALITYWORKMAMSHI ER CTIN THIS BU LOIN IN CONFORMANCE WITH HIS DRAWING. DETAILS REFERENCED N THIS DRAWING. ALL APPLICABLE VP ERECTION G DES. AND INDUSTRY TANDARDS PERTAINING TO PROPER ERECTION CLU N THECORREC USE OF TEMPORARY BRACING. HIGHSIDE SAVE PANEL (HSEP1) 1/4 1 1/8" S.S. ROOF STITCH FSNR 10 PER PANEL 3/16" x 7/8" MASTIC (80345) 4 (8034 PANEL STIFFENER (PS4) CANOPY SOFFIT PANEL SOFFIT SEE r C34H1 FOR MASTIC TRIM I FSNR PATTERN (CET- 1 /4 14 1 1 /8' CANOPY S.S. ROOF WIDTH STITCH FSNR 6" O.C. SSR HIGH EAVE FASCIA HIGH EAVE CANOPY WITH SOFFIT RC5512V2 113/0412004 NOTE: FIXED CUPS ARE MARKED WITH PAINTED TAB FOR EASY IDENTIFICATION PURLIN PURLIN SUPPORT MEMBER (PSN) LOCATED AT 1/3 POINTS IN EACH BAY GREATER THAN 16' -0" SSR FIXED CLIP 6 1/2 PURLINS BLANKET S— BLOCK, T —BLOCK R —BOARD RC6d11YD 7/05/2005 EIQG2Y2 1/30/01 _op _RSR• 1cY. a �S 8 w// 11 4 5 4 B K 1N5.1 (SD° W/ BOARD M/G `8 18 W// SU y B� e�BV+ PSN- PURL \N S PACE REV' 1 DATE BOLTING PLATES HARD FLAT WASHER NUT 1/4 -14 x 7/8" WALL STITCH FSNR AT 1 -0" O.C. TENSION CONTROL BOLT 1 MIN. 1 3/4" DIA. BOLT 1 1/8" MIND 7/8" DIA. BOLT I 1 1 /4" MINI 1 DIAL BOLT I I SHEAR WRENCH (NBVP) REQ'D FOR INSTALLATION OF TENSION TENSION CONTROL BOLT INSTALLATION INSTRUCTION IBS'I I I I I I I NTS 11/8/2005 DESCRIPTION RAKE FASCIA (RKF TRIM ANGLE (TA2-) ATTACH TO SOFFIT SHTG. 7 3/4" OR ALIGN WITH RAKE FASCIA AT ENDWALL W 2 -14 1 1/4` WALL STRUCT. FSNR 1' -0' O.C. RAKE FASCIA RETAINER (RFR10) IRC35L6 I I '-ATTACH EA. END OF (PSN W/ (2) 1/4 -14 1 1/4" STRUCT FSNR (55307) .RECTOR NOTE; INSTALLATION DF 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. CON TROL BOLTS. PANEL RIB FILLER (PRF1) FASTEN IN PLACE W/ 4 PDP RIVETS PLASTIC CORNER CAP (PCC1) OR METAL CORNER CAP (MCC1) NOTCH DETAIL A -A EAVE GUTTER CORNER ASSEMBLY RC38A1 ALL SYSTEMS RCMIAl 2/10/2004 VP Buildings, Inc. 3200 Players Club Circe Memphis TN 38125 BUILDING SEDIS RAKE FASCIA (RKF CUT AWAY SHADED AREA NOTE: FIXED CUPS ARE MARKED WITH PAINTED TAB FOR EASY IDENTIFICATION 8 1/2" OR 11 1/2" PURUN. WIDEBAY OR JOIST I RC62A1 SSR FIXED CLIP I I BLANKET S- BLOCK, T -BLOCK R -BOARD MMus 7/O;/2005 07 18" IEN20A2 I I FOI APPROVAL NOT FOR CONSTRUCTION 'BUILDER CHG Building Systems, Inc. !CUSTOMER ET Environmental I LDDATID Port Angeles, Washington 'PROJECT Port Angeles Transfer Station 'BUILDERS PO" 105.570 15.37.46 FILENAME CA0501693-010E1 EXPIRES VPC VERSION 5.3b BIRD STOP (551) FASTEN IN PLACE W/ 4 POP RIVETS GUTTER CLOSURE (GGC FASTEN IN PLACE W/ 10 POP RIVETS X -ING SAG ANGLES (SA_) (NOT READ. WITH WIDEBAY OR JOIST) SEAL INSIDE PERIMETER OF CLOSURE WI BRONZE TUBE SEALANT (80507) SAVE GUTTER (EC (3) 55R 01.0 \S L t �1G 1Kti 'LOS) /80 4 W/ R g13_ p D BIPN C6 �rs BL�KI (5- W SU PER BL OC 1 C80 0 0 2 6 so/ IRC62B1 CA0501693-01 DATE 10/4/2005 DRAWN/CHECK JF PAGE 17