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Home My WebLink About431 E. 5th Street Address: 431 E 5 th Street PREPARED 7/02/13, 12:34:19 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/02/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 431 E STH ST SUBDIV: TENANT, NBR: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER . . RANDALL & DEANA VOLKER PHONE (619) 884-4599 PARCEL 06-30-00-0-1-7175-0000- APPI, NUMBER: 11-00000783 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/08/11 JLL BLDG FOUNDATION FOOTING TIME: 09:00 9/08/11 AP September 8, 2011 8:40:30 AM 1pangrle. JASON 460-2673 FOOTINGS MORNING September 8, 2011 4:10:59 PM jlierly. BL2 01 9/13/11 JLL BLDG FOUNDATION STEM WALL TIME: 09:00 9/13/11 AP September 12, 2011 9:38:05 AM 1pangrle. JASON 460-2673 STEMWALL MORNING September 13, 2011 4:28:00 PM jlierly. BL9 01 11/04/11 JLL BLDG SHEARWALL 11/07/11 AP November 3, 2011 9:11:08 AM pbarthol. jason 460-2673 November 7, 2011 8:20:21 AM jlierly. BL9 02 2/15/12 JLL BLDG SHEARWALL 2/15/12 AP February 15, 2012 10:05:49 AN pbarthol. JASON 460-2673 February 15, 2012 3:55:47 PM jlierly. BAIR 01 5/29/12 PB 13LDG AIR SEAL 5/30/12 AP May 30, 2012 11:25:03 AM pbarthol. BL3 01 5/29/12 PB BLDG FRAMING 5/30/12 AP May 30, 2012 11:25:17 AM pbarthol. BLI 01 6/04/12 JLL BLDG INSULATION 6/04/12 AP June 4, 2012 8:25:02 AM hcatuzo. RANDY VOLKER 619-884-4599 June 4, 2012 3:56:08 PM jlierly. BL99 01 7/02/13 BLDG FINAL July 2, 2013 8:41:38 AM pbarthol. Randy 619-884-4599 --------------------- ------------------------------------------------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME6 01 9/30/11 JLL MECHANICAL GAS LINE 9/30/11 AP September 29, 2011 8:39:01 AM 1pangrle. RANDY 619-884-4599 GAS LINE (IN A TRENCH) & TANK SET HE REQUESTED YOUR EARLIEST POSSIBLE INSPECTION. September 30, 2011 4:33:10 PM jlierly. ME99 01 7/02/13 1 MECHANICAL FINAL July 2, 2013 8:42:29 AM pbarthol. ----------------------- ------ CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 7/02/13, 12:34:19 INSPECTION TICKET . PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/02/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 431 E 5TH ST SUBDIV: TENANT, NBR: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RANDALL & DEANA VOLKER PHONE (619) 884-4599 PARCEL 06-30-00-0-1-7175-0000- APPL NUMBER: 11-00000783 RES ADDITION ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ Randy 619-884-4599 ------------------------------------------------------------------------------------------------ PERMIT: ME 01 MECILANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME6 01 5/29/12 PB MECHANICAL GAS LINE 5/30/12 AP May 29, 2012 9:00:22 AM hcatuzo. RANDY 619-884-2599 May 30, 2012 11:25:24 AM pbarthol. ME99 01 7/02/13 J]2v MECHANICAL FINAL J ly 2, 2013 8:42:52 AM pbarthol. Ruandy 619-884-4599 -------------------- ------------------------------------------------------------------ PERMIT- PL 00 PLUM13ING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL6 01 1/25/12 JLL PLUMBING WATER SUPPLY 1/25/12 AP January 25, 2012 10:21:29 AM pbarthol. Will 477-1168 January 25, 2012 4:46:12 PM pbarthol. PL2 01 5/03/12 JLL PLUMBING ROUGH-IN 5/04/12 AP May 3, 2012 9:17:26 AM hcatuzo. WILL 477-1168 May 4, 2012 5:04:36 PM jlierly. PL2 02 9/24/12 JLL PLUM13ING ROUGH-IN 9/24/12 AP September 24, 2012 8:27:41 AM pbarthol. Randy 619-884-4599 September 24, 2012 4:27:51 PM jlierly. bower pan lst floor/jll PL99 01 7/02/13 PLUMBING FINAL July 2, 2013 8:43:02 AM pbarthol. 9 s IN\\) Randy 619-884-4599 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 11-00000783 Date 8/18/11 Application pin number . . . 267005 Property Address . . . . . . 431 E STH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-1-7175-0000- Tenant ribr, name . . . . . . RANDALL & DEANA VOLKER on your state excise tax form Application type description RES ADDITION Subdivision Name . . . . . . to the City of Port Angeies Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . Application valuation . . . . 73220 ---------------------------------------------------------------------------- Application desc 732 SF ADDITION & REMODEL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RANDALL & DEANA VOLKER J GRICE CONSTRUCTION LLC 431 E 5TH ST 223 MARSDEN RD PORT ANGELES WA 98362 PORT ANGELES WA 98362 (619) 884-4599 (360) 452-1708 Other struct info . . . . . HARD SURFACE AREA ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . Permit pin number . 189902 C710 Permit Fee . . . . 838.25 Plan Check Fee 544.86 Issue Date I . . . 8/09/11 Valuation . . . . 73220 Expiration Date . . 2/05/12 5 Qty Unit Charge Per Extension BASE FEE 670.25 24.00 7.0006 THOU BL-50,001-100K (7.00 PER K) 168.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc Permi t pin number 189910 Permit Fee . . . . 104.75 Plan Check Fee .00 Issue Date . . . . 8/09/11 Valuation . . . . 0 Expiration Date 2/05/12 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 7.2500 EA ME-VENT FAN (SINGLE DUCT). 14.50 1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10.65 2.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 29.60 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc Permit pin number 189928 Permit'Fee . . . . 114.00 Plan Check Fee .00 Issue Date . . . . 8/09/11 Valuation . . . . 0 Expiration Date . . 2/05/12 Qty Unit Charge Per Extension Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of consZt uction. flg�Lo// Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOP INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab F�o--ugh-ln . Water Line(Meter to Bldg) Gas Line FINAL Date Accepted by Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls I Roof/Ceilin Drywall(interior Braced Panel Onlyj_ T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace I FAU Ducts --- Rough-in Gas Line Wood Stove/Pellet/Chimney FINAL Date Accepted by Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Li2hting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T-r:--1P,ii1riinn ni\/isinn/Ruildina Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 11-00000783 Date 8/18/11 Application pin number . . . 267005 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form BASE FEE 50.00 to the City of Port Angeles 5.00 7.0000 EA PL-PLUMBING TRAP 35.00 1.00 7.0000 EA PL-WATER LINE 7.00 (Location Code 0502) 1.00 15.0000 EA PL-SEWER LINE 15.00 1.00 7.0000 EA PL-WATER HEATER 7.00 Special Notes and Comments The Fire Department has reviewed the project application and has no comments August 3, 2011 12:02:29 PM sroberds. The proposal will result in remodel/addition to a residence in the RHD zone for total lot coverage of 18W and site coverage of 28%. No land use issues anticipated. August 3, 2011 2:42:40 PM banders. Additional electrical permits will be required. maintain clearances to electrical conductor. Contact Trent(417-4735) or Brian (417-47,08) with questions. . Public Works Utility Engineering has no requirements for this plan review. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1057.00 1057.00 .00 .00 Plan Check Total 544.86 544.86 .00 .00 Other Fee Total 4.50 4.50 .00 .00 A Grand Total 1606.36 1606.36 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if req'uired inspections have not been requested within 180 days from the last inspection. I hereby cerlify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMITIN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Accepted By Comments FOUNDATION: Footings Stemwall Toundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) TILUMBING: -5A&kR— Under Floor/Slab Rough-In Water Line(Meter to Bldg) ..... Gas Line FINAL Date Accepted by Back Flow/Water AIR SEAL: Walls Ceiiing FRAMING: Joists/Girders I Under Floor Shear Wall/Hold Downs k.14 Walls/Roof I Ceiling Drywall(interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling 7- 1 MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line 9 Wood Stove/Pellet/Chimney FINAL Date Accepted by Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting EPLANNING DEPT. Separate Permit#s SEPA: P , , I L, t" ESA: arking I Lighting La'ndscaping ISHORELINE: > 1?4 - FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW Engineering 417-4831 Fire 417-4653 T�) Planning 417-4750 Building 417-4815 3' T�r-nrmc/Piiilrfinn nwimor)/Ruildino Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Wate-r FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only)__ T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 L Building 417-4815 T:Forms/Buildinq Division/Building Permit al CITY OF PORT ANGELES F DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 11-00000783 Date 9/29/11 Application pin number . . . 267005 Other Fee Total 4.50 4.50 .00 .00 REPORT SALES TAX Grand Total 46.45 46.45 .00 .00 on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bidgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only�__ T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 I Building 4174815 T:Forms/Buildinq Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 11-00000783 Date 9/29/11 Application pin number . . . 267005 Property Address . . . . . . 431 E 5TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-1-7175-0000- REPORT SALES TAX Tenant nbr, name . . . . . . RANDALL & DEANA VOLKER on your state excise tax form Application type description RES ADDITION Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . Application valuation 0 ----------- --------- - - - - Application desc 732 SF ADDITION & REMODEL ---------------------------------------------------------------------------- Owner Contractor ------ - ----- ------ - ----- ------------ --- RANDALL & DEANA VOLKER J GRICE CONSTRUCTION LLC 431 E 5TH ST 223 MARSDEN RD rn PORT ANGELES WA 98362 PORT ANGELES WA 98362 (619) 884-4599 (360) 452-1708 Other struct info . . . . . HARD SURF&CE AREA ----------------------------- ----------------- --------------4:5u Permit . . . . . �ECHANICAL PERMIT Additional desc . �GASFIREPLACE/TANK SET/LIN�E Permit pin number 1 2 Permit Fee . . . . 41.95 Plan Check Fee .00 Issue Date . . . 9/29/11 Valuation . . . . 0 e_ Expiration Date 3/27/12 Qty Unit Charge Per Extension 2.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 21.30 LC 1.00 10.6500 EA ME-FUEL GAS PIPING,1-5 OUTLETS 10.65 7U4 1.00 10.0000 EA ME-SUPPLEMENTAL PERMIT 10.00 ---------------------------------------------------------------------------- Special Notes and Comments The Fire Department has reviewed the project application and has no comments August 3, 2011 12:02:29 PM sroberds. The proposal will result in remodel/addition to a residence in the RHD zone for total lot coverage of 18% and site coverage of 28W. No land use issues .anticipated. August 3, 2011 2:42:40 PM banders. Additional electrical permits will be required. Maintain _clearances to electrical conductor. Contact Trent(417-4735) or Brian (417-4708) with questions. Public Works Utility Engineering has no requirements for this plan review. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 41.95 41.95 .00 .00 Plan Check Total .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 has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with w ,hether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the w regulating construction or the performance of constru tion. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit PREPARED 9/24/12, 10:12:40 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/24/12 ----------------------------------------------------------------------------------------- ------ ADDRESS . : 431 E STH ST SU13DIV: TENANT, NBR: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RANDALL & DEANA VOLKER PHONE (619) 884-4599 PARCEL 06-30-00-0-1-7175-0000- APPL NUMBER: 11-00000783 RES ADDITION ------------------------------------------------------------------------------------------------ PEaZMIT: PL 00 PLUMING PEaZMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------ ----------------------------------------------------------- PL6 01 1/25/12 JLL PLUMBING WATER SUPPLY 1/25/12 AP January 25, 2012 10:21:29 AM pbarthol. Will 477-1168 January 25, 2012 4:46:12 PM pbarthol. PL2 01 5/03/12 JLL PLUMBING ROUGH-IN 5/04/12 AP May 3, 2012 9:17:26 AM hcatuzo. WILL 477-11.68 May 4, 2012 5:04:36 PM jlierly. PL2 02 9/24/12 L PLUMBING ROUGH-IN S.ptember 24, 2012 8:27:41 AM pbarthol. Randy 619-884-4599 ---------------------- --------- COMMENTS AND NOTES -------------------------------------- PREPARED 6/04/12, 9:20:40 INSPECTION TICKET PAGE CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/04/12 ------------------------------------------------------------------------------------------------ ADDRESS . : 431 E 5TH ST SUBDIV: TENANT, NBR: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RANDALL & DEANA VOLKER PHONE (619) 884-4599 PARCEL 06-30-00-0-1-7175-0000- APPL NUMBER: 11-00000783 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLI 01 9/08/11 JLL BLDG FOUNDATION FOOTING TIME: 09:00 9/08/11 AP September 8, 2011 8:40:30 AM 1pangrle. JASON 460-2673 FOOTINGS MORNING September 8, 2011 4:10:59 PM jlierly. BL2 01 9/13/11 JLL BLDG FOUNDATION STEM WALL TIME: 09:00 9/13/11 AP September 12, 2011 9:38:05 AM 1pangrle. JASON 460-2673 STEMWALL MORNING September 13, 2011 4:28:00 PM jlierly. BL9 01 11/04/11 JLL BLDG SHEARWALL 11/07/11 AP November 3, 2011 9:11:08 AM pbarthol. jason 460-2673 November 7, 2011 8:20:21 AM jlierly. BL9 02 2/15/12 JLL BLDG SHEARWALL 2/15/12 AP February 15, 2012 10:OS:49 AM pbarthol. JASON 460-2673 February 15, 2012 3:55:47 PM jlierly. BAIR 01 5/29/12 PB BLDG AIR SEAL 5/30/12 AP May 30, 2012 11:25:03 AM pbarthol. BL3 01 5/29/12 PB BLDG FRAMING 5/30/12 AP May 30, 2012 11:25:17 AM pbarthol. BLI 01 6/04/12 13LDG INSULATION June 4 2012 8:25-02 AM hcatuzo. RANDY �OLKER 619-884-4599 --------------------- --------- COMMENTS AND NOTES -------------------------------------- PREPARED 5/29/12, 9:06:15 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: PAT BARTHOLICK DATE 5/29/12 ------------------------------------------------------------------------------------------------ ADDRESS . : 431 E STH ST SUBDIV: TENANT, NBR: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RANDALL & DEANA VOLKER PHONE (619) 884-4599 PARCEL 06-30-00-0-1-7175-0000- APPL NUMBER: 11-00000783 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTTAT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLI 01 9/08/11 JLL BLDG FOUNDATION FOOTING TIME: 09:00 9/08/11 AP September 8, 2011 8:40:30 AM 1pangrle. JASON 460-2673 FOOTINGS MORNING September 8, 2011 4:10:59 PM jlierly. BL2 01 9/13/11 JLL BLDG FOUNDATION STEM WALL TIME: 09:00 9/13/11 AP September 12, 2011 9:38:05 AM 1pangrle. JASON 460-2673 STEMWALL MORNING September 13, 2011 4:28:00 PM jlierly. BL9 01 11/04/11 JLL BLDG SHEARWALL 11/07/11 AP November 3, 2011 9:11:08 AM pbarthol. jason 460-2673 November 7, 2011 8:20:21 AM jlierly. BL9 02 2/15/12 JLL BLDG SHEARWALL 2/15/12 AP February 15, 2012 10:05:49 AM pbarthol. JASON 460-2673 February 15, 2012 3:55:47 PM jlierly. BAIR 01 5/12�/�.2 P BLDG AIR SEAL BL3 01 sf29/i2 BLDG FRAMING fw ------------1771r--,- ----------------------------------------------------------------------------- PERMIT: ME I Md'CHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------�O-------------------------------------------------------------------- ME6 01 S/2Y12 P, MECHANICAL GAS LINE 'fr May 29, 2012 9:00:22 AM hcatuzo. RANDY 619-884-2599 --------- ------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 5/03/12, 9:22:14 INSPECTION TICKET PAGE CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/03/12 ------------------------------------------------------------------------------------------------ ADDRESS . : 431 E STH ST SUBDIV: TENANT, NBR: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RANDALL & DEANA VOLKER PHONE (619) 884-4599 PARCEL 06-30-00-0-1-7175-0000- APPL NUMBER: 11-00000783 RES ADDITION ------------------------------------------------------------------------------------------------ PEIZMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL6 01 1/25/12 JLL PLUMBING WATER SUPPLY 1/25/12 AP January 25, 2012 10:21:29 AM pbarthol. Will 477-1168 January 25, 2012 4:46:12 PM pbarthol. PL2 01 5/03/12 Lj�� P.LUMBING ROUGH-IN . "t jqL M y 3, 2012 9:17:26 AM hcatuzo. WILL 477-1168 __Y__-- ------ COMMENTS AND NOTES -------------------------------------- PREPARED 2/15/12, 10:44:23 INSPECTION TICKET PAGE ' 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/15/12 ------------------------------------------------------------------------------------------------ ADDRESS . : 431 E 5TH ST SUBDIV: TENANT, NBR: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RANDALL & DEANA VOLKER PHONE (619) 884-4599 PARCEL 06-30-00-0-1-7175-0000- APPI, NUMBER: 11-00000783 RES ADDITION ----------------------------------------------------------------L------------------------------- PMMIT: BPR 00 BUILDING PEaZMIT - R-ESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/08/11 JLL BLDG FOUNDATION FOOTING TIME: 09:00 9/08/11 AP September 8, 2011 8:40:30 AM 1pangrle. JASON 460-2673 FOOTINGS MORNING September 8, 2011 4:10:59 PM jlierly. BL2 01 9/13/11 JLL BLDG FOUNDATION STEM WALL TIME: 09:00 9/13/11 AP September 12, 2011 9:38:05 AM 1pangrle. JASON 460-2673 STEMWALL MORNING September 13, 2011 4:28:00 PM jlierly. BL9 01 11/04/11 JLL BLDG SHEARWALL 11/07/11 AP November 3, 2011 9:11:08 AM pbarthol. jason 460-2673 November 7, 2011 8:20:21 AM jlierly. BL9 02 2/15/12 JLL BLDG SHEARWALL February 15, 2012 10:05:49 AM pbarthol. JASON 460-2673 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 1/25/12, 12:42:03 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE' 1/25/12 ------------------------------------------------------------------------------------------------ ADDRESS . : 431 E 5TH ST SUBDIV: TENANT, NBR: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RANDALL & DEANA VOLKER PHONE (619) 884-4599 PARCEL 06-30-00-0-1-7175-0000- APPL NUMBER: 11-00000783 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL6 01 1/25/12 1 PLUMBING WATER SUPPLY 12 J�nuary 25, 2012 10:21:29 AM pbarthol. —Ir Will 477-1168 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 11/04/11, 12:11:12 INSPECTION TICKET PAGE , 6 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/04/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 431 E 5TH ST SUBDIV: TENANT, NBR: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RANDALL & DEANA VOLKER PHONE (619) 884-4599 PARCEL 06-30-00-0-1-7175-0000- APPL NUMBER: 11-00000783 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/08/11 JLL BLDG FOUNDATION FOOTING TIME: 09:00 9/08/11 AP September 8, 2011 8:40:30 AM 1pangrle. JASON 460-2673 FOOTINGS MORNING September 8, 2011 4:10:59 PM jlierly. BL2 01 9/13/11 JLL BLDG FOUNDATION STEM WALL TIME: 09:00 9/13/11 AP September 12, 2011 9:38:05 AM 1pangrle. JASON 460-2673 STEMWALL MORNING September 13, 2011 4:28:00 PM jlierly. BL9 01 11/04/11 BLDG SHEARWALL November 3, 2011 9:11:08 AM pbarthol. jason 460-2673 --------------------- -------- COMMENTS AND NOTES -------------------------------------- V" 4 3 E St-. 117 3 3 43'-72" 12'-10"- --X-72"' 61-5"— 2'-2j R.O, uj 0 Y-22"R.O. q LL 1 8 X-2g3"R.O. Q z 01 For x Flit m z z- LIJ LU L 0 Z z POCKET :D 4X6 POST INTO W/PC64 Zzz:z:=: WALL KARLAI.Fo "OST CAP WA UCIENSERSBECK E ':0" XP.DATE:02.11-.12 360-6814258 -H LL 0 C14 X x CONSUL TANT: cv) ENGINEER' TRACY D.GUDGEL F.E. WA STATE REGA 32777 . ...... . ZENOVIC&ASSOC.,wc. 301 ,6TH ST, PORET ANGELES,WA 98362 POCKET , (3601417-Ml INTO 92-"'BCI 6000 "O'ICQZENOVIC.NE7 WALL I-JOISTS @ 16"o.c. 4X6 POST POSW/PC64 T CAP 4)V WA 2&L___z—M FULL HT. WALLS F uj Do U UZI 14 2 1 1 277 LE _j z > < Cie 3 9 LVL p T-1 1411 z 0 Lu —————— 0 Ile < E �Z n _j rk 0 0 > ...... ---- IUS STYLE PE"ff'u"gnAL 7.�M--m- 4 HANGERS, `m— Typ. OF WALL PROJECT 0: SMOKE V DRAWN BY:VJF ALAR 4X4 POST OFNEW DATE 07-2&Zi i W/AC4 RAFTERS ED POST CAP —3'-7" z INFILL F OR 0 FRAMING @ 1�llox. I'_ < MATCH EX14TING JOIST SIZE o0z Z 0 � REC91VED =) .-I < 0 U- Q� UPPER FLOOR FRAMING-PARTIAL LL_ 06 U_ CL SHM TrTLE: OCT 3 1 2011 1 - CITY OF PORT ANGELES ISHM.. S2 BUILDING DIVISION STEP &9�W-�Y,7,r/U 4X6 P( Z 2' 'OPERABLE INSU SKYLIGHT BLITLER'S 4X6 POST V) PANTRY WALL HI UJ 0 y 0 z LINE OF EXISTING HO E FLOOR FRAMING LIJ = ig Z z o LLJ lz D < z 9:� F-I i5t 0 (E) 7RCIVECT: KARLA J.FORSBECK KITCHEN WALICENSEO:6MI EXP.DATE:02-11-2012 360481�2M 4X6 POST RANGE (E)DINING EXHAUST 100 CFM INTERMITTEN C CONSULTANT: LE -6WT:H- -47 -8 6 5--1 7 V ---4�--- 5'-'021" 6 T THRM HRII ---------------- EX ST ----- 50 CF ... --------- F M 3'1 INTER I E GL f3 RA E= -------- -1 0 ---- -- Ed Lu z 15T @ 11- < STAIR p m UP z UJ 0 z E INFILL FLOOR 0 __j a< FRAMING ABOVE _ENTRY SMOKE&CO a u ;;3 TEMPERED I ALARM < > '1 1 (E)LIVING �GLASS WINDOW REVISK)M: ml Ml^ly A', y FnI fNf)ATMN--.— I=— cy 0 PROJECT 0: DRAWN BY:KjF 00 �o - — +1 DATE 07-26.2DI I LLI -4- z �±3 RE-INSTALL R.O. NTRY DOOR 0aw oz X: _j< u MA 5DILAL- -EQU�t U- V) IN FLOOR PLAN PARTI 17 SHER TRE: 1/411 = 1 9-011 �E�K� +1-1Q.EQEV. DEMO UPPER CABINETS V) Lu 0 q Q z DEMO WALL LLJ z LLJ U IZ 6 Z Jill DEMO ARCHI ECI: DEMO(E)4X9 EXTERIOR KAR A J.FORSBEa BEAM WALLKENSE#:6001 WALL AND EXP.DATE:MI 1.2012 WINDOW 3"1-42SB LEI KITCHEN SALVAGE DOOR AND TRIM Z I 0 7CONSULTANWT: DEMO VENT HOOD DEMO WALL DEMO BATHTUB AND PLUMBING FIXTURES. SALVAGE DOOR --- ------------- DEMO WALL AND TRIM E BATH III: SALVAGE WINDOW. ------- ------ DEMO CABINET, SLOPED CEILING -------------- AND STAIR ABOVE -------------- W DEMO WALL FOR NEW DOOR 6 u LZI z uj 11 z 12 SALVAGE WINDOW 0 a 0 DEMO DECK > R tL A PERMrr SUBMRTAL DEMO STAIR AND GUARDRAIL Jill /(E)ENTR�l I (E)BEAM ABOVE -------- PROJECT#: JEQ)LIVING DRAWN BY.'LIF DATE 07-26-2011 (E)FRONT SALVAGE(E)DOOR PORCH V) 0 F7Z :2 < (E)DECK w on- r/�-,-�'�_PARTIAL MAI FLOOR PLAN - DEMOLITION SHEETTTJIF- X TLONG CONC. FTG. W/(2)#4 BARS 3"FROM 31-51, BOTTOM -.21 r —T Lu 0 Q z c/) Lij z Z'- .6 5'-1021" FULL HT. z LL4_ OF WALL ----- TO BTM. Q F NEW ARCHIFECT: KARIA J.FORSBECK WA UCENSE*:6001 RAFTERS x EXP.DATE:02-11-2012 if 117/8"BCI 6 00 N I-JOISTS @ I O.C. CRAWL CONSULTANT: SPACE ENCANEER: TRACY D GUDGEL P E VENT —REG.#��7ii WAllA4:- �2'117 �E..'C ji CC ZENOVIC&AS OC..INC. s .0 r I L — ————————— ----- --------- --- ------------- 2 PORT.NGE'ES.WA M62 ——— ——I— (360)417-0501 —_ — � I ZEN0VlCQZEN0VTC.NET r ———— — ————— (01? 7 Cc tk ii T 3 RAWL A3 SPACE VENT cl co) F+--- ---- --------- L L L -- ------ -------------- - on 2 21-61' 2'-6" d uj 0 R.O. 0 u 'Z' Q z < V-5111 p z ui (E)6X6 POST 0 z E < n li a 0 0 R PERMTTSUBMMAL ±6'EXISTI G 15'-10" NOTE: PROJECT 0: DRAWN BY:UF 1. EXISTING HOUSE HAS POST AND BEAM FOUNDATION. DAM 07-2&2011 PROVISION OF PERIMETER CONC. FOUNDATION UNDER NORTH,WEST AND SOUTH EXTERIOR WALLS OF EXISTING HOUSE IS AT OWNER'S z OPTION. 0 < 0 2. PROVIDE CRAWL SPACE VENTS IN OPTIONAL CONC. C) 0 Z FOUNDATION AT EXISTING HOUSE AT z o �� c/) SIMILAR LOCATIONS TO EXISTING VENTS. z =) _j < < o u_ 0� --i FOUNDATION AND MAIN FLOOR FRAMING-PARTIAL u- 06 u- n- 1/411 = 10-001 SHEET ME: S2 SHEET, EAM BETWEEN KITCHEN AND PANTRY Tj_ by Weyerhaeuser 3,bl" x 9" Glulam (24F - V4 DF) BeamG 6.36 Serial Number:7005106903 User:2 10/31/2011 10:23:28 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN page I Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED —71Z Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 10' Primary Load Group-Residential-Living Areas(pso:40.0 Live at 100%duration, 12.0 Dead SUPPORTS: 64A Input Bearing Vertical Reactions(Ibs) Detail Other Zo Width Length Live/Dead/Upliftrrotal 1 Stud wall 3.50" 2.08" 2100/666/0/2766 By Others None AAA 2 Stud wall 3.50" 2.08" 2100/666/0/2766 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2678 -2217 4500 Passed(49%) Rt.end Span I under Floor loading Moment(Ft-Lbs) 6807 6807 8437 Passed(81%) MID Span 1 under Floor loading Live Load Defi(in) 0.281 0.339 Passed(U434) MID Span 1 under Floor loading Total Load Defi(in) 0.371 0.508 Passed(IJ329) MID Span I under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application,input design-loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevele Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLeveI@ Custom product listed above. -The analysis presented is appropriate for Glulam beams. I b REG PROJECT INFORMATION: OPERATOR INFORMATION: VOLKER Tracy Gudgel Zenovic;and Associates,Inc. 301 East 6th Street,#1 Port Angeles,WA 98362 Phone:360-417-0501 Fax :36G417-0514 tmcy@zenovic.net Copyright 0 2009 by iLevel(D, Federal Way, WA. TJ-BeamV is a registered trademark of iLevelS. N:\Active_Projects\11081-VOLKER\ENGR\Structual\FLOORBEAM.sms BEAM BETWEEN KITCHEN AND PANTRY by Weyerhaeuser 3 1/8" x 9" Glulam (24F - V4 DF) TJ-Bwm@ 6.36 Serial Number:7005106903 User:2 10/31/2011 10:23:29 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group � 10' 2.00" Max. Vertical Reaction Total (lbs) 2766 2766 Max. Vertical Reaction Live (lbs) 2100 2100 Required Bearing Length in 2.08(W) 2.08(W) Max. Unbraced Length (in) 126 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 534 -534 Max Shear at Support (lbs) 645 -645 Member Reaction (lbs) 645 645 Support Reaction (lbs) 666 666 Moment (Ft-Lbs) 1639 Loading on all spans, LDF 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 2217 -2217 Max Shear at Support (lbs) 2678 -2678 Member Reaction (lbs) 2678 2678 Support Reaction (lbs) 2766 2766 Moment (Ft-Lbs) 6807 Live Deflection (in) 0.281 Total Deflection (in) 0.371 PROJECT INFORMATION: OPERATOR INFORMATION: VOLKER Tracy Gudgel Zenovic and Associates,Inc. 301 East 6th Street,#1 Port Angeles,WA 98362 Phone:360-417-0501 Fax :360-417-0514 tracy@zenovic.net Copyright 0 2009 by iLevel@), Federal Way, WA. TJ-Beam@ is a registered trademark of iLevel@. N:\Active_Projects\11081-VOLKER\ENGR\Structual\FLOORBEAM.sms PREPARED 9/30/11, 8:36:46 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/30/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 431 E 5TH ST SUBDIV: TENANT, NBR: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RANDALL & DEANA VOLKER PHONE (619) 884-4599 PARCEL 06-30-00-0-1-7175-0000- APPL NUMBER: 11-00000783 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME6 01 9/30/11 JLL MECHANICAL GAS LINE September 29, 2011 8:39:01 AM 1pangrle. RANDY 619-884-4599 GAS LINE (IN A TRENCH) & TANK SET HE REQUESTED YOUR EARLIEST POSSIBLE INSPECTION. I0.0-1 -------------------------------------- COMMENTS AND NOTES ---------------------------------- OJ--� 44 PREPARED 9/13/11, 8:36:02 INSPECTION TICKET PAGE ' 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/13/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 431 E 5TH ST SUBDIV: TENANT, NBR: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RANDALL & DEANA VOLKER PHONE (619) 884-4599 PARCEL 06-30-00-0-1-717S-0000- APPL NUMBER: 11-00000783 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/08/11 JLL BLDG FOUNDATION FOOTING TIME: 09:00 9/08/11 AP September 8, 2011 8:40:30 AM 1pangrle. JASON 460-2673 FOOTINGS MORNING September 8, 2011 4:10:S9 PM jlierly. BL2 01 9/13/11 -k BLDG FOUNDATION STEM WALL TIME: 09:00 September 12, 2011 9:38:05 AM 1pangrle. JASON 460-2673 STEMWALL MORNING -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 9/08/11, 8:43:47 INSPECTION TICKET PAGE, 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/08/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 431 E STH ST SUBDIV: TENANT, NER: RANDALL & DEANA VOLKER CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 452-1708 OWNER RANDALL & DEANA VOLKER PHONE (619) 884-4S99 PARCEL 06-30-00-0-1-7175-0000- APPL NUMBER: 11-00000783 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - PESIDENTTAT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------- ------------------------------------------------------------------- BL1 01 9/08/11 BLDG FOUNDATION FOOTING TIME: 09:00 September 8, 2011 8:40:30 AM 1pangrle. JASON 460-2673 FOOTINGS MORNING -------------------------------------- COMMENTS AND NOTES -------------------------------------- BUILDING PERMIT APPLICATIONPrint in ink CITY OF PORT ANGELES For City Use Only: Attn: Building Permit Technician Date Received '-7-2-7-11 321 E. Fifth St., Port Angeles,WA 98362 i rmit# i %__1 (360)417-4815 fax(360)417-4711 '1 t9 rate Approved i I Applicant kkD VOLKL-f-C P n1E'___6(q-0011-#5q7 Property Owner S;�-A 4: P once, Property Owner's Address POW .60-Contractor :f2a J� C-jr�t_e, C0r1C_,+rUc_�nj-\ I—LC- Phone ress - 2Z-3 0a_rcAe^ RA-, P6 WN Contractor' License# I C C,C ql�j ftlC_ xpires E-mail PROJECT ADDRESS le1r_l/ 5 ; 5_'-"/ Pg)X7-AV667L69 Parcel Number ()(0 5�aae)' /71-7!5 &7 Lot 17-f'l 5 Zoning P, Proiect Type&Brief Describtion: XResidential o Multi-familY o Commercial o lndus;trial Check all that apply -1 Zq SIF L<, 4-t-v o New Construction + 955f 4�-- DWM&�b- , )(Addition (732s�-) 'XRemodel L&=Z!V ftyAi • Repair &A& i Luer,&&ws A V I inAetl'o r • Demolition A&6,r` • Re-roof Xouse o garage o other >tear off&re-roof o lay over one layer AHeat System o Heat pump o wood-burning stove o gas fireplacEr o pellet stove'Other o Other 2 boS"o&rz� ke.-ciers Floor Areas Existing(sa. ft.) Proposbd(sa. ft.) Basement per sq.ft. $ Is'Floor c'?C3 Fawmil "t�_5 '00 2>1 q 10 2 nd Floor 2_ff� Bea rn 75 -005 3rd Floor Garage Carport Covered Porch 2-0 0 Deck 301 1 2_Z_4-vi)Atr3a" Shed 2- "Cove"A Other rp MoCte 060 TOTAL VALUATION $/ _73) Z26 Total footprint of structures sq.ft. Lot size Z'� &')a sq.ft. = -Ljot coverage % Site Coverage=the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage a Z- % Max. height of proposed structures o� ft. Occupancy group A-3 #of bedrooms Will a lawn sprinkler system be installed? t �A( Occupant load #of full baths Will a fire sprinkler system be installed? __,L\/A Construction type #of half baths /have read and completed this application and know it to be true and correct I am authorized to apply figr th!*s per it and understand that it is my responsibility to detennine what permits are required,and to obtain permits prior to g�0 t Dat-�L.)_Vtl PrintNameN qAfdy' V6Lre—� Signature al T:Forms/Building Division/Bldg Permit.doc D el e, 0 U)hej(- p,e t Ae o6+ak'v-teA PL I vev& �nw NOTES Permit# Remo 3 Vik'naows aAaeh Otf-k�+-St"7R, A (OC4+�Oh eaxdla)-�()V- J ft Lauujh�u --s> boA+roo hn —t-e-coilRmum O'ho al-k rac m V&n t w e*v- a, +k 12 re- vy- iw,o i— T:Forms/Building Division/Notes A 01 4e C4 U �A7 cm, CV VI 12" 0), (E) UNCOWERED DECK <2'-6" ABOVE GRADE) 240 SF (E)ACCESSORY 4' BUILDING lo'o 840SF FOOTPRINT :r-T- 10 PROPOSED PROPOSED UNCOVERED O�<' t, EXTERIOR DECK(</=2'-6" STAIR (</= 1 5'-7"1 2'6"ABOVE ABOVE GRADE) 12'— RADE)20SF ----] 129 SF.CANT]- G L'VIR OVER o----LJSLOPE BUFFER. 9121 ------------- vr i U0 PROPOSED 25' 25' ROPOSE 2 STO, -"I' DO TION P S 1-1/21 STOF 'Y BUFFER ADDITION (E)1 1/2 STO HOUSE 748 SF 7- 10. (446 SF '3511 1,080 SF 00 1 P 1, 7' SETBACil FOOTPRINT) ETBAC FOOTPF INT b r r 'o r. /ri —j BACK LINE T 4PROPOSED p StE,T)PAVED (E)COVERED UNCOVERED A-----—------I DECK(,/=2 RIVEWAY PORCH(�2-6" T '-6- A 11245 SF b< Z. ABOVE GRADE) ABOVE j(E)ACCESSOM 'co . G 6, 20 SF 20'-4" GRADE) IBUILDING uj 9 95SF 1192,9F WATERJ 100, PROPERTY LINE (E)PAVED WALKWAY (E)SIDEWALK 43 SF E.5TH STREET ADDRESS: 431 E.5TH STREET,PORT ANGELES,WA 98362 PARCEL: 0630000171750000 0 20' 40' 80' OWNERS: RANDALLAND DEANAVOLKER CONTACT:619-884-4459 1 07-25-2011 Dungeness Design 0 '7 P�AN -�I—2-1 pORTA. 0. PRESCRIffIVE APPROACH-SIMPLE FORM For the Washington State Energy Code(WSEC)2009 Edition Climate Zone I C Site Information: Building Department Use Only: Lot: Permit# Address: Notes: City: State: Zip: Contact: Phone: Phone 2: FAX: WSEC Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR SINGLE-FAMILY RESMEN171AL OR DUPLEX CLIMATE ZONE 1 (Unlimited Glazing Option Only) .. ........... a -91 b ri -6 wal b lixte or in A F olow-:' �861 ow n �Gradei ..C.o crete N WC - -G R-49 Unlimited 0.30 0.50 0.20 or R-38 R-21 R-21 R-10 R-301 R-10 R-38 int T13 U=0.029 2' adv This Project complies with the following: The project is a single-family residence or duplex. 'Me project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed above. The project will meet all other provisions of the WSEC and VIAQ. The Project will take advantage of the following exceptions to the prescriptive option. 602.6 Exception 2. One unlabeled or untested exterior swinging door,24 sq.ft. or less,may be installed per unit for ornamental,security,or architectural purposes. Location of the door taking this exception: El 602.6 Exception 2. If a door is mostly glass,it should meet the requirement of the vertical glazing U-factor listed above. Location of the door(s)taking exception: Type of Heat Source: t_ZG!!rkJ C_ U A,1'7-> T:Forms/Building Divislon/Prescriptive Approach-Simple Form 420 LO kl/ 2'1 La In C4 to cm Clallarn County Assessor& Treasurer - Property Details - 57321 RANDALL AND DEA... Page 1 of I Clallarn County Assessor&Treasurer Property Search Results > 57321 RANDALL AND DEANA VOLKER for Year 2011 -2012 Property �ccount Property ID: 57321 Legal Descriptiom LOTS 17&18 BL 171 TPA Geographic ID: 0630000171750000 Agent Code: Type: Real Tax Area: 0010-PA 121 PORT ST CNTY H2 L WMP Land Use Code 11 Open Space: N DFL N Historic Property: N Remodel Property: N Multi-Family Redevelopment: N Township: Section: Range: Location Address: 431 E FIFTH ST Mapsco: PORT ANGELES,WA 98362 Neighborhood: Cycle 5 Res MapID: 2 Neighborhood CD: 10955130 Owner Name: RANDALL AND DEANA VOLKER Owner I D: 208244 Mailing Address: 411 WALNUT ST PMB 3572 %Ownership: 100.0000000000% GREEN COVE SPRINGS,FL 32043 Exemptions: Taxes and Assessment Details Property Tax Information as of 07/27/2011 Amount Due if Paid on: MM, NOTE: If you plan to submit payment on a future date, make sure you enter the date and click RECALCULATE to obtain the correct total amount due. Click on"Statement Details"to expand or collapse a tax statement. First Half Second Half Year Statement ID Base Amt. Base Amt. Penalty Interest Base Paid Amount Due Statement Details 2011 152032 $1001.30 $1001.23 $0.00 $0.00 $1001.30 $1001.23 Statement Details 2010 40322 $1203.53 $1203.50 $0.00 $0.00 $2407.03 $0.00 Values Taxing Jurisdiction ............................. Improvement/Building Sketch Property Image, �7. 7- Land Roll Value History Deed and Sales History Payout Agreement This year is not certified and ALL values will be represented with "N/A". C 2011 True Automation,Inc.All Rights Website version:9.0.32,2200 Database last updated on:7/27/2011 3:52 AM Reserved.Privacy Notice http://websrv8.clallam.net/propertyaccess/Proper-ty.aspx?cid=O&year=2011&prop_id=57321 7/27/2011 IME INE SO Eno ME Mommom ON IN 0 IM-1-1- FROMMIN FAME mmawl IMME 0 0 arm ME BEEMEM MIEN SEENIS IM Emmommommommomm mom F"m MWIN91 INSCIMMI wimm MIN mom IM IMMIN INE ISEEMENIMEM WMEW, m�mm =111MMOmmommom m UA IS 0 m WY mommommommk9l.i. � IMM 0 MEN MOdhompol-- N MIM IMMISMIN MIN 0 W�i 0 1R, �- wLir,,wm-n�M EMS ME ME r. ON MIMMIMIMMM- somom ORIENEWIMMEM MEN MIN MINEEMIN SOMERAIMESH 11 1 111111194r,"M ME omm�m 1301, 01MOMME fall mmm MMMI -- WE IN IMENE 0 111- N m IMEN MMIMIM WWMMW MISIMINE 0 INVIVIM,( ONE INEEMINE—momm ME IM m N M niffm mom ME IME nommonne� Mom mom� SOM MENSIMISION MEJEORM=0 mosommom Emom ME WEj UrA NWIMEME M- Iffiffi/ mom IMMIN IN amommom ommufficulmomm mmm K . 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KAAWMmZMWNjjdp , 0 ISM MEMEMEN -61 -41, 41— ,4�k,, �210 A ......... 777 T PV- 17 z 6 0 16.1 itz, 0 , 11 ;;;Lnv=ttrj- f VI) I Pq W/ j- lilt -4-J L I'LL I TT ENE ME 11EME WIESEN== 0 ME ME men MEMN FORT, MEME ME mm I MOEN EMS small so MEN MORE IBM M aAM ENE ME SOL 111151 MEESE NOOSE= 0 INN mom 1M11MMMMM1MMM11M mom 111NIME M-EW NEESE 1110"951111 m SEEM MEN mad7mm ��Mmm ME NEESE ME 0 MM1 11MMMM m ME ME an 0 ME 011111010 SEEM No mm�� IS MMEN SEEN 0 2y it I _Jigs.- _7_r� ze I e,,.9 It -71 If r_7 <5,5-T < 1 L I I 266 1101-1 it sp 71 r? Ij it 4t- I -.A -,4 2 - 12, le It dA q A, _j Boise Cascade Single 5-1/2" x 12" BOISE GLULAMO 24F-V4/DF Floor Bearn1FB04 CALCO 3.0 Design Report-US 1 span No cantilevers 10/12 slope Wednesday,July 06,2011 Build 440 File Name: BC Job Name: VOLKER Description: F1304 Address: 431 E.5TH STREET Specifier: City,State,Zip: PORT ANGELES,WA 98362 Designer: TRACY GUDGEL Customer: Company: ZENOVIC&ASSOCIATES, INC. Code reports: AITC 117-2004, LA-0 1365 Misc: —I _j 3F 2F w 4, 4 0 __h 1"0-00 BO,3-1/2' B1,3-1/2' LL 2,925 lbs LL 2,925 lbs DL 1,845 lbs DL 1,845 lbs SL 1,875 lbs SL 1,875 lbs Total Horizontal Product Length 15-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 1250/6 1 Standard Load Unf.Area(ps� L 00-00-00 15-00-00 30 10 05-00-00 2 Unf.Area(psf) L 00-00-00 15-00-00 10 25 10-00-00 3 Unf.Area(psfi L 00-00-00 15-00-00 30 10 08-00-00 Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 23,419 ft-lbs 77.1% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 5,501 lbs 41.0% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U279(0.625-) 86.0% 2 1 output as evidence of suitability for particular application.Output here ba$ed Live Load Defl. U386(0.452") 93.2% 2 1 on building code-accepted design Max Defl. 0.625" 62.5% 2 1 properfies and analysis methods. Span/Depth 14.5 n/a 1 Installation of BOISE engineered wood products must be In accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide BearingSupportS Dim.(LxM Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 5-1/2" 6,645 lbs n/a 53.1% Unspecified (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/2" 6,645 lbs n/a 53.1% Unspecified BC CALOV,BC FRAMER@,AJSTm, ALLJOISTO,BC RIM BOARDTm,BCIS, Notes BOISE GLULAM-,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEMS,VERSALAM@,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS@,VERSARIM@, VERSA-STRAND@,VERSA-STUDS are Design meets arbitrary(11")Maximum load deflection criteria. trademarks of Boise Cascade,L.L.C. Page 1 of 1 Ash Boise Cascade Single 3-1/2" x 9-1/2" VERSA-LAM@ 2.0 3100 DF Floor BeamIF1305 W � - Bd CALCO 3.0 Design Report-us 1 span No cantilevers 10/12 slope Wednesday,July 06,2011 Build 440 File Name: BC Job Name: VOLKER Description: FB05 Address: 431 E. 5TH STREET Specifier: City,State,Zip: PORT ANGELES,WA 98362 Designer: TRACY GUDGEL Customer: Company: ZENOVIC&ASSOCIATES, INC. Code reports: ESR-1040 Misc: Ile �W 15-OMO BO,3-1/2- B1,3-1/2' LL 1,350 lbs LL 1,350 lbs DL 514 lbs DL 514 lbs Total Horizontal Product Length 15-00-00 Live Dead Snow Wind Rod Live Trib.(in.) Load Summary Tea Description Load Type Ret Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 15-00-00 30 10 06-00-00 Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 6,570 ft-lbs 47.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 1,595 lbs 25.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defi. L/349(0.5") 68.8% 1 1 output as evidence of suitability for ' particular application.Output here based Live Load Defl. U482(0.362') 74.7% 1 1 on building code-aooepted design Max Defl. 0.5" 50.0% 1 1 properties and analysis methods. Span/Depth 18.4 n/a 1 Installation of BOISE engineered wooa products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x VV) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 1,864 lbs n/a 20.3% Unspecified (800)232-0788 befiDre Installation. B1 Post 3-1/2"x 3-1/2" 1,864 lbs n/a 20.3% Unspecified BC CALCO,BC FRAMERO,AJSTm, ALUOISTO,BC RIM BOARDTm,BCI8, Notes BOISE GLULAMTm,SIMPLE FRAMING Design meets Code minimum(L/240)Total load defiection criteria. SYSTEMO,VERSA-LAMS,VERSA-RIM Design meets Code minimum(L/360)Live load defiection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDS are Design meets arbitrary(11")Maximum load defiection criteria. trademarks of Boise Cascade,L.L.C. Page 1 of 1 Boise Cascade Single 2 x 12 DFL #2 Roof BeamIRB02 BC CALCO 3.0 Design Report-US 1 span No cantilevers 10/12 slope Friday,July 01,2011 6uild 440 File Name: BC Job Name: VOLKER Descripbon: RB02 Address: 431 E.5TH STREET Specifier: City,State,Zip: PORT ANGELES,WA 98362 Designer: TRACY GUDGEL Customer: Company: ZENOVIC&ASSOCIATES, INC. Code reports: WCLIB/WWPA MISC: 12 .............. 41 41 4, 62 '�J ke xe� 07-06-00 BO,3-1/2' 131,3-1/2- DL 135 IbS DL 205 lbs SL 200 lbs SL 317 lbs Total Horizontal Product Length 07-06-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Trapezoidal(plo L 00-00-00 15 25 n/a 07-06-00 68 113 n/a Controls Summary Value %Aflowable Duration Case Span Disclosure Pos. Moment 715 ft-lbs 26.2% 115% 3 1 -Internal Completeness and accuracy of input must End Shear -309 lbs 13.3% 115% 3 1 -Right be verified by anyone who would rely on Total Load Defl. U3,801 (0.022-) 4.7% 3 1 output as evidence of suitability for particular application.Output here based Live Load Defl. U6,300(0.013-) 3.8% 3 1 on building oode-accepted design Max Defl. 0.022" 2.2% 3 1 properties and analysis methods. Span/Depth 7.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x V4 Value Support Member Material or ask questions,please call BO Post 3-1/2"x 1-1/2" 336 lbs n/a 10.2% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 1-1/2" 522 lbs n/a 15.9% Unspecified BC CALCO,BC FRAMERO,AJS-, ALUOISTS,BC RIM BOARDrm,BCI@, Cautions BOISE GLUILAMrm,SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM@,VERSA-LAM@,VERSA-RIM will not occur. PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUDS are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade,L.L.C. surcharge load. Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(11")Maximum load deflection criteria. Page 1 of I Bolse Cascade Single 2 x 12 DFL #2 Roof BeamIRB03 BC CALC@)3.0 Design Report-US 1 span No cantilevers 10/12 slope Friday,July 01,2011 Build 440 File Name: BC Job Name: VOLKER Description: RB03 Address: 431 E. 5TH STREET Specifier: City,State,Zip: PORT ANGELES,WA 98362 Designer: TRACY GUDGEL Customer: Company: ZENOVIC&ASSOCIATES, INC. Code reports: WCLIBMWPA Misc: 12 N*' S Q 09-00-00 BO,3-1/2' B1 DL 269 lbs DL 182 lbs SL 418 lbs SL 275 lbs Total Horizontal Product Length 09-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Unf. Lin.(plo L 00-00-00 03-06-00 60 100 n/a 2 Trapezoidal(plo L 03-06-00 60 100 n/a 09-00-00 15 25 n/a Controls Summary Value %Aflowable Duration Case Span Disclosure Pos.Moment 1,289 ft-lbs 47.2% 115% 193 1 -Internal Completeness and accuracy of input must End Shear 486 lbs 20.9% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U1,704(0.062") 10.6% 3 1 output as evidence of suitability for . particular application.Output here based Live Load Defl. U2,808(0.037-) 8.5% 3 1 on building oDde-accepted design Max Defl. 0.062" 6.2% 3 1 properties and analysis methods. Span/Depth 9.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x M Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 1-1/2" 687 lbs n/a 20.9% Unspecified (800)232-0788 before installation. B1 HangerLoad n/a 458 lbs Unspecified n/a Hanger BC CALCO,BC FRAMERS,AJSrm, ALUOISTS,BC RIM BOARDrm,BC10, Cautions BOISE GLULAMTm,SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM0,VERSA-LAM@,VERSA-RIM will not occur. PLUS0,VERSA-RIM@, VERSA-STRANDS,VERSA-STUDO are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade,L.L.C. surcharge load. Notes Design meets Code minimum(Ul 80)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 1 AMNSolse Cascade Double 2 x 12 DFL #2 Roof BeamXRB04 W I - Bd CALCO 3.0 Design Report-us 1 span No cantilevers 10/12 slope Friday,July 01,2011 Build 440 File Name: BC Job Name: VOLKER Description: RB04 Address: 431 E. 5TH STREET Specifier: City,State,Zip: PORT ANGELES,WA 98362 Designer: TRACY GUDGEL Customer: Company: ZENOVIC&ASSOCIATES, INC. Code reports: WCLIBMWPA Misc: 1___10 12 7- 08-00-00 BO 131 DL 377 lbs DL 377 lbs SL 537 lbs SL 537 lbs Total Horizontal Product Length 08-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Unt Lin.(plfli L 00-00-00 08-00-00 30 50 n/a 2 Conc.Pt.(lbs) L 04-00-00 04-00-00 452 675 n/a Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 2,954 ft-lbs 54.1% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 829 lbs 17.8% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. L/1,895(0.051 9.5% 3 1 output as evidence of suitability for parlicular application.Output here based Live Load Defl. U3,207(0.03") 7.5% 3 1 on building code-aooepted design Max Defl. 0.051" 5.1% 3 1 properties and analysis methods. Span/Depth 8.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Hanger Load n/a 914 lbs Unspecified n/a Hanger (800)232-0788 before Installation. B1 Hanger Load n/a 914 lbs Unspecified n/a Hanger BC CALCO,BC FRAMERO,AJS-, ALUOISTO,BC RIM BOARDTm,BCIS, Cautions BOISE GLULAMTm,SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEMV,VERSA-LAM8,VERSA-RIM will not occur. PLUSV,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade,L.L.C. surcharge load. Notes Design meets Code minimum(L/1 80)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 1 130161t Cascade Double 2 x 12 DFL #2 RafterXR01 86 CALCQD 3.0 Design Report-us 1 span No cantilevers 14/12 slope Friday,July 01,2011 Build 440 24 OCS I Repebtive File Name: BC Job Name: VOLKER Description: R01 Address: 431 E. 5TH STREET Specifier: City,State,Zip: PORT ANGELES,WA 98362 Designer: TRACY GUDGEL Customer: Company: ZENOVIC&ASSOCIATES, INC. Code reports: WCLIB/WWPA Misc: 12 151 X 3k 3t !k 3k k Wr 01K�- 3� 15-00-00 BO,2-1/2' B1 DL 581 lbs DL 784 lbs SL 907 lbs SL 1,181 lbs Total Horizontal Product Length 15-00-00 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Unf. Lin.(pl� L 00-00-00 15-00-00 32 50 n/a 2 Conc. Pt.(lbs) L 03-00-00 03-00-00 135 209 n/a 3 Conc.Pt.(Ibs) L 05-06-00 05-06-00 205 317 n/a 4 Conc. Pt.(Ibs) L 14-00-00 14-00-00 377 537 n/a 5 Unf. Lin.(piQ L 03-00-00 14-00-00 16 25 n/a Controls Summary Value %AJlowable Duration Case Span Disclosure Pos. Moment 5,765 ft-lbs 91.9% 115% 3 1 -Internal Completeness and accuracy of input Inust End Shear -1,884 lbs 40.4% 115% 3 1 -Right be verified by anyone who would rely on Total Load Defl. U421 (0.446') 42.7% 3 1 output as evidence of suitability for particular application.Output here based Live Load Defl. U692(0.272") 34.7% 3 1 on building code-acoepted design Max Defi. 0.446" 44.6% 3 1 properties and analysis methods. Span/Depth 15.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide BearingSupportS Dim.(LxVA Value Support Member Material or ask questions,please call BO Wall/Plate 2-1/2"x 3" 1,488 lbs n/a 31.7% Unspecified (800)232-0788 before installation. B1 HangerLoad n/a 1,965 lbs Unspecified n/a Hanger BC CALOS,BC FRAMERS,AJS-, ALUOISTV,BC RIM BOARD-,BCIO, Slope and Cut Length Slope Facia Depth Hortz.Length Product Length BOISE GLULAM-,SIMPLE FRAMING Plumb Cut with Hanger to dbl.top plate 4/12 0" 15-00-00 16-01-08 SYSTEMS,VERSA-LAW,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUDS are Design meets Code minimum(L/180)Total load deflection criteria. trademarks of Boise Cascade,L.L.C. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(11")Maximum load deflection criteria. Page 1 of 1 / 3 PCPL)CA-Tl & ,,l 7FY3 �5'T 1� L) 4r-f 7-14 ( S f3VIL-611U6 (k VLIL.I