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Home My WebLink About1033 W 11th St - BuildingPREPARED 10/26/10 8 13 32 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/26/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 3/09/10 JLL BLDG FOUND FTG/STEM WALL TIME O1 00 3/09/10 AP March 9 2010 8 13 41 AM 1pangrle FRED 460 8063 FOOTING STEMWALL AFTERNOON March 9 2010 4 09 11 PM jlierly BLIS O1 3/24/10 JLL BLDG INSULATION/SLAB 3/24/10 AP March 24 2010 8 34 25 AM 1pangrle JUSTIN 809 0278 UNDERSLAB INSULATION' March 24 2010 4 44 08 PM jlierly BL9 01 5/06/10 JLL BLDG SHEARWALL 3,"17/-10 AP May -6-20170-8-20--01 AM 1pangrl� JUSTIN 809 0278 'NAILING EXTERIOR SHEETING May 17 2010 8 11 33 AM jlierly t- BL3 01 6/21/10 JLL BLDG FRAMING 6/21/10 AP June 21 2010 9 43 12 AM pbarthol JUSTIN 809 0278 June 21 2010 4 48 34 PM jlierly BLI O1 6/23/10 JLL BLDG INSULATION TIME 09 00 6/30/10 AP June 23 2010 8 24 54 AM 1pangrle JUSTIN 809 0278 INSULATION TO COVER HE REQUESTED AN EARLY MORNING INSPECTION (IF POSSIBLE) June 30 2010 9 12 18 AM jlierly BLFD O1 6/28/10 JLL BLDG FOUNDATION DRAINAGE 6/28/10 AP June 28 2010 8 12 48 AM 1pangrle JUSTIN 809 0278 FOUNDATION DRAINAGE– June 28 2010 4 31 14 PM jlierly BL99 01 6/30/10 JLL BLDG FINAL 6/30/10 DA June 29 2010 11 33 00 AM 1pangrle JUSTIN 809 0278 BUILDING FINAL June 30 2010 4 18 45 PM jlierly hand rail to wall returned/backfill around house/tub surround/kithen exhaust/jll BL99 02 10/26/10 L BLDG FINAL TIME O1 00 _'� October 25 2010 3 50 53 PM 1pangrle JUSTIN 809 0278 BUILDING FINAL COMMENTS AND NOTES PREPARED 6/30/10 8 08 39 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/30/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS JUSTIN 809 0278 MECHANICAL FINAL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 3/19/10 JLL PLUMBING UNDER SLAB 3/19/10 AP March 18 2010 11 37 30 AM 1pangrle JUSTIN 809 0278 UNDERSLAB PLUMBING March 19 2010 4 50 36 PM pbarthol PL1 02 3/24/10 JLL PLUMBING UNDER SLAB 3,'24-/3-0AP March 24-2010-8- 35- 07–AM JUSTIN 809 0278 RADIANT HEAT UNDERSLAB PLUMBING TUBING March 24 2010 4 44 08 PM jlierly PL2 01 6/21/10 JLL PLUMBING ROUGH IN 6/21/10 AP June 21 2010 9 44 11 AM pbarthol JUSTIN 809 0278 June 21 2010 4 48 34 PM jlierly PL99 01 6/30/10 PLUMBING FINAL \( June 29 2010 11 33 49 AM 1pangrle \11 JUSTIN 809 0278 PLUMBING FINAL - COMMENTS AND NOTES PREPARED 6/30/10 8 08 39 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/30/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 3/09/10 JLL BLDG FOUND FTG/STEM WALL TIME O1 00 3/09/10 AP March 9 2010 8 13 41 AM 1pangrle FRED 460 8063 FOOTING STEMWALL AFTERNOON March 9 2010 4 09 11 PM jlierly BLIS O1 3/24/10 JLL BLDG INSULATION/SLAB 3/24/10 AP March 24 2010 8 34 25 AM 1pangrle JUSTIN 809 0278 'UNDERSLAB INSULATION' March 24 2010 4 44 08 PM jlierly BL9 01 5/06/10 JLL BLDG SHEARWALL 5/17/10 AP May 6, 2010 8.20 01_AM_lpan—l- _ JUSTIN 809 0278 'NAILING EXTERIOR SHEETING May 17 2010 8 11 33 AM jlierly BL3 01 6/21/10 JLL BLDG FRAMING 6/21/10 AP June 21 2010 9 43 12 AM pbarthol JUSTIN 809 0278 June 21 2010 4 48 34 PM jlierly BLI O1 6/23/10JL BLDG INSULATION TIME 09 00 June 23 2010 8 24 54 AM 1pangrle JUSTIN 809 0278 INSULATION TO COVER HE REQUESTED AN EARLY MORNING INSPECTION (IF POSSIBLE) BLFD O1 6/28/10 JLL BLDG FOUNDATION DRAINAGE 6/28/10 AP June 28 2010 8 12 48 AM 1pangrle JUSTIN 809 0278 FOUNDATION DRAINAGE June 28 2010 4 31 14 PM jlierly BL99 01 6/30/10 LL BLDG FINAL June 29 2010 11 33 00 AM 1pangrle JUSTIN 809 0278 BUILDING FINAL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS � ME1 01 6/21/10 JLL MECHANICAL ROUGH IN 6/21/10 AP June 21 2010 9 43 46 AM pbarthol JUSTIN 809 0278)'1% C ,n ,00 June 21 2010 4 48 34 PM jlierly ' {/ Iw-J ✓II �(�(� ME99 01 6/30/10 MECHANICAL FINAL June 29 2010 11 33 22 AM 1pangrle - - CONTINUED ONTO NEXT PAGE PREPARED 6/29/10 8 43 13 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/29/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS JUSTIN 809 0278 MECHANICAL FINAL PERMIT PL 00 PLUMBING PERMIT COMMENTS AND NOTES REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 3/19/10 JLL PLUMBING UNDER SLAB 3/19/10 AP March 18 2010 11 37 30 AM 1pangrle JUSTIN 809 0278 UNDERSLAB PLUMBING March 19 2010 4 50 36 PM pbarthol PL1 02 3/24/10 JLL PLUMBING UNDER SLAB 3-/24/1-0 AP March 24-20-L0-8- 35--07–AM 1pang-r-le. JUSTIN 809 0278 RADIANT HEAT UNDERSLAB PLUMBING TUBING March 24 2010 4 44 08 PM jlierly PL2 01 6/21/10 JLL PLUMBING ROUGH IN 6/21/10 AP June 21 2010 9 44 11 AM pbarthol JUSTIN 809 0278 June 21 2010 4 48 34 PM jlierly PL99 01 6/29/10 L PLUMBING FINAL June 29 2010 8 42 12 AM 1pangrle JUSTIN 809 0278 PLUMBING FINAL COMMENTS AND NOTES PREPARED 6/29/10 8 43 13 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/29/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW 01 3/09/10 JLL BLDG FOUND FTG/STEM WALL TIME O1 00 3/09/10 AP March 9 2010 8 13 41 AM 1pangrle FRED 460 8063 FOOTING STEMWALL AFTERNOON March 9 2010 4 09 11 PM jlierly BLIS O1 3/24/10 JLL BLDG INSULATION/SLAB 3/24/10 AP March 24 2010 8 34 25 AM 1pangrle JUSTIN 809 0278 'UNDERSLAB INSULATION March 24 2010 4 44 08 PM jlierly BL9 01 5/06/10 JLL BLDG SHEARWALL 5/17/10 AP May 6, 2010 8.20.01 AM 1pangrle JUSTIN 809 0278 'NAILING EXTERIOR SHEETING May 17 2010 8 11 33 AM jlierly BL3 01 6/21/10 JLL BLDG FRAMING 6/21/10 AP June 21 2010 9 43 12 AM pbarthol JUSTIN 809 0278 June 21 2010 4 48 34 PM jlierly BLI O1 6/23/10 L BLDG INSULATION TIME 09 00 June 23 2010 8 24 54 AM 1pangrle JUSTIN 809 0278 INSULATION TO COVER HE REQUESTED AN EARLY MORNING INSPECTION (IF POSSIBLE) BLFD O1 6/28/10 JLL BLDG FOUNDATION DRAINAGE 6/28/10 AP June 28 2010 8 12 48 AM 1pangrle JUSTIN 809 0278 FOUNDATION DRAINAGE June 28 2010 4 31 14 PM jlierly BL99 01 6/29/10 Ji.L _ BLDG FINAL -1/`-�-iV�June 29 2010 8 41 11 AM 1pangrle JUSTIN 809 0278 BUILDING FINAL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME1 01 6/21/10 JLL MECHANICAL ROUGH IN 6/21/10 AP June 21 2010 9 43 46 AM pbarthol JUSTIN 809 0278 June 21 2010 4 48 34 PM jlierly ME99 01 6/29/10 MECHANICAL FINAL June 29 2010 8 41 51 AM 1pangrle CONTINUED ONTO NEXT PAGE PREPARED 6/28/10 8 18 05 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/28/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTTAT• REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW 01 3/09/10 JLL BLDG FOUND FTG/STEM WALL TIME 01 00 3/09/10 AP March 9 2010 8 13 41 AM 1pangrle FRED 460 8063 FOOTING STEMWALL AFTERNOON March 9 2010 4 09 11 PM jlierly BLIS 01 3/24/10 JLL BLDG INSULATION/SLAB 3/24/10 AP March 24 2010 8 34 25 AM 1pangrle JUSTIN 809 0278 UNDERSLAB INSULATION March 24 2010 4 44 08 PM jlierly BL9 01 5/06/10 JLL BLDG SHEARWALL 5/17/10 AP May 6 2010 8.20.01 AM 1pangrle JUSTIN 809 0278 'NAILING EXTERIOR SHEETING May 17 2010 8 11 33 AM jlierly BL3 01 6/21/10 JLL BLDG FRAMING 6/21/10 AP June 21 2010 9 43 12 AM pbarthol JUSTIN 809 0278 June 21 2010 4 48 34 PM jlierly BLI 01 6/23/10 BLDG INSULATION TIME 09 00 June 23 2010 8 24 54 AM 1pangrle JUSTIN 809 0278 INSULATION TO COVER HE REQUESTED AN EARLY MORNING INSPECTION (IF POSSIBLE) BLFD 01 6/28/10 Jj�j BLDG FOUNDATION DRAINAGE June 28 2010 8 12 48 AM 1pangrle JUSTIN 809 0278 FOUNDATION DRAINAGE COMMENTS AND NOTES PREPARED 6/23/10 8 27 50 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/23/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW 01 3/09/10 JLL BLDG FOUND FTG/STEM WALL TIME O1 00 3/09/10 AP March 9 2010 8 13 41 AM 1pangrle FRED 460 8063 FOOTING STEMWALL AFTERNOON March 9 2010 4 09 11 PM jlierly BLIS O1 3/24/10 JLL BLDG INSULATION/SLAB 3/24/10 AP March 24 2010 8 34 25 AM 1pangrle JUSTIN 809 0278 'UNDERSLAB INSULATION March 24 2010 4 44 08 PM jlierly BL9 01 5/06/10 JLL BLDG SHEARWALL 5/17/10 AP May 6 2010 8 20 01 AM 1pangrle. uuJilN 809 0278 'NAILING EXTERIOR SHEETING May 17 2010 8 11 33 AM jlierly BL3 01 6/21/10 JLL BLDG FRAMING 6/21/10 AP June 21 2010 9 43 12 AM pbarthol JUSTIN 809 0278 June 21 2010 4 48 34 PM jlierly BLI O1 6/23/10 PJLL BLDG INSULATION TIME 09 00 June 23 2010 8 24 54 AM 1pangrle JUSTIN 809 0278 INSULATION TO COVER HE REQUESTED AN EARLY MORNING INSPECTION (IF POSSIBLE) COMMENTS AND NOTES n c�� PREPARED 6/21/10 9 46 14 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/21/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 3/09/10 JLL BLDG FOUND FTG/STEM WALL TIME O1 00 3/09/10 AP March 9 2010 8 13 41 AM 1pangrle FRED 460 8063 FOOTING STEMWALL AFTERNOON March 9 2010 4 09 11 PM jlierly BLIS O1 3/24/10 JLL BLDG INSULATION/SLAB 3/24/10 AP March 24 2010 8 34 25 AM 1pangrle JUSTIN 809 0278 'UNDERSLAB INSULATION' March 24 2010 4 44 08 PM jlierly BL9 01 5/06/10 JLL BLDG SHEARWALL 5-/ 17-/-10 AP May -6-2 010-8- -2 0- 0-1-AMlpangr-1 --. JUSTIN 809 0278 NAILING EXTERIOR SHEETING May 17 2010 8 11 33 AM jlierly BL3 01 6/21/10 L BLDG FRAMING June 21 2010 9 43 12 AM pbarthol JUSTIN 809 0278 PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME1 01 6/21/10 tl MECHANICAL ROUGH IN June 21 2010 9 43 46 AM pbarthol JUSTIN 809 0278 PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 3/19/10 JLL PLUMBING UNDER SLAB 3/19/10 AP March 18 2010 11 37 30 AM 1pangrle JUSTIN 809 0278 UNDERSLAB PLUMBING March 19 2010 4 50 36 PM pbarthol PL1 02 3/24/10 JLL PLUMBING UNDER SLAB 3/24/10 AP March 24 2010 8 35 07 AM 1pangrle JUSTIN 809 0278 'RADIANT HEAT UNDERSLAB PLUMBING TUBING March 24 2010 4 44 08 PM jlierly PL2 01 6/21/10 J PLUMBING ROUGH IN June 21 2010 9 44 11 AM pbarthol JUSTIN 809 0278 COMMENTS AND NOTES PREPARED 5/06/10 8 21 24 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/06/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 3/09/10 JLL BLDG FOUND FTG/STEM WALL TIME O1 00 3/09/10 AP March 9 2010 8 13 41 AM 1pangrle FRED 460 8063 FOOTING STEMWALL AFTERNOON March 9 2010 4 09 11 PM jlierly BLIS 01 3/24/10 JLL BLDG INSULATION/SLAB 3/24/10 AP March 24 2010 8 34 25 AM 1pangrle JUSTIN 809 0278 'UNDERSLAB INSULATION' March 24 2010 4 44 08 PM jlierly BL9 01 5/06/10 J BLDG SHEARWALL May -6-201-0-8- 20--01 JUSTIN 809 0278 'NAILING EXTERIOR SHEETING COMMENTS AND NOTES PREPARED 3/24/10 8 39 30 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/24/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 3/09/10 JLL BLDG FOUND FTG/STEM WALL TIME O1 00 3/09/10 AP March 9 2010 8 13 41 AM 1pangrle FRED 460 8063 FOOTING STEMWALL AFTERNOON March 9 2010 4 09 11 PM jlierly BLIS O1 3/24/10 JI,Jy %� BLDG INSULATION/SLAB --.+�+�}�/\\J�/ March 24 2010 8 34 25 AM 1pangrle JUSTIN 809 0278 'UNDERSLAB INSULATION PERMIT PL 00 PLUMBING PERMIT -EQUESTED_INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 3/19/10 JLL PLUMBING UNDER SLAB 3/19/10 AP March 18 2010 11 37 30 AM 1pangrle JUSTIN 809 0278 UNDERSLAB PLUMBING March 19 2010 4 50 36 PM pbarthol PLI 02 3/24/10 PLUMBING UNDER SLAB March 24 2010 8 35 07 AM 1pangrle JUSTIN 809 0278 RADIANT HEAT UNDERSLAB PLUMBING TUBING COMMENTS AND NOTES PREPARED 3/19/10 8 05 57 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/19/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR --- -- -- - -- -- -- -- PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 3/19/10 PLUMBING UNDER SLAB March 18 2010 it 37 30 AM 1pangrle -� JUSTIN 809 0278 UNDERSLAB PLUMBING COMMENTS AND NOTES PREPARED 3/09/10 8 16 21 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/09/10 ADDRESS 1033 W 11TH ST SUBDIV TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR PHONE OWNER JUSTIN / JAMIE HUFF PHONE (360) 417 2936 PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 10 00000152 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 3/09/10 BLDG FOUND FTG/STEM WALL TIME O1 00 March 9 2010 8 13 41 AM 1pangrle `l FRED 460 8063 FOOTING STEMWALL AFTERNOON COMMENTS AND NOTES H W 1 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 10 00000152 Date 3/04/10 Application pin number 029288 Property Address 1033 W 11TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 3 1852 0000 Tenant nbr name JUSTIN / JAMIE HUFF Application type description RES NEW SFR Subdivision Name Property Use Property Zoning KS/ RESDNTL SINGLE FAMILY Application valuation 165643 I Application desc TOTAL i LOT COVERAGE 1 939 SF HOME WITH A 69 SF COVERED PORCH Owner Contractor JUSTIN / JAMIE HUFF OWNER 1033 W 11TH ST PORT ANGELES WA 983637208 (360) 417 2936 Structure Information 000 000 1 939 SF SFR 69 SF COVERED PORCH Other struct info TOTAL i LOT COVERAGE 24 40 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED NO NUMBERIOF STORIES 2 00 EXISTING LOT COVERAGE 672 00 LOT SIZE 6991 00 PROPOSED LOT COVERAGE 1038 50 TOTAL LOT COVERAGE 1710 50 NUM13ERIOF UNITS 2 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc 1 939 SF SFR 69 SF CVRD PRCH Permit pin number 160945 Permit Fee 1389 85 Plan Check Fee 903 40 Issue Date 3/04/10 Valuation 165643 Expiration Date 8/31/10 Qty Unit Charge Per Extension BASE FEE 1020 25 66 00 5 6000 THOU BL -100 001 500K (5 60 PER K) 369 60 Permit MECHANICAL PERMIT Additional desc Permit pin number 161018 Permit Fee 107 55 Plan Check Fee 00 Issue Date 3/04/10 Valuation 0 Expiration Date 8/31/10 Qty Unit Charge Per Extension BASE FEE 50 00 5 00 7 2500 EA ME VENTIFAN (SINGLE DUCT) 36 25 2 00 10 6500 EA ME STOVE/FIREPLACE/MISC APP 21 30 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 o cancel the provisions of any state or local law regulating construction or the performance of construction. �r�-�a cIUST N L. NUFf � � Date Print Name Sigi ature of Contractor or Authorized Agent Signature/f w r (if owner is builder) T:Forms/Building Division/Building Pennit 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 I Date I Accepted By Comments FOUNDATION: Fire Footings Planning Stemwall Building Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING - Under Floor / Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow / Water FINAL Date Accepted by AIR SEAL. Walls Ceiling FRAMING Joists / Girders / Under Floor Shear Wall / Hold Downs Walls / Roof / Ceiling Drywall (Interior Braced Panel Only) 1 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 I ESA. Landscaping I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type I Date Accepted By Electrical 417-4735 Construction R W PW / Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T.Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION _ 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 10 00000152 Application pin number 029288 Permit PLUMBING PERMIT Additional desc Permit pin number 161026 Permit Fee 163 00 Plan Check Fee Issue Date 3/04/10 Valuation Expiration Date 8/31/10 Qty Unit Charge Per BASE FEE 12 00 7 0000 EA PL -PLUMBING TRAP 1 00 7 0000 EA PL -WATER LINE 1 00 15 0000 EA PL -SEWER LINE 1 00 7 0000 EA PL -WATER HEATER Page 2 Date 3/04/10 Special Notes and Comments February 18 2010 7 17 10 AM rbecker If the fire system is a closed system you will need to install a double check backflow preventer If it is an open fire system you do not need to install a backflow assembly j If you have any questions contact Ron Becker at 417 4886 E mail rbecker@cityofpa us or Fax 452 4972 Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background This project will require seperate permit and fire sprinkler plans for review A full acceptance test will be required for the fire sprinkler system February 23 2010 11 22 03 AM sroberds The proposal will result in a new two story sfr in the RS 7 with lot coverage of 25% and site coverage of 26% An independent ARU allowed by CUP is also on site No land use issues apparent February 17 2010 2 15 08 PM Brian 417 4708 Contact electrical inspector (Trent Peppard 417 4735) for electrical permits and inspections All asphalt restoration is to be completed by owner at the owners expense Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Other Fees STATE SURCHARGE 00 0 Extension 50 00 84 00 7 00 15 00 7 00 Fee summary Charged Paid Credited Due 4 50 Permit Fee Total 1660 40 1660 40 00 00 Plan Check Total 903 40 903 40 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 2568 30 2568 30 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name T:FormsBuilding Division/Building Permit Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) 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 I Date I Accepted By Comments FOUNDATION. Footings 2 Stemwall 3/ -TT -10 3 IlFoundation Drainas7 Downspouts -Zg- 10 _TLL Piers Post Holes (Pole Bldgs.) PLUMBING I] Under Floor / Slab , 1 cl i) 10 "�l�l� 1 3/2-41 10 TL i, ur&A s 66 I,u IrA6I" Rough (��- 10 Li Water Line (Meter to Bldg) Gas Line Back Flow/ Water IFINAL Date 6-36-1 oAccepted by p AIR SEAL. Walls Ceiling FRAMING b-2-1- Q T L L Joists / Girders / Under Floor I Shear Wally Hold Downs S //n ' �L✓ Valls // Roof / Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION 312.0116 G-23 -1 eTn 5uW4ov *0 CoVed`r Tu -- Slab Wall / Floor / Ceiling MECHANICAL. Heat Pump / Furnace / FAU / Ducts Rough -In Gas Line Wood Stove / Pellet / Chimney (- 30 �) Q Commercial Hood / Ducts I FINAL Date Accepted by MANUFACTURED HOMES Footing / Slab Blocking & Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parking / Lighting ESA. Landscaping I I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Electrical Construction R.W Fire Planning Building Inspection Type Date Accepted By 417-4735 PW I Engineering 417-4831 417-4653 417-4750 / 417-4815 0 L� T:Forms/Building Division/Building Permit Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type descriptio Subdivision Name Property Use Property Zoning Application valuation Application desc 1 .939 SF HOME WITH A 69 SF I: I ,CITY OPORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 001000152 Date 3/04/10 029288 1033P 11TH ST 06 301 00 0 3 1852 0000' JUSTIN./ JAMIE HUFF n RES NEW SFR t RS7 RESDNTL SINGLE FAMILY 1165643 _1 COVEREDIPORCH I - - Owner Contractor JUSTIN / JAMIE HUFF OWNER 1033 W 11TH ST PORT ANGELES WA 983637208 (360) 417 2936 Structure Information -000,000 1 93,9 SF' SFR -69'SF-`COVERED"PORCH- Other struct into TOTAL i LOT COVERAGE 24 40 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED NUMBERIOF STORIES _ NO 2 00 EXISTING LOT COVERAGE 672 00 LOT SIZE 6991 00 PROPOSED LOT COVERAGE 1038.50 TOTAL LOT COVERAGE 1710 50 NUMBER OF UNITS 2 00 Permit SANITARY SEWER HOOK UP Additional desc Permit pin number 161661 Permit Fee 150 00 Plan Check Fee Issue Date 3/04/10 'Valuation Expiration Date 8/31/10 Qty Unit Charge. Per. 1 00 150 0000 EA SAN SEWER HOOKUP Special Notes and Comments February 18 2010 7 17 10 AM rbecker If the fire system is a closed system you will need to install,a double.check backflow preventer. If it is an open fire system you do not need to install a backflow assembly If you have any questions contact Ron Becker at 417 4886 E mail rbecker@cityofpa us or Fax1452 4972 Address numbers shall be plainly Visible from the street Address numbers shall be a minimumlof six inches high and be of contrasting color from the background This project will require seperateipermit and fire sprinkler plans for review I 00 165643 Extension-, 150 00 Separate,Permits.are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements This permit becomes . nul4 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 48043ys-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 an&elxamined this application and know the same to be true and correct. All provisions of- laws - f 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. j J. Signature of Contractor. or.Authorized Agent i Date Sin ure of Owner i ow builder) Date T•\Po1icies\1102.15 (10/081 PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE I DATE I ACCEPTED COMMENTS Y NO PW UTILITIES (Engineering Division) I WATERLINE / METER I` SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE RESIDENTIAL CONSTRUCTION RW / PW/ ' ENGINEERING FIRE IPLANNING DEPT BUILDING T -\Policies\ 1102.15 110/081 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL CONSTRUCTION R. W 417-4831 PW / ENGINEERING 417-4653 FIRE DEPT 417-4750 PLANNING DEPT 417-4815 BUILDING DATE ACCEPTED YES NO ANGELES CITY OF PORT PUBLIC WORKS_ & UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 10 00000152 Date 3/04/10 i Application.pin number 029288 Special Notes and Comments A full acceptance test will be required for the fire sprinkler system 1 February 23 2010 11 22 03:AM sroberds The proposal 'will result in a new two story sfr in the RS 7 with lot coverage of 25t and site coverage of 2GW An independent ARU allowed by CUP is jlso_on site No land use issues apparent February 17 2010 2 15 08,PM .Brian 417 4708 Contact electrical inspector (Trent P,ep'pard 417 4735) for electrical permits and inspections) All asphalt restoration is to be completed by owner at.the owners expense Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Other Fees STATE SURCHARGE 4 50 1 Fee summary Charged Paid Credited Due Permit Fee Total 150 00 150 00 00 00 Plan Check Total — 00 00 w 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 154 50 154 50 00 00 I I 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 comrhenced within 180 days if construction or work is suspended or abandoned for a- period, of 16kaysafter< 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-andl 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 w provisions of any state or local laregulating construction or the performance of . construction. Signature of Contractor or Authorized• Agent T-\Policies\I 102 15 [101081 Date Signature of Owner (if owner is builder) Date PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE / METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTTER DRIVEWAY APPROACH rj BACK-FLOW DEVICE RESIDENTIAL CONSTRUCTION R.W / PW/ ENGINEERING FIRE PLANNING DEPT BUILDING T \Policies\1102.15 [10/081 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL CONSTRUCTION R. W 417-4831 PW / ENGINEERING 417-4653 FIRE DEPT 417-4750 PLANNING DEPT 417-4815 BUILDING I k. DATE ACCEPTED YES NO r-1 �i®E�t/�'i�i�. PLAN REVIEW %Uic'�cLiPvES City of Port Angeles Building Division 329 E 5"' St. Port Angeles, WA 98362 PLAN REVIEW Items described here are only a guide, to common questions and missed items during plan review and construction All codes must be complied with (Please read and follow each item ) SPECIAL NOTE. Check item #59 first to see if engineerinq will 1be needed because of lateral desiqn issues. GENERAL. 1 Final grading of the property must be walls Occupancy of the home will n to 1 unit vertical or retaining walls soils report was required initially all inspection including submittal of all fi( 2. Acrylic stucco products have special i include tongue and groove foam boar is NOT allowed) self -furring or fury( installer (certified by the manufacture products NO INSPECTION OF LA BY A MANUFACTURER'S CERTIFI INSPECTION BY THE CITY lone prior to final inspection even if owner is doing required. retaining t be allowed until there are no slopes steeper than 2 units horizontal a in place or an accepted soils report is submitted to the City If a 'equirements of the soils report must be accomplished .prior to final d reports ,quirements Verify such with the manufacturer. Requirements may under finish control joints special backing boards (sometimes OSB i -out wire or fabric lath and sometimes installation by a certified l Verify any and all requirements of stucco siding or acrylic stucco H OR STUCCO IS REQUIRED, BUT WRITTEN CERTIFICATION D INSTALLER MUST BE LEFT AT THE JOB SITE UNTIL FINAL 3 Inspection of shear wall nailing roof sheathing to blocking nailing and hold downs must be requested in. addition to standard inspections and before such items are covered up Please specify shear nail roof nail or hold-down inspection when you req blest these they may be done simultaneously if ready 4 This plan is approved for OSB or plywood exterior wall sheathing only unless the approved plans at the time of permit issuance reflect other materials being used Any change to wall sheathing material after permit issuance must be submitted to the city for review prior to installation An additional plan review fee will be assessed 5. 'Tyvek' or equal approved weather resistive barrier (15# felt is OK) required on the exterior side of all walls regardless of the type of siding used This includes garage walls gable portion of end walls and cripple walls (at stepped foundation coInditions) Apply over exterior sheathing or over studs in single-wall construction T-1 11 or similar panel siding must have 'Tyvek" or equal over the studs. 6 Exterior windows and doors shall be flashed with approved materials and caulking .Caulked trim material over the window or door flange is not an acceptable method 7 Overall dimensions of house plan mint match site plan dimensions Verify any special .requirements for buildings located close to property lines, R302 T Building/Handouts/'Residential Plan Review Guidelines (Rev 03-18-09) Page 1 of 8 LIFE -SAFETY & MISC ITEMS 8 Sleeping rooms must have an egress window with 5 7 s f net clear opening 24" min height 20" min width 44 maximum from floor to window sill Windows must meet all 4 dimensions R310 1 9 Safety or tempered glass shall be used in windows that are (R308 4) • Adjacent to a door (24 arc of either edge of the door in a -closed- position) • That are closer than 18" to floor (AND individual.pane is more, than 9 s f top edge more ,than 36" a.f f and walking surface within 36" horizontally of the window in question) • Walls enclosing a tub or shower ({AND within 60" of the drain or within 60" of walking surface) R308 4. • Adjacent to stairways landings and ramps within 36' horizontally of a walking surface (AND less than. 60" a f f of the walking surface) • Adjacent to stairways within 60" of the bottom tread of the stair in any -direction (AND less .than 60" a f f ) 10 Under -stair areas that are enclosed and accessible must be sheetrocked 1/2" GWB on walls and underside of the stairway R311 2.2 11 Stairways shall have 10" min tread aInd 7 3'/4" max. rise R311 5 12. Provide "36" high guards (with 4" max. spacing on rails) at porches balconies and raised floor surfaces more'than 30' above adjacent ground -or floor R312 1 13. Smoke detectors required at all bedrooms hallway or room adjacent to bedrooms and at any ceilings that are more than 24 above adjacent ceiling All, smoke detectors interconnected and hardwired with battery back-up R3131 14 Garage/house separation wall is 1/2" GWB door must be 20 min rated or 1 3/8' solid -core If living space above use 5/8' GWB Type "X" at the ceiling AND 1/2" GWB at walls that support the floor above Ducts in garage must be 26 -gage sheet steel and have no openings in -the garage R309 15 Exterior stairways must have a light located near the top landing of the stairway switched from inside (or have motion -activation device) R303 6 16 Minimum room areas must be provided (120 s f min in at least one room 70 s.f min all other habitable rooms 7 foot min dimension in all habitable rooms) R304 1 17 Minimum ceiling heights must be provided '(7 foot min with some exceptions) R305 1 FOOTINGS, FOUNDATIONS, AND -CRAWL SPACES 18. All footings including exterior isolated pad footings must have a 24 (min ) depth from the bottom of the footing to finished grade R403 1 4 11. 19 All footings shall be supported on undisturbed natural soils or engineered .fill Any placement of fill material that will support a structure will require a geotechnical investigation and report submitted to the City prior to placement of footings R401 2 '& R403 1 20 Lots shall be graded to drain surface water away from foundations The grade shall fall .6' in the first TEN feet around the perimeter of the struci ure R401 3 21 Top surface of footings shall be level Bottom surface of footings shall not have a slope that exceeds (1) unit vertical in (10) units horizontal Any necessary stepping of the foundation must be approved during plan review or prior to installation of the foundation R403 1 5 T Building/Handouts/Residential Plan Revk7m Guidelines (Rev 03-18-09) Page 2 of 8 :4 22. Wood sill plates of all exterior walls inferior bearing walls (slab -on -grade) and interior shear walls (slab -on - grade) must be anchored to foundation or slab with 'h X 10" J -bolts with a 2" X 2' X 3/16' plate washer Anchor bolts to be placed a maximum of 12" and no closer than 3 '/2" from the ends of the sill plate Each piece of sill plate must have a minimu � of (2) anchor bolts Anchor bolts shall be spaced no .further than 6 feet apart. (Special spacing and sizing conditions may apply at alternate braced wall panels) R403 1 6 23 6" clearance required from finish grad ( to foundation mudsill plate R319 24 3 1/2 (min ) thickness for all concrete slabs -on -grade R506 1 25. Footing and foundation wall SIZES for two pour system (Foundation walls NOT over 5 feet in height) • Footing supporting single story- 12' wide X 6' thick. • Foundation wall supporting single story- 6' thick • Footing supporting two stories- 15" wide X 7" thick. • Foundation wall supporting two stories- 8" thick. • Foundations that support more than two stories require an engineered design. 26. Footing and fnd. REINFORCEMENT for two pour system ( fnd walls NOT over 5 feet. in height) (Footings supporting single or two stories) • One continuous #4 horizontal rebar placed at center of footing with 3" (min ) clearance from dirt. (Foundation walls _not over,5- feet in height) • One continuous #4 horizontal rebar placed within the top 12" of the wall • #4 vertical rebar placed ati 48 inches o c max (wet set ok) with a 6 -inch 90 -degree hook. A minimum of (2) vertical bars to be placed at front garage wall returns 27 Monolithically poured foundation systems • Bottom of footing shall be 12" wide' (min ) and extend to 24" below finished grade minimum • Footing shall have either one #5 continuous horizontal rebar placed at center and 8" above bottom of footing or (2) #4 continuous horizontal rebar placed at center and in the middle third of the footing measuring vertically • 3 1/2" minimum slab thickness • When a monolithic system is used to support heated spaces an R 10 insulation board must be installed on the outside of the foundation extending from bottom of footing to top of slab Exposed foam insulation above grade must be protected from damage and sun with approved materials The material used must extend'a minimum of 12" below grade 28 Basement Walls (up to 9 feet) or Stem Walls (over 5 feet) or STEPPED FOUNDATIONS There are special restrictions for this type of foundation wall under the new code In plan view the length of this type of wall cannot exceed 35 feet. For stepped foundations this wall cannot exceed 7 feet high otherwise the floor joists must connect DIRECTLY to the wall (for bracing the foundation wall) WET -SETTING IS NOT allowed for the alternating hooks intol the footing There are special blocking requirements if any of these conditions cannot be met (note on the plans!) See R404 1 1 29 Under -floor pier pads supporting uniform load of wood framed floors shall be 18"x 18' x 8" (min ) Point loads from other than floor girders will require larger footings sized according to the concentrated load R403 1 1 30 Beams and/or girders in crawl space must meet span requirements for the loads imposed (from floor joists and from any point loads) R501 2 T Building/Handouts/Residential Plan Review Guide!i fes (Rev 03-18-09) Page 3 of 8 31 Access shall be provided to all under= Floor spaces Access openings through the floor shall be a minimum of 18' x 24 openings through a perimeter wall shall be a minimum of 16" x 24 R408 3 32. Under -floor spaces shall be vent square feet of crawl space area building R408 2 33 A. ground cover of 6 mil black pc spaces. The ground cover shall b y openings providing one (1) square foot of vent area per 150 ch ventilating opening shall be within 3 feet of each- corner of the ne or approved equal shall be laid over the. ground within. crawl pped 12" and extend -to the foundation wall WSEC 502 1 6 7 34 The under -floor grade shall be clea hied of all vegetation and organic material construction debris shall be removed prior, to final inspection ,R408 All. wood forms and 35. Thickened -slab footings must be 12' '-nin total depth (top of conc. slab to bottom of footing = 12" total) ,(Revised from IRC) 36. Foundation cripple walls shall be framed of studs not less in size than the studding above Cripple walls --with- a height -less than 14 inches shall be sheathed on one side with a wood structural sheathing or shall .be of -solid blocking Cripple walls coulIit as an. additional 'story" for lateral .purposes R602.9 FLOOR FRAMING 37 18' (min ) clearance beneath all floor joists and 12" (min ) clearance beneath floor girders (beams) in crawl spaces R308 38. Span of all joists (including 2 I level joists) must meet minimum live load of 40 psf (general living areas) or 30 psf (sleeping rooms) together with dead load of materials used R301 5 and Table R301 5 39 Span of beams for 2' level or other supporting elements must meet minimum live and dead load requirements R3015 40 Wood posts in the crawl space shall have a connection to the concrete pier and a moisture barrier between the post and footing (or use pressure -treated posts) R319 & R407 41 'Solid -sawn floor joists shall be blocked at all bearing points Engineered floor joists shall. be installed per manufacturer's specifications R502.7 42..Cuttirig drilling and notching of floor joists shall not exceed the limitations in Figure R502 8 43 Cutting drilling and notching of engineered 1 -joists shall be in accordance with the manufacturer's specifications R502 8 2 1 44 Ali concentrated point loads originatinb from roof or floor load shall be transferred to bearing footings or foundation walls Continuous support shall be provided by members that are equal in cross-sectional, area to the area of the load imposed and shall not be reduced in size at any point. 45 Wood members supported in concrete or masonry pockets shall have. a '/z inch air space provided at tops sides and ends of the member 46 All foundation plates sills and sleepe -s bearing on a concrete foundation -or slab that is in direct contact with the .ground shall be pressure treated All wood -framing members that rest on concrete foundations and are within 8" of exposed ground shall be pressure treated R319 T Building/handouts/Residential Plan Review s:uidelines (Rev 03-18-09) Page 4 of 8 f 47 Sawn lumber floor joists shall have 1'/2" (min ) bearing and shall lap 3" min at intermediate girders Engineered 1 -joists shall have 1 3/4 (min ) bearing (or per manufacturer's specifications) 48 Floor joists that are parallel to bearing partitions shall be doubled Some heavier load cases will require girder beams or pony -walls Bearing partitions perpendicular to floor joists shall not be offset from the supporting girder more than the depth of the joists unless the floor jcists are of sufficient size to carry the load R502 4 49 Floor cantilever spans shall not exceed the depth -of the nominal floor joists Floor. cantilevers constructed in accordance with Table R502 3 3 (1) shall be permitted when supporting a light framed bearing wall and roof only R502 3 3 50 Block in. between floor joists, beneath :all interior braced walls (for walls perpendicular to joists) or align floor joist with interior braced wall (see item #63-T) WALL FRAMING 1 51 Wall studs taller than 10 feet shall have a stud height analysis by a professional engineer or architect. Table R602 3 5 52. Non -load bearing stud heights shall be in accordance- with Table R602 3 (5) 53. Studs shall be a minimum #3 grade standard grade or stud grade lumber R602 2 54 Where joists trusses or rafters are spaced more than 16' o c. and the bearing studs below are spaced at 24" o c such members shall bear within 5' of the studs below unless the top plates are double 2x6 or a third plate is added R602 3 3 55. Headers over windows and doors must meet minimum requirements for spans and imposed loads verify point loads over openings (from trusses or other conditions) and size headers accordingly Headers must be noted with size type and grade of lumber being used GENERAL NOTE STATING ALL HEADERS SHALL BE is acceptable 56 Interior bearing walls must have headers over openings and must be supported to a foundation 57 Top plate splices shall be offset.a minimum of 24 inches R602 3 2 58 Fire -blocking required at dropped ceilings soffits coved -ceiling areas and every -ten feet horizontally and vertically at framed walls R602 8 59 Port Angeles is in .Seismic Zone D1 Wind zone of 100 MPH Category C (within 1500 ft from shore line is Category D) per the 2006 IRC When a house is considered IRREGULAR by any ONE the definitions below the code will NOT allow .prescriptive bracing for Seismic Zone C and the entire house must have a lateral analysis and design by a licensed engineer (R301 2.2 2 2) Per that section of the code NO MIXING OF PRESCRIPTIVE AND ENGINEERED LATERAL SYSTEMS IS ALLOWED UNDER THIS NEW 2006 IRC. The following are items, constitute an IRREGULAR BUILDING per the 2006 IRC A. Exterior braced wall lines must ''be in one plane vertically from foundation to the uppermost story (basically the upper floor must match the lower floor footprint) The most common area where problems like this occur is in a garage with a second floor over it To qualify for prescriptive bracing the second floor joists must extend to the exterior walls of the garage If this does NOT occur thea your proposed house is IPREGU _AR If the joists do extend to the exterior walls of the garage then the setback of the second floor walls cannot be more than four (4) feet setback from the garage walls T Building/Handouis:Residel'tia Plan Review Guidelines (Rev 03- 8-09) Page 5 of 8 (see p 44 of the 2006 IRC) Ruoms created by roof trusses are OK under this provision (such as bonus rooms over garages formed by the trusses/rafters) B. The perimeter of all -floor diaphragms and all roof diaphragms must be supported on WALLS below If you have beams holding up any part of the perimeter of a floor or a roof then your proposed house is IRREGULAR The- most common place you will find -this problem is at large covered porches and patios where the roof is supported only by post and beams Such covered porches and patios also make the building IRREGULAR Related to this are areas of discontinuous diaphragms especially changes in plate line heights which also are considered as separate 'roofs .and therefore make the building IRREGULAR. -C In any elevation of the exterior the braced walls from an upper level wall .must NOT occur over a window or door In general this means that the windows of the upper story must. align with the windows of the lower story There are some exceptions based on up-sizing the header in. the window below (see 2006 IRC p 44 for details) D When an opening in a- floor or roof (such as a balcony -overlook area or a courtyard area) exceeds the lesser of 12 feet or 50% of the least dimension then your proposed house is IRREGULAR. E. When portions of a floor level are vertically offset (such as a sunken room) then your proposed house is IRREGULAR This does not apply to a slab -on -grade floor F When-brac`ed wail -fines- do not occur in two perpendicular directions (such as portions of the house or -garage at an angle. to the rest of the building) then your proposed house is IRREGULAR. G If you have any portion of the above -grade walls that use masonry or -concrete. construction then your proposed house is IRREGULAR Stepped foundations that create a daylight basement situation are OK under this provision and do not; make an irregular structure 60 THIS APPLIES TO ALL LATERAL BRACING (ITEMS '61 THRU 65). Add up all lengths of braced panels (4 foot braced panels 2 -8' alt. braced panels and 24 or 16' portal frames COUNT as 48' of length each portal frame counts as a total of 48' of bracing length—not 2 times 48") along the wall in question Thee total length of braced walls must be at least 16% of the entire wall length AND the panels must occur .at least every 25 feet along the wall For 1st story of 2 -story house 30% of the entire wall length must be braced walls Check this for all braced wall -lines including INTERIOR WALLS and including the front wall of a garage if it is not part of another braced -wall line (i a the garage sticks out in front of the house more than 4 feet) See also #65 T below for areas where MORE than 35 feet between wall lines is needed 61 Garage lateral bracing systems with no 2nd floor above H Portal Frame for Garages (16" side panels @ 8 foot max. high walls 20" side panels @ 10. foot max. high walls) .I Alternate Braced Walls—single-story condition (2'-8" min width X 10 foot max. height) sheathed on one.side..(interior or exterior OK) with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges. Two (2) anchor bolts in sill plate & two (2) hold-down devices @ furthest studs (1800 pound capacity hold-downs) J Alternate Braced Walls—first floor of two-story condition (2'-8' min width X 10 foot .max. height) sheathed on BOTH interior and exterior sides of wall with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate & two (2) hold- down devices @ furthest studs (30,00 pound capacity hold-downs) There are some, provisions for plate lines up to 12 feet high see Table 8602 10 6 (basically a wider wall 3 -6' min length for 12 feet high) K. Front Garage Panels—no hold-downs required L. The exterior braced wall lines in 8�detached or attached garage cannot be more than 35 feet apart in either, direction or interior braced walls must be provided 62. Vt Floor Conditions - Four (4) foot sloiid walls at all corners .and at every 25 feet along any braced wall line OR use one of the methods below. M Portal Frame for a House (slab -on -grade floors ONLY) 16" min width for one-story structures 24" min width for first floor of 2 story T Buildina/Handouts/Residential Plai Review Guidelines (Rev 03-18-09) Page 6 of 8 N C l� Alternate Braced Walls—single-s one side (interior or exterior OK) box nails and blocked at all edge furthest studs (1800 pound capac Alternate Braced Walls—first flo, sheathed on BOTH interior and e common or galv box nails and bl down devices @ furthest studs (31 lines up to 12 feet high see Table "Simpson" Brand StrongWalls-- specifications for connections ^e'V.t` y condition '(2'-8' rain width X. 10 foot max. height) sheathed on th min 3/8' OSB or plywood and nailed with 8d common or gals Two (2) anchor bolts in sill plate & two (2) hold-down devices .@ hold-downs) of 'two-story condition (2'-8" min width X 16 foot max. height) !rior sides of wall With min 3/8" OSB or plywood and flailed, with 8d ked at all edges Two (2) anchor bolts, in sill plate & two (2-) hold- ) pound capacity ho!d-downs) There are some provisions for plate 302 10 6 (basically a wider wall 3 -6' min length for 12 feet high) is method is still available following all the manufacturer's Entire House Sheathed with OSBIor Plywood—this method allows smaller side panels than 4 Feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 1 63. 1St Floor Conditions – Braced wall ( away from the corner of the braced w / of the methods listed above) must start at no more than 12.5 feet lines and then at every 25 feet (min ) along the wall line 64 2nd Floor Conditions – Braced Walls (either of the methods listed below) must be within 12 5 feet of the corner of the wall line in question R. Standard four (4) foot panels on 2nd levels can start at no more than 12 5 feet away from the corner S Entire House Sheathed with OSBIor Plywood—this method allows smaller side panels than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS .ADJACENT TO THESE PANELS! 65. Exterior braced wall lines (or together with some interior wall lines) cannot be more than 35 feet apart. T Certain areas can be up to 50 feet apart between wall lines IF there is additional bracing along the exterior wall in question (50/35 = '1 43 more bracing than normally required or in other words 23% of the total wall in bracing for 1 -story wall 43% of the total wall in bracing for 1sc story of a 2 -story house) R602 10 1 1 Exception 1 and 2. U Interior Braced Walls can be used when exterior walls are more than 25 feet apart. Interior Braced Walls are minimum 1/2' GWB both sides of wall for a minimum length of 48' use 5d nails or screws at 7" o. c Sole plate of wall must be attached to thickened slab footing (see item #22 above) with 1/2" anchor bolt @ 6-0" o c. or solid blocking (walls perpendicular to joists) or LINE UP JOIST with braced wall (walls parallel to joists) 66. The roof, -sheathing MUST nail into SOLID blocking and the block must connect to the double top plate either with clips or toe -nailed (for'blocks that are top -beveled) with 8d @ 6" o c For ventilation use not more than two (2) 2' diameter holes! BLOCKING MUST OCCUR AROUND ENTIRE PERIMETER OF ALL ROOFS Table R602 3 (1) This applies to all houses both engineered AND prescriptive bracing ROOF & ATTIC' 67 Truss drawings must show reactions of all girder trusses point loads onto headers .must have headers sized accordingly point loads over 5000 lbs onto double -top plates must be checked for capacity Use Simpson brand TBE4 or TBE6 as needed to spread the load 68. Truss bottom chord live load must be minimum of 10PSF (see Table R301 5) Trusses must .be sized for the roof coverings specified on the plans (concrete tile etc ) and roof structure must be able to hold up the roof (beams headers etc sized for roof loads) R802 10 2 69 Ice Shield is required for roofs up to 6.12 (6 17 and over DO NOT require ice shield) R905 2 7 1 T Building/Handouts/Resin; tial Plan Review Guidelines (Rev 03-18-09) Paye 7 of 8 70 Attic ventilation must be provided at 1/150`h of the attic area or 1/300th of the attic area if 50% of the venting can be 3 feet above the eave venti -ia (roof Jack vents are 49 sa in /vent, ridge vents at 12 sa in./foot) R806 1 71, Attic mechanical equipment, need light and switch .near opening and electric outlet. Access opening. to such mechanical equipment must be no further:than 20 feet :from equipment with 22' wide (min ) walkway from access -opening .to the equipment. 72. Attic access required. 22.".,X 30' min and shall. be in hallway or other readily accessible location R807 1' MECHANICAL. 73 Appliances located in. a garage or carport shall be protected fromdamage from vehicles :M1307 3 1 74 Gas appliances located in a garage shall be raised 18" min above finish floor G2408 2 (305 3) 75. Ductwork that extends below grade ,(such -as in the garage floor) shall be encased in 2" min concrete on all sides and bottom in addition to the R;10 insulation foam board 603 8 IMC 76 Dryer exhaust ducts shall not exceed 25 feet in length The maximum length of the duct. shall be reduced 2 5 feet for each 45 -,degree bend and 5 feet for each 90 -degree bend Longer lengths in accordance with the manufacturer's listing will be allowed Screws shall not be used to connect any dryer duct materials .M1501 3 1 77 Flex duct connections to sheet' metal transition ducts .shall have the inner sleeve taped with approved materials prior to securing the flex duct with a zip tie or similar fastener 304 IMC 78 Flex duct shall be supported every 4 79 All exhaust fan ducts shall be con sheet metal screws and be sealed 80 Exhaust fans required 50 cfm in ba sized for whole -house ventilation 3 81 Fuel -burning equipment shall not be i et and have no sag that exceeds'/2 per foot. :ed to the fan housing and termination fittings with a minimum of 3 approved tape or mastic ooms 100 cfm in kitchen 50 cfm min in laundry room and one fan 2 2 WSVIAQ ;tailed in a closet, bathroom or a room readily usable as a bedroom 82. Water heaters must be secured tc structure with straps around tank at 1/3 points .to resist lateral displacement. M1307 2 PLUMBING 83. Cleanouts shall be installed -on all sinks and at the upper end of all building drains including any horizontal drain branches greater than 5. feet in length .from the main line A cleanout shall also be installed on the exterior of the house within 24 inches of the foundation wall level with final grade ,and shall have a threaded type cap installed 84 30" min width for toilet and 24" clear, space in front of toilet (UPC) 85. Water heaters pressure relief and the required drain pan shall have a drain that is 3/ ID copper or cpvc material NO coil material shall be allowed per code and no reduction in the pipe shall reduce the ID of the material less than 3/4 Pex type is a ,coil material and is not allowed for this application T Buildina/Handouts/Residential Plan Reviev, "uidelines (Rev 03-18-09) Page 8 of 8 , r BUILDING PERMIT APPLICATION Print in Ink CITY OF PORT ANGELES For City Use Only- Attn Building Permit Technician Date Received- 16� lb 321 E Fifth St. Port Angeles WA 98362 Permit e 10-15 (360) 417-4815 fax (360) 417-4711 Date Approved Applicant -� P I ne A PP ��1,S+t�(1 �i �� Property Owner —� V1 JF_!!)al m Oki 1,�f Phone Property Owner's Add TT%jr ss �. � t _ Contractor -- 1&+ice` - _ - ---- -- --- L�Phone _- - bZZ Contractor's Address License # Expires E-mail PROJECT ADDRESS Parcel Number Prosect Type_ & Brief Description. [KResidential ❑ Multi -family Check all that apply New Construction �_ Lot (?j Zoning el S -7 ❑ Commercial ❑ Industrial ❑ Addition ❑ Remodel `Me. re ' 6 ❑ Repair ()q- 1,34-7 ❑ Demolition ❑ Re -roof ❑ House ❑ garagel ❑ other ❑ tear off & re -roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑ wood -burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existinq (s. ft. Proposed (sq. ft.) Basement @ $ per sq ft. = $ 1 s, Floor &In gog 00 97_�40-7. -W 2nd Floor W 10% 4me O0 3rd Floor Garage 0-71L Carport Covered Porch (�L� 12. on 8Z% Deck Shed Other - A Ii'- O TOTAL VALUATION $ 165164-;,, oo Total footprint of structures V,-7 1 d 50 q ft. T Lot size �,qq sq ft. = Lot coverage 2 jci % Site Coverage = the amount of Impervious surface on a parcel including structures paved driveways sidewalks loRtinS and other impervious surfaces (see PAMC 17 94 135 for exemptions) Site coverage (�S`7 % qD sq f f I Max. height of proposed structures 7 ft. Occupancy group # of bedrooms ?j Will a lawn sprinkler system be installed? yip Occupant load _ _ # of full baths Will a fire sprinkler system be installed Construction type _ # of half baths ! have read and complet u this appAuation and know it to be in +nd coir -ct I am authorized to ap; y for this permit and understand iY t is my responsibility to determine rat permits are required, and to obtain !germ is prior to workiny �- 7 project Date2-Id -1(�Print Name U.0% ____ _ _ _-,_Sig t Ire Al A/_� LY T Forms/Building Division!Bu idmg permi* plication PRESCRIPTIVE APPROACH -SIMPLE FORM Fo - the Washington State Energy Code (2006 Edition) Climate Zone 1 CITY GOVERNMENT Site Information,: Lot. 13 Address /03-3 W Y -A City- rnr4- H'Yl�/lel z°5 State [AJA Zip �� 70 Contact. j (J,;q, � %/ff Phone i 3(oo - (jo9` - OV 91 Phone 2 ",.... FAX. :Factor ` Building Department Use Only - Permit # 10-1157- Notes 0—[157- Notes Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) R Giazing 'Glazing U=Factor Door. ;; Vaulted-, wail_ wail Interior.' wall . E=zterior Slab;on Option prFloor.of ' "Ceiling ; Ceiling ; Below, : ; Below Floor ..Concrete ; ",.... 'Vertical ; ..Overhead :Factor ` . Grade ade Gr .... ,.Grade;. Unlimited Group R 3 IV and R-4 0.35 058 0.20 R-38 R 30 R 21 R 21 R 10 R 30 R10 Occupancies Only This Project complies with the J The project will meet all The Pro' ct:will take advantage of 02.6 Exception 2: One un], installed per unit for ornamer Location of the door ng. ✓ residence or duplex. OR all of the insulation is .mterior or exterior of the framing. et the requirements listed above. ,r provisions of the WSEC and VIAQ following exceptions to the, prescriptive option. led or untested exterior swinging door 24 sq ft. or less, may be , security or architectural purposes. ing 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: ��LTI �� L h -IdKoyi ic., Gd,, t- t,q -T l eor T Forms/Building Division/Prescriptive ApproachiSimple Form The project is a single -fa The projectisa wood fra All budding components J The project will meet all The Pro' ct:will take advantage of 02.6 Exception 2: One un], installed per unit for ornamer Location of the door ng. ✓ residence or duplex. OR all of the insulation is .mterior or exterior of the framing. et the requirements listed above. ,r provisions of the WSEC and VIAQ following exceptions to the, prescriptive option. led or untested exterior swinging door 24 sq ft. or less, may be , security or architectural purposes. ing 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: ��LTI �� L h -IdKoyi ic., Gd,, t- t,q -T l eor T Forms/Building Division/Prescriptive ApproachiSimple Form X07 " loll \ \ 1030 07 f f f f \\ I � ,020 d t s a / tj ` 1025 \ t P1033 �- \! a\r t 1023 rf 1017 7 PROJECT DATA I - ZON NG RS. ALLOWA LOTCOVERAGE 3d50X LOT 6.891 aqR TOTALB DGGROUNDCCVER 16x1 50 COVE POR REA 66.6 SW O ER AGE LOTCAGE aX LEGAL DESCRIPTION S NLOT 13, BLOCK 316 70WNSRE OF PoR NGELES, ASP PLAT THEREOF RECORDED ME OF PUTS. GE 27 RECORDS ~_ OF CLALLAM COUNTY, WA NOTION a N � NOTE: HESE PLANS ARE FOR THE CONSTRUCTgN OF THE L PRIMAR REST NSE. PLANSFORTHEARUGARAGEIA WERE (7 (n SUBMITTED 6 APPROVED SEPARATEL NOES PERMIT a 034M9 H y T N O N r Q a Z 140' C �N U w 1 sEWFn 34' 51 ----5---------- 20' \ \ 1 \ FDOTNG°MNA—D ! T5RM POOH DRANARRND \ PE OF HOME. ROOF DRAwADE 1 I o,D °a EXISTING 1033 1/2 E 0. cOLLEcrKN eARRE,s RH WER Low Nro FamND DruN Dw—DTOND°RAN 1 \ P6TEMAmLONNELEDTDExETND ARU GARAGE/APT. TYL RT ORAN SYSTEM \WWPEflT rvCYq Aw�Drnnw° srneNOM. 1 noPER 1ST FLR GARAGE: 672 SOFT I 1033 W 11 th Street\ \ 2ND FLTOTAL. 13444N OFT SOFT \ 1 1 ST FLR: 969.5 SOFT 1 I 2ND FLR: ..I SOFT $ Y I TOTAL. 1939 SOFT \ 1 51' LLI EXISTING 963.9 FT HOME 1 1 \ TO BE REMOVED 1 \ I Nm Eu°CACTncm I U ETER a SOPPIv Z I 1 W r-----�--- J Lu \ � SEWER PRYE S�UPRY NEW HOME RVw cr LU — — RE-A11RIT ONpE ROUND LOGTKNp \ Qeti �n� W 0 LLBELOW E%GING GRADE J Y.' 1 ER FONEA POwEN POWFA PRYEn PRYER PRWER POxERJ \ 1 s ER 555�V\\\pggl SEWE SEWER SEw n SEWER SEW FA SEWFA SFYER SEWER— q —SEWER = i 1 ; \ OLm SEWER DgNNEOT \ \ \ W H W \ LOGTFD pLLOF El _ E%�T A 1 � —' �, TE 7, 1 ER 1 1 <� w o— :R En 1 1 7' Z W xs z ei----------J ----------1—L-------------------------------- — — SFA IEV E6TUNKNOWNE� —1 Ch 140' z C:, 0_ CR°PEflTY LURTAw OMw C) PFlENOS —T—OF ~ OPERTYTOSTREET 1 U N W SCALE= 1 =10' DRAWING 1033.3.5 0 5 10 20 1025 W 11th Street Is Electrical Information Form Public Works & Utilities Department (360) 417-4700 City Electrical Inspector (360) 417-4735 Please complete and return to Public Wurks & Utilities Department Permanent service. Name. J i� ,lam 1.W'TT Name and address of party (Street: I(�/t� responsible for permanent City 1 State/ ZIP' F -ejf:�S 9856-3 AWA service billing? Daytime Phone ?��0 8 A &"M Home Phone Z9,4& Information(if other than' iContact above) Name JJq#a Title Site contact: - +Daytime Phone 0jog OZ -79- 1 IName iIita,,I, M4 Company- kl�l Contractor- - 0-179 Daytime Phone ¢Tj Electrician. IName ��Ic , ,k 1 Company, IDaytime Phone � IV Excavator I) (�y0Z Name A14-�-r��n { 10514 Company I Daytime Phone &q -6L7 9 Project• ' ❑ Existing ® New r , Single-family residence ❑ Multi -family residence # of units ❑ Commercial ❑Subdivision # of lots ❑ Overhead service ❑General service ❑ Underground service El Other - Project • • Description of work: • QyhP. Street address / lot number +Nearest cross street: (Desired connection date IElectrical transformer serving property is on a pole ❑ on the ground Electrical ... Total square footage 143y s,q ft. Main disconnect size �2.60 amps (Voltage 9120/240 1ph ❑120/208 3ph ❑277/480 3ph ❑120/240 3ph ❑480 3W 3ph ❑ Other DS�Stanclard residential loads (Lighting refrigerator dishwasher washer) Check all that apply ❑ A/C ( I ton) X Range/Oven ❑ Hot Tub ® Clothes Dryer X Heating ❑ Pumps (_Hp) ❑ No Load Change ® Water Heater ❑ Elevator (_Hp) ❑ Other Supporting • Please provide a copy of the following "Detailed plot plan ( dwg or dxf format mandatory for subdivisions) 'Electrical one -line drawing showing the service entrance.panel and location `Connected load data. *Size and locked rotor amps of all motors over 50hp (Applicant's Signature e4t Date ?,,141-16 MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360-417=4711 WS WF Information form As P1NV �'f'.r1J<,ft;#C G; als fc-1,1 Rev d 1 15 J m CD CD CD 22 \ r �,. Cl- 0 0 0 cn -n< C<<< > r- Owx6xx 0080mrmmo m c/) x X 0 0 m 00 0 x v F 0 0000m Cc = m m = , m 00022 -n cc 0 8000 g ow i 0 mm Mpm z z z 3: IJ r 0 M M m 0 m 0 14 w ooh p C' ............... I3'-4" E'-4— Is R I a 0 FIT EINO go 4' 41 QUEEN BED 12 3* 12`21' FAMILY ROOM 10'-44 T Ila' - BED ROOM 4 T-3 4 ce) 2' CLOS 4. Z 11- 1 FA "T 4 4 1 CLV=T/STORAGE 4'- BATH '[1 C MECHANICAL 5" 706' GE C HALT, 31' c �- 4 �. 1 I I I . I I I n 1 Up 14' 4 4 I 'Z &= 2.112. Li --5'-62• 1 — ELNGT 0 1 0 8 OF MASTER BAT. 243,- LAUNDRY @ FIT LNG 10.6" (0 8 MUD ROOM I r_=n 61-w— MASTER BEDROOM T-41- 4'-l" 14 V 10' 10' RAT E N.T A 7 MASTER F-UN�' F'IT M WALK-IN CLOSET KING BED 4 1. 4jj' —T ELNG ----- "'G ------------ as ■ F- 21' DESCRIPTION: JUSTIN & JAMIE HUFF, RESIDENCE 1033 WEST 11TH STREET PORT ANGELES, WA 98363 1 DMWNG. _PLAN JHUFF FLOOR 0 L001 LEV TE:Ii 12'01_2_ I IST ME PROJECT NO. NOTED 1033-3 N w W N N J N 1 NI- IF N r BED ROOM FAMILY ROOM s PF CLOSET I ZBqATH CLOSET/SA�TI'A(I OwRn IA' GE MECHANICAL jig _ I I I I I UP HALL 1 I I I I I I I I I I I I I i I I I I I I I \ ELE.PANEL LAUNDRY MASTER BATH MUD ROOM s SD SYM. DESCR. WALL SWITCH 3 -WAY WALL I s SWITCH ---------------------- GARBAGE WD FI DISPOSAL SWITCH .P 19 110V OUTLET 110V WATERPROOF MASTER BEDROOM Iff— OUTLET 110V GFI OUTLET II220V WATER HEATER CONN. III ( DRYER OUTLET RANGE IOUTLET it II HEATER COONN. PHOmati I CABIE CONN. & I TQ I SMOKE DETECTOR CEILING FIXTURE E LWATERPROOF IGHT FIXTURE SCONCE FIXTURE LIGHT SCEILING FAN / LIGHT FIXTURE ® I EXHAUST FAN zS I UNDER -CABINET LIGHT FIXTURE WALK-IN CLOSET N N N 1 g DESCRIPTION: JUSTIN & JAMIE HUFF RESIDENCE 1033 WEST 11TH STREET N R, PORT ANGELES, WA 98363 1 y y y y y _11 AWWG AWN BY: (REV ELECTRICAL JHUFF 0 LOOR LEVEL. 1ST 12-01-2009 I SCALE: PROJECT NO -1033-3 °°N NOTED c v F kr I qr �I q wr = 16 i LIVING ROOM DINING Fl— Ito 1 I F_p I I I I I I l I I 1 I � L¢ UP i I I I I ow I I KITCHEN COVERED PORCHs f' ENTRY FOYER I',,DN-t I I I I Rql. I _ -f� 50 zo ig I s I s I SYM. DESCR. WALL SWITCH i 1 tl� 3 -WAY WALL PANTRY i s Fi SWITCH IH� GARBAGE POWDER Fig DISPOSAL SWITCH 110V OUTLET I s 110V WATERPROOF AWAY ROOM/BED ROOM. OUTLET I 110V GFI OUTLET220V WATERCDE HEATER CONN. I ,� , _ s 220V DRYER I �" r 111 OUTLET w QiE no 220V RANGE 7Y l� OUTLET 4 X 30a FLOOR HEATER CONN. PHONE (CAT 5) 8 mrc CABLE CONN. Tso SMOKE DETECTOR CEILING LIGHT FIXTURE WATERPROOF LIGHT FIXTURE s SCONCE LIGHT FIXTURE SCEILING FAN W/ LIGHT FIXTURE ® EXHAUSTFAN UNDER -CABINET LIGHT FIXTURE DESCRIPTION: DRAWING: DRAWN. REV 0 JUSTIN &JAMIE HUFF RESIDENCE ELECTRICAL JHUFF LOOR LEVEL. TE: 1033 WEST 11TH STREET I 2ND 12-01-2008 IyDAF. N PORT ANGELES, WA 98363 PROJECT NO. NOTED 1033-3 CITY OF PORT ANGELESPROJECT DATA — CO IsgCUCi'lOr9 f'1a1;s ZON NO RS -7 The Issuance of this permit based upon these plans, spe,-ifi. LDWA RE LOT COVERAGE 3460% RELOT S9R cations and Other data shall not prevent the building official TOTAL BLDG GROUND COVER .1611.6890 COVERED PORCH REA-68.6-0 from thereafter requiring the correction of errors in said CTUAL LOT COVERAGE a% LL y, LEGAL DESCRIPTION nh PIS" specifications and other data, or from pre:eng N� LOT I3, BLOCK 18,TOWNSREOFPOfl ES, PUT building operations being carried on thereu,ider when in THEREOFRECORDEDINVOLUME OFPLATS. GE2 CORDS CLALLAM COUNTY. WA NGTON. violation Of all codes and ordinances of this jurisdiction. � OTE: BE PIANS FOR THE CONSTRUCTION OF THE (h r� 489"t) / Arjo) � � IM IT ESIDENSE. PLANS FOR THE ARUGARERMI WERE W " "`�`�IL� �' +�+ftJ^1+, y`,LSI„� / SUBMITTEDBAPPROVED NSFOREPA RA HE UNDERPERMI SOWER F � L Approval gate o� In C7 G By 1, ' m T Z O r Qe o Sc_� `-v J r Q a z w 140' \ a sEwE 7- 34',2" t 20' \ \ I \ \\ I�� TVPKwL —TWa DRAWARODNO PKaL POOTNODMNAROWD I o OMINO -;SI- EXISTING 1033 1/2 RME onN NE ROOF D--- w OV FON MOFOOTNOORww cOLIEcrK«eARnE1s I RN E E wRN Ov^RFLOW WTO PoDTNO DMw \ YBTE"""°`°"NEARU GARAGE/APT PRWERrr wnrnw DM%+mrew ' PREDrERrY`-R W M w s'sIiEM \ 1ST FLR GARAGE: 672 SOFT \ \ I 2ND FLR APARTMENT. 672 SOFT 1033 W 11th Street\ I TOTAL. 13" SOFT iST FLR: 969.5 SOFT 2ND FLR: 969 5 SOFT TOTAL. 1939 SOFT 5Y LU $) EXISTING FT HOME METER a suPnv TO BE REMOVED ZVED I I LU LU (A M s CC H cfl \ I I I— SEWER PON1 ESR SLPRY ONEW NWE 0Rux �\ I , ncRouNO auTpNpM 6r-6” \ q�.- b lu" _ _� LU 9 LOW E%6NN6ORAOE \ " \ \0 Q I � a I s � FR Pozen PowER PowER PDwER POWER Powell PowER P�,�+��'`'1' _ � I I SEWER SEWER SM'E SEWER SEWER SEWER SEWE11 SEWEf1 SEWER -"Fq \ I I \EW 'SEWER LNE LORY \ cC W \ AiER I SEWE LODATEO Ev L J *ler DONNED De%LST G < F� EWE w Z ¢/-— —L --------- \---------- — — — — — — — — — — F%AO LEVATKNl AEOVE ' 1ST CO SFA IFV 1$UNKtGNN -1ao' o a 'PRDPERWC T NOMN d E%TEN0.5 ALa.q FAST BORDER OF PROPERTYTOSTREET U y O 07SCALE = 1 =10' 1033.3.S 5 10 20 1025 W 11 th Street GE: 1 12 20' 2 12' t4 11' 1C�" - D O ('IT TYPICALTYPICAL D I ® I OOTING16" ANCHOR OA � I A i I BOLTS I Z 12 6"ILII- TYPICAL 6" i h A -u I® I STEM WALL I I TYPICAL THICKENED n- r SLAB FOR BEARING O D I I I WALLS ABOVE B B I®I I®I 123'-1;" TYPICAL CORNER ANCHOR (SEE DETAIL A -A) L.IL JI.7 ® I PICAI B FOR W/HYD ON CRAL SLAB FL L I ' J IiI RADIANT HEATING 33-11 6" I I TYPICAL THICKENED ® I SLAB FOR BEARING TYPICAL 6" NON-STRUCTURAL I ® I 33 WALLS ABOVE I 4 SLAB FLOOR W/HYDRONIC Im w I RADIANT HEATING ---gym -� L - -(D I 4' II � II TYPICAL I® I®I IiI I � III II II 14-1"I ®BOLTS ANCHORLl I BIB„. I I II i I ® I TYPICAL CORNER ANCHOR (SEE DETAIL A -A) i- TYPICAL TYPICAL 6” OOTING\"1STEM WALL j ® ®4 DESCRIPTION: I AWING: AWNB f JUSTIN & JAMIE HUFF RESIDENCE FOUNDATION -PLAN JHUFF 1033 WEST 11TH STREET °°p VeL SITE 12-01-2009 ME ti PORT ANGELES, WA 98363 (PROJECT NO. 1033-3 NOTED 2X6 WALLS 5/8" NUT & WASHER SIMPSON HTT22 OR EQUAL TENSION TIE SECURED TO DOUBLE 2X6 WALL SIMPSON SSTS20 08 EQUAL MEMBER WITH 32-16d NAILS ANCHOR BOLT AT EACH CORNER. 112' ANCHOR BOLTS @ 48'0.C. IN ALL EXTERIOR WALLS. 2X6 BOTTOM PLATE 2X6 PRESSURE TREATED SILL PLATE PERF DRAIN PIPE BACKFILLED WITH COURSE DRAIN ROCK 1 #4 STEEL REBAR CONTINUOUS 6' NON-STRUCTURAL SLAB FLOOR WITH 6' IOGA, SQUARE WIRE OR #3 RESAR REINFORCEMENT 4 a a 2" COMPACTED BUILDERS SAND WITH HYDRONIC RADIANT HEATING 165 MIN. a jj(#ijjlfjl�j�illlll111)i)�IIIT 2'WATERPROOF RIGID INSULATION 6 MIL VAPOR BARRIER 29 COMPACTED BUILDERS SAND a t- 6 e 0 2 #4 STEEL REBAR CONTINUOUS A 18 DETAIL SECTION A -A SCALE=1/2'=1 -0' EXISTING UNDISTURBED SOIL DETAIL SECTION 13-13 SCALE 1/2'=1 -0' 2X4 OR 2X6 LOAD tit-HINGWALI: BOTTOM PLATE 112* ANCHOR BOLTS 9 48'O.C. 3 #4 STEEL REBAR CONTINUOUS TYPICAL INTEGRAL FOOTING 6' FLOATING SLAB FLOOR WITH FOR ALL INTERNAL LOAD HYDRONIC RADIANT HEATING W/6" 10GA. BEARING WALLS 1 SQUARE WIRE REINFORCEMENT d 44 4 2- COMPACTED BUILDERS SAND WITH 6 HYDRONIC RADIANT HEATING 2" WATERPROOF RIGID INSULATION 6 I a 4 6 MIL VAPOR BARRIER COMPACTED BUILDERS SAND N, NN, Nvl M Ml EXISTING UNDISTURBED SOIL UJI z Uj fr Lui.- LU U --UJ co U- cc - 173 W < ul ow— wz Zia < U) c')) Er V 0 0o 0- p OMWING NG. 1033.3.G OR: 3 12 O1 m m . ci q 2f' —3•-4. 13'-4" 5•-4. ��r - ® � Y • A Y Yr 11' Gz•• FUT EOJNG a ®B 4. , QUEEN BED j 11 3" a 12 i 1 FAMILY ROOM 12'-22 §+ 10'-4q" a 7 114 : BED ROOM a . 57.. _g•.3" 8' c FIAT CEI IN d4 O © 1 a X82 2-42- FUT CE CLOSET 2.14• FLA ELwG ® I I i FUT LING I I I ®a-0• 4' 14" CLOSET/STORAGE 4'-84' BATH MECHANICAL a" C 11 5" 10 -8" 33' C I3 i Enwc I UP I3 HALL 33 4' 14 I I I I 4'-14' .105 p� I I I I I I --------- F-81. I FIAT EIm. I Q O ' ®6 AFF %L-AUNDRY 84'-1MASTER BATH2•g3•FUT L1C-8" ®effa M MASTER BEDROOM � T-4. x•-42" .4' 1�' 14 1" ® 818 WALK-IN CLOSET KING BED 3111 6'-J42" FUT NG 4'-14" ®a'-0' F - ----- _---- _______ FLA LNG @ V' A i�- II ' II II ➢ Y II��`�M Y Y Y Y Y 2 I I 21' $ DESCRIPTION: _'No DRAWRB REV > F FLOOR -PLAN JHUFF JUSTIN & JAMIE HUFF RESIDENCE I o w 1033 WEST 11TH STREET I LOORLEV 1ST ATE12-01-2009 N m PORT ANGELES, WA 98363 PROJECT NO. uN NOTED 1033-3 8e0.es's g nT_I <<<<<o zzzzXXn -� -� D z z z z z n X, .x n f f m fil O W x xxx 3 3 OOOOmmo x x000m XO 0000 -i -1c 0 0 0 0_- � c x x x x- - ^' M' 000022 r 5005== O 0 0 0 0 0 0 0000a6i m m m x 0 p N ut o N N N • min in m t m m N N N J i Am tVll p n n a r N �" N n3 2 Z Z Z- II _ D - N1�mm O r r O Z_--__ m m A o W W Iq F ap . N T O O O1 m m . ci q 2f' —3•-4. 13'-4" 5•-4. ��r - ® � Y • A Y Yr 11' Gz•• FUT EOJNG a ®B 4. , QUEEN BED j 11 3" a 12 i 1 FAMILY ROOM 12'-22 §+ 10'-4q" a 7 114 : BED ROOM a . 57.. _g•.3" 8' c FIAT CEI IN d4 O © 1 a X82 2-42- FUT CE CLOSET 2.14• FLA ELwG ® I I i FUT LING I I I ®a-0• 4' 14" CLOSET/STORAGE 4'-84' BATH MECHANICAL a" C 11 5" 10 -8" 33' C I3 i Enwc I UP I3 HALL 33 4' 14 I I I I 4'-14' .105 p� I I I I I I --------- F-81. I FIAT EIm. I Q O ' ®6 AFF %L-AUNDRY 84'-1MASTER BATH2•g3•FUT L1C-8" ®effa M MASTER BEDROOM � T-4. x•-42" .4' 1�' 14 1" ® 818 WALK-IN CLOSET KING BED 3111 6'-J42" FUT NG 4'-14" ®a'-0' F - ----- _---- _______ FLA LNG @ V' A i�- II ' II II ➢ Y II��`�M Y Y Y Y Y 2 I I 21' $ DESCRIPTION: _'No DRAWRB REV > F FLOOR -PLAN JHUFF JUSTIN & JAMIE HUFF RESIDENCE I o w 1033 WEST 11TH STREET I LOORLEV 1ST ATE12-01-2009 N m PORT ANGELES, WA 98363 PROJECT NO. uN NOTED 1033-3 c;as:a3-:: 38 0 <<<<< O z z Z z m m y rm z z z z z� Rl /\'1� 10 3 m O Olnxxxm OOOOm�c Z x x O O O v o 0 0 o a a m x x x x m O O O O z z 0 0 0 0 PC PC n iii*. - O 0 0 0 0 n O W m m m O p N N b T fil m m m O V V N f0 O� CD N N N� r 41 D D D y 1 I O m W N Nl2 t -Z Z Z� 0. " 0 IA I' m l m _N A .,i-!66. f 3a 21 -7g' ®- i - 10,-92. r, 7�t*., EC 5'.ail W W m I<l w DINING Cut 12 6" 00 I I 6'-6" , LIVING ROOM I 8 S' I J " I --12 -8" -"2 11 3-08"-8 23 18 k--" w ,N NZ OI FLAT ' 5 ®e-0'AFF I ` 3'-5-" I I 8 UP- - I I II_ DW `-- I I i I I 4'-Dtr2" re, COVERED Q lI KITCHEN a PORCH 111 33' I —l --f ❑ 115" I 10 a ENTRY FOYER 1CI I i I 4'" OC 3 3 L_ T 118. ON ` I i i i i i I ADlTEO ELWG �� I i I FLAT RWG I a 1 1'-118" B. ®e• -r AFF Rgl 3 _D8- 5 N JI N N Q 118 © r o D a W I -.Z a 4'-lZa mo 1 i 15'-82" `4-7g" `6 -fig i 20.-. O 12'-2" I a 8-7t 14 1" -�� _ �, 4" PANTRY I ®I J 4' I AWAY ROOM/BED ROOM POWDER i a I N O I 8 14 D ----4'-114 -�-� I v a I I -�� FLAT FLATTGE Do ®B•-0•AFF I ®B AFF I` ` N N N N N N N N N qp NII 31I DESCRIPTION: DRAWWG: DRAM Rv — JUSTIN & JAMIE HUFF RESIDENCE I FLOOR -PLAN JHUFF o LOOR 1033 WEST 11TH STREET I 2ND ,z D1 -zoos m PORT ANGELES, WA11033-3 98363 PROJECT NO. NOTED N I I TYP ROOF VENTS @ EACH TRUSS GAP, TVP R-21 INSULATION IN ALL EXTERIOR WALLS 5/8" GVPSUN MANUF TRUSSES TVP FULL LENGTH RIDGE VENT SNAP -LOCK METAL ROOFING TYP R-32 INSULATION IN ALL ATTIC SPACES FINISHE CEILING @ 8'-3" A.F.F FINISHED CEILING @10'1 8" @PJAK f' r / TYP 2X12 FLOOR JOISTS FINISHEL CEILING -@ 8'- 1.E.E. TYP STRUCTURAL SECTION D -D SCALE 1/4 =1 -0' 24' -7g' - baseline H o O Z 4 � F M zm O c) �. O U w O )N z F w ~ U w 8cc a W U Z W 0 Co M jr W W LL–L-0— LL Q W In W Q � W asWz Z Q c) ccH zr d 0 a U tN W 0 DUWIN NO. 1033.3.F GE. 6 12 OTE. USSE RWO VTRUSSMANU - - - - - - - - - - TVP FUT RING ES@2'00 I,Q-" I I I O S@2 IOTV 01 I I I I I I - - -TED — — — — — — — — — — — I I I I I A\ oWAU IOTV II FLAT s s@z .low el — — — — — — ROOF FRAMING PLAN SCALE 1/4 =1 -0' I GABLE E O WALLS (OTV 2) TVP 0 LET-W MING F END OVER NGS @ a 5W TVP FLATCEI NG USSES FOR COVERED RCH AND ENTR TO BE ENGI V RUSS ENGI RUSS NUN USS ACI Q° TVP LETNG FOR 2%4 TAILS ADDED END OVERHANGS@<-5wa O.C. DTRUSSES I 5 TRU CH CISSA a a a a - - � � � � �ET BLOCNo BETWE TVP SCISSOR & FLAT TRUSSES TO BE ENGINEER PUSS PICA ACHTRSIMPSONSEN EQUAL HURRICANE TRUSS ACNR CLP @ ACM TRUSS END TO WALL INTERSECTION TRUSS PLANS - SCALE 3/16'=1 -0' g DESCRIPTION: I oRAvnN oRAwNe £ JUSTIN & JAMIE HUFF RESIDENCE ROOF-FRAMING JHUFF D 1033 WEST 11TH STREET DDR Ems` iR I 12-01-2009 ISC N PORT ANGELES, WA 98363 PROJECT NO. I NOTED 1033-3 _S us P HONL t 7 M _WA� 96302 #: A THAw.AY "jutwit 0112 W10 'CUSS' A- LL 0 RE:P,. 'WALL ._Ga'>G;'{TYP. f -rypE HAUG, -OVER8 ID N A KS�' TYPE I L '15 1 ;RE -M _R • I.Ef-T RIGHT] tot 1 1/2" IGASUE .... . ..... Ff. K 'ba 3 4�Q0-0Q 112T 11 1/2 Sl�i�SQRS t T04 3' -14-0 0 ,21 1/20' 1 SC(S$QRS 0 24-00.0, G ABLE '11W -17 -06 2, _I8 QABLE -'-S -fi-00 718" . 2 1, 718" INGPOST 1 K, S4 IX4 VL-nt4d Blackt 224/1 'Qpbted ' phte s�ubf�ctl to dh�mge after 30 day�§, Pia, emcWdes delivery to pl,4�etine Svigle, sex inust t:pr,5cheduled and is billed Ca$ 1,50/hr Trr,-:Cqu.n*,y. Tmss reservds.'t4y r �,ghttbgrollnd;diop product dut to urisafe or impracticatjobsite Corad ttions- Tn--Countylruss::isnot re' spowible for ddlays;due to circurpstances beyond our control Truss* Height., 07-02-11 TOMIWOgt; ��h , 563 Max Span 24 FT. 2ND FLOOR UNDER FRAMING PLAN SCALE 1/4'=1 -0' DESCRIPTION: AWIN - JUSTIN & JAMIE HUFF RESIDENCE I FLOOR -FRAMING JHUFF I o OOR LEVEL 1033 WEST 11TH STREET I z-ol-zoos ISCALE' N PORT ANGELES, WA 98363 PROJECT NO. NOTED I I 1033-3 I I II I I TYPICAL 2X12 @ 16 O.C. FRAMING I� I I / TYPICAL 2X4 BEARING WALL BELOW I I � II II TYPICAL 2X12 @ 16 O.C. FRAMING BELOW FOYER FLOOR i - \ II I II I I I TYPICAL 2XJ II II BEARING- II I , WALL BELOW I I I I DOUBLE -2X12 Ll FRAMING AROUND- I STAIRWELLOPENING I TYPICAL 2X4 BEARING II II WAIL BELOW I I I 1 II I II TYPICAL 2X12@ 16 O.C. FRAMING II II I I� I TYPICAL 2X12 @ 16 O.C. FRAMING I I I II I � II I! TYPICAL 2X4 BEARING WALL BELOW II I II I I ' I. I �� ' IAX. SPAN OF14'-1z" I •i IL — — — — —I - - - - - - - - - Jl 2ND FLOOR UNDER FRAMING PLAN SCALE 1/4'=1 -0' DESCRIPTION: AWIN - JUSTIN & JAMIE HUFF RESIDENCE I FLOOR -FRAMING JHUFF I o OOR LEVEL 1033 WEST 11TH STREET I z-ol-zoos ISCALE' N PORT ANGELES, WA 98363 PROJECT NO. NOTED I I 1033-3 $ DESCRIPTION:I N AWMG: AWNB IREV ,o F -ELEVATION JHUFF 0 JUSTIN & JAMIE HUFF RESIDENCE 1033 WEST 11TH STREET I 12-01-2009 I LE: N PORT ANGELES, WA 98363 PROJECT NO. NOTED 1033-3 cf) cf) �o m 2 m r m O Z 11 u q I / g - I x T DESCRIPTION: WN DM M8 JUSTIN & JAMIE HUFF RESIDENCE w0R S -ELEVATION JHUFF w 1033 WEST 11TH STREET 12-01-2009 N m PORT ANGELES, WA 98363 PROJECT NO. 1033-3 0 NOTED ® E 1■ u $ DESCRIPTION: JUSTIN & JAMIE HUFF RESIDENCE 1033 WEST 11TH STREET ti PORT ANGELES, WA 91 363 i oRnwwc: W -ELEVATION I -R I -EL PROJECT NO. 1033-3 AWNS JHUFF 1{' -WI IIT -1 0 j Com: NOTED oRnwwc: W -ELEVATION I -R I -EL PROJECT NO. 1033-3 AWNS JHUFF 1{' -WI IIT -1 0 j Com: NOTED - IIIIIIII_ $ DESCRIPTION: N JUSTIN & JAMIE HUFF] RESIDENCE 1033 WEST 11TH STREET m PORT ANGELES, WA 8363 r AWING: a- E-EIEVATtON JHUFF 0 LOON 12.01-2009 I SC LE PROJECT NO- NOTED 1033-3 PREPARED 5/10/10 8 55 16 CITY OF PORT ANGELES ADDRESS 1033 W 11TH ST TENANT NBR JUSTIN / JAMIE HUFF CONTRACTOR OWNER JUSTIN / JAMIE HUFF PARCEL 06 30 00 0 3 1852 0000 APPL NUMBER 09 00001347 DEMOLITION PERMIT DEMO 00 DEMOLITION REQUESTED INSP DES TYP/SQ COMPLETED RESULT RES BL99 01 5/10/10 J BLD l / May SUS BUI INSPECTION TICKET INSPECTOR JAMES LIERLY SUBDIV PHONE PHONE (360) 417 2936 CRIPTION ULTS/COMMENTS G FINAL 10 2010 8 51 47 AM 1pangrle TIN LDING FINAL DEMOLITION OF THE OLD HOME COMMENTS AND NOTES PAGE 2 DATE 5/10/10 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number 10 00000227 Date 3/05/10 Application pin number 693223 Property Address 1033 W 11TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 3 1852 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc New home 1936 sqft Owner Contractor JUSTIN./ JAMIE HUFF OWNER 1033 W 11TH ST PORT ANGELES WA 983637208 (360) 417 2936 Permit ELECTRICAL NEW RESIDENTIAL Additional desc Permit pin number 161984 Permit Fee 236 70 Plan Check Fee 00 Issue Date 3/05/10 Valuation 0 Expiration Date 9/01/10 Qty Unit Charge Per Extension 1 00 110 3000 ECH EL R SQFT FIRST 1300 110 30 2 00 35 2000 ECH EL R SQFT ADDITIONAL 500 70 40 1 00 56 0000 ECH EL LVT THERMOSTAT 56 00 Fee summary Charged Paid Credited Due Permit Fee Total 236 70 236 70 00 00 Plan Check Total 00 00 00 00 Grand Total 236 70 236 70 00 00 INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH SERVICE ROUGH IN FINAL 30 /i uAD, COMMENTS Signature of owner or Electrical Contractor X Date NAR -2009 CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections ELECTRICAL 321 East Fifth Street — P O Box 1150 / Port Angeles Washington, 98A)SPECTIONS Ph (360) 417-4735 Fax. (360) 417-4711 Date. � � / XC 1 & 2 Single Family Dwelling _ Multi -Family or Commercial* _ Commercial Addition / Alteration / Remodel / Repair* * Plan Review May Be Required, Please Complete Qectrical Plan Review Information Sheet Job Address: /n t3 &J //AA_ St , rpo-'4 Xv mac Building Square Footage: 79(0 Description of above - Owner Inforrpation , / p� Contractor nformatif�n �p Z" X Name: c/✓5fi v� L{ c/ ( J Name: , !7 Mailing Address: /# 47 w 1/f/n Si" City, �01e State: L./A Zip: 9l1§'r73 Mailing Address: to 53 c-'] City State: 4114_S 4/k Zip: �C 4371 3 Phone:A/b 1'44-o775 Fax: Phone: Fax: License # / Exp. License # I Exp. Item Unit Charge Qty Total (Qty Multiplied by Unit Charqe) Service/Feeder 200 Amp. $119.90 $` Service/Feeder 201-400 Amp. $145.50 $ Service/Feeder 401-600 Amp $ 204.60 $ Service/Feeder 601 1000 Amp. $ 262.20 $ Service/Feeder over 1000 Amp. $ 372.50 $ Branch Circuit W/ Service Feeder $ 2.60 $ Branch Circuit W/O Service Feeder $ 73.50 $ Each Additional Branch Circuit $ 2.60 $ Temp Service/ Feeder 200 Amp. $ 92.70 $ Temp. Service/Feeder 201-400 Amp. $110.30 $ Temp Service/Feeder 401-600 Amp. $148.70 $ Temp. Service/Feeder 601 1000 Amp $167.90 $ Portal to Portal Hourly $ 95,90 $ Sign/Outline Lighting $ 88.20 $ Signal Circuit/ Limited Energy / First 1500 sf — Commercial $ 95.90 $ Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 & 2 Family Dwelling $ 63.90 $ Signal Circuit/ Limited Energy Multi -Family Dwelling $ 63.90 $ Manufactured Home Connection $119.90 $ Renewable Electrical Energy 5KVA System or Less $102.30 $ Thermostat $ 56.00 r $ NEW CONSTRUCTION ONLY. First 1300 Square Ft. $110.30 1 $ Each Additional 500 Square Ft. or Portion of $ 35.20 2 $ Each Outbuilding or Detached Garage $ 73.50 $ Each Swimming Pool or Hot Tub $110.30 $ $ Total Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to -hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws, N E.0 RCW Chapter 19.28, WAC Chapter 296-46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14 05 050 regarding Electrical Permit Applications. Signature of owner electri all contractor or electrical administrator, ❑ Cash ❑ Check ❑ Credit Card # X Dated: 3� lU 0110112010 (-F S CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc DEMOLISH THE 950 SQ FT HOME Owner 09 00001347 Date 1/27/10 889298 1033 W 11TH ST 06 30 00 0 3 1852 0000 JUSTIN / JAMIE HUFF DEMOLITION RS7 RESDNTL SINGLE FAMILY 0 Contractor JUSTIN / JAMIE HUFF OWNER 1033 W 11TH ST PORT ANGELES WA 983637208 (360) 417 2936 Structure Information 000 000 DEMOLISH THE 950 SF HOME Permit DEMOLITION Additional desc DEMOLISH THE 950 SF HOME Permit pin number 158733 Permit Fee 50 00 Plan Check Fee Issue Date 1/27/10 Valuation Expiration Date 7/26/10 Qty Unit Charge Per BASE FEE Special Notes and Comments It is the responsibility of the building owner and/or demolition contractor to contact ORCAA (Olympic Region Clean Air Agency)for demolition permit needs regarding asbestos abatement Olympic Region Clean Air Agency 116 W 8th St Suite 113 Port Angeles WA 98362 (360) 417 1466 or 1 800 422 5623 www ORCAA org The Fire Department has reviewed the project application and has no comments December 23 2009 3 33 51 PM Brian 417 4708 Electric service wire and meter to be removed prior to demo Sewer lateral shall be exposed an inspection by Public Works Engineering is required The sewer lateral will be capped A 2 X4 X36 pressure treated post painted green and marked S S Stub indicate depth to service to the nearest foot Attach a 12 gauge galv wire to cap and stake An approved Public Works Waste Disposal Application is required prior to taking material to transfer station Other Fees STATE SURCHARGE 00 0 Extension 50 00 4 50 �n41e�j' Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period, of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 10 L10.0,01) 1� 0017r - Date Print Name Signature of Contractor or Authorized Agent L/ Signature ofOwnWowner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD 4. — 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 I Date Accepted By I Comments FOUNDATION I Footings I j Stemwall Planning Foundation Drainage / Downspouts Building 417-4815 Piers Post Holes (Pole Bldgs) 1 PLUMBING Under Floor / Slab I Rough -In I Water Line (Meter to Bldg) Gas Line Back Flow/ Water IFINAL Date Accepted by AIR SEAL. I Walls Ceiling l FRAMING Joists / Girders / Under Floor I Shear Wall / Hold Downs Wails / Roof / Ceiling Drywall (Interior Braced Panel Only) I T -Bar INSULATION. Slab Wall / Floor / Ceiling 1 MECHANICAL. Heat Pump / Furnace / FAU / Ducts Rough -In Gas Line I 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 I I ESA. (Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date I Accepted By Electrical 417-4735 Construction R W PW / Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T.Forms/Building Division/Building Permit r CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION ti 321 EAST 5TH STREET PORT ANGELES WA 98362 Page 2 Application Number 09 00001347 Date 1/27/10 Application pin number 889298 Fee summary Charged Paid Credited Due Permit Fee Total 50 00 50 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 54 50 54 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 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 T:FormsBuilding Division/Building Permit Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) i 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 --Q 1 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. r �l Inspection Type I Date I Accepted By Comments FOUNDATION Footings Stemwall I I Foundation Drainage / Downspouts l Piers Post Holes (Pole Bldgs) PLUMBING Under Floor / Slab Rough-In I Water Line (Meter to Bldg) I Gas Line Back Flow / Water IFINAL Date Accepted by AIR SEAL. Walls Ceiling FRAMING Joists / Girders / Under Floor Shear Wall / Hold Downs Walls / Roof / Ceiling I 1 ^ l Drywall (Interior Braced Panel Only) T-Bar I INSULATION. Slab Wall / Floor / Ceiling l MECHANICAL. Heat Pump / Furnace / FAU / Ducts Rouqh-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. Parkinq / Lighting I I ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417-4735 Construction R.W PW / Engineering 417-4831 Fire 417-4653 Plannin9 417-4750 Building T:Forms/Building Division/Building Permit 417-4815 1 r� 1O— (O 3 -Li— Q <N ,r.., 11 i. �Y� i C WASHINGTON,PO RTA GELES U S A Public Works & Utilities Department January 26 2010 Justin Huff 10331/2 W 11" Street Port Angeles, WA 98363 RE. Port Angeles Landfill / Transfer Waste Disposal Application, WDA 10-01, for 1033 W 11' Street, Port Angeles, WA 98363 We have received your application for disposal of building demolition debris from the referenced site and reviewed the testing results for asbestos content. Based on the testing.results the debris appears to be acceptable for disposal at the transfer station A copy of your approved application is attached. This approved application must be shown to the transfer station scale attendant at the time of disposal. Please be advised that this disposal application is only for the materials and quantities listed in the application. Materials not listed or in excess of the quantities noted may require separate applications and approval. Please call 417-4.812 if you have questions Sincerely Stephen Sperr P.E. City Engineer Encl.WDA 10-01 Copy Transfer Station Waste Connections N•\PWKS\ENGINEER\Waste Disposal Applications\2010 Applications\I0-01 1033 W I lth St\10-01 wpd Prone -',60-417-4800/ Fax: 360-417-4542 Website vvw N cityofp, us/ Email: puoiicworks c5: cityofpa is on -1 C'-� C'lil- C+— 0 r 0- 19 Gn 0-4 A ---I-- to/A nOnGn f l 7 CpUA I� HUMAY' January 26, 2010 Clallam County Department of Health and Human Services Environmental Health Services ♦ 223 East 4`h Street, Suite #14 ♦ Port Angeles, WA 98362-3015 Telephone. 360-417 2258 • FAX. 360-417-2313 Eric Walrath City of Port Angeles 321 E. 5th St PO Box 1150 Port Angeles, WA 98362 RE. PALF Waste Disposal Application WDA 10-01 Dear Mr Valrath. Based on the Waste Disposal Application 10-01 Clallam County Environmental Health'Services (CCEHS) concurs with the disposal of 3 yd 3/ 1 ton of demolition waste from 1033 West 11th Street in Port Angeles to the Port Angeles Transfer Station. If you have any questions, please contact me at 360-417-2347 orjgarcelon@co.clallam.wa.us. Sincerely 9c�tca�°r; MPry, �4S Jennifer Garcelon, MPH, RS Environmental Health Specialist III C: Andy Brastad, Director of Environmental Health PALF File Correspondence File r0»f�1. BUILDING PERMIT -dM - CITY OF PORT ANGELES Attn Building Permit Technician 321 E Fifth St. Port Angeles WA 98362 (360) 417-4815 fax (360) 417-4711 APP�gA TION Print in ink For City Use Only Date Received 12--2-2-01 Permit # 09-1,2 Date Approved Iryl Applicant (_)11,5tw, aig Ph ne 3lar) Ulf -.243 Property Owner Jac+gin 't 4-j� Phone 3(Vo 86,c) -OZ -70 . Property Owner's Address . ID I W Contractor J w�, Contractor's Address Phone _3Lo0 �) - 07-78 License # Expires E-mail PROJECT ADDRESS W&4 114 t �- I ?oC+ 4AA4Les Parcel Number Lot Zoning Prosect Tvpe & Brief Description. y\Residential ❑ Multi -family o Commercial ❑ Industrial Check all that apply ❑ New ConstructionUt rI I 1-114- - 1 ❑ Addition ❑ Remodel ❑ Repair Demolition --� IN ❑ Re -roof ❑ Heat System ❑ Other Floor Areas Basement 1St Floor 2nd Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other Pnn) fP.S iVlr �_ r,v_r�r v7pWIP LX_ -V U I M-0 r\,5dPo"j. `rl1CLrc�rTl` r� VlJr1P h -Oro <h4 D]. (Miv�ivCnalyl o vv1.�-eQ 1s I � j%- eo hov-,ne , Maj x4y J�- w,* 6a is jo b, -- • z❑ House ❑ gdage ❑ other ❑ tear off & re -roof ❑ lay over one layer ❑ Heat pump ❑ wood -burning stove ❑ gas fireplace ❑ pellet stove ❑ other Existinq (sq. ft.) Proposed (sq. ft.) @$ per sq ft. = $ —rkNe-0Loh e4r- li1'� Curt 2jA+( liv th. iL► +kQ-- a cce�so o-cJ. Y'eSiA.2vr!-,� uhi+ �bnvp P r -fie- :A--co-L3114-k C, v P 1 -*-059 9 277!_n_0 TOTAL VALUATION $ Total footprint of structures / sq ft. T Lot size sq ft. = Lot coverage % Site Coverage = the amount of impe surface on a parcel including structures, pave riveways sidewalks patios and other impervious surfaces (see MC 17 94 135 for exemptions) Site coverage % Max. height of proposed structure ft. Occupancy group # of bedrooms Will a lawn sprinkler system be i stalled? Occupant load \# of full baths Will a fire sprinkler system be ' stalled? Construction type # of half baths /have read and completed this application and know it to be true and correct. /am authorized to apply for this permit and understand that it is my responsibility to determine r,hat permits are required, and 'n obtair permits prior to working a i.ro;ects DateAl� Print Name t)ushr) ML- Sigiature T Forms/Bu ,.g Divisio 'Bu -!ding permit application p t 40"3 f � d i 1 ouSe .. "DV �oia a Clallam County Assessor & Treasurer - Property Details - 59167 JUSTIN / JAMIE HUFF Clallam County Assessor & Treasurer Property Search Results > 59167 JUSTIN/ JAMIE HUFF for Year 2009 2010 Property Account Property ID- 59167 Legal Description LOT 13 BL 318 Geographic ID 0630000318520000 Agent Code Type Real Tax Area. 0010 PA 121 PORT ST CNTY H2 L Land Use Code 11 Open Space N DFL N Historic Property N Remodel Property N Multi -Family Redevelopment: N Location Address. 1033 W ELEVENTH ST PORT ANGELES Neighborhood Cycle 5 Res Neighborhood CD 10955130- 0955130Owner Owner Name JUSTIN/ JAMIE HUFF Mailing Address 1033.W 11TH ST PORT ANGELES WA 98363-7208 Taxes and Assessments Du Property Tax Information a of 12/22/2009 Amount Due if Paid on�. Statement Year ID Taxing Jurisdiction 2009 591672008 ST SCH STATE SCHOOL 2009 591672008 CC -GEN COUNTY 2009 591672008 PORT PORT 2009 591672008 PORT ANG PORT ANGELES 2009 591672008 SD #121 SCHOOL DISTRICT #121 2009 591672008 NTH OILY LIB NORTH OLYMPIC LIBRARY 2009 591672008 HOSP #2 HOSPITAL #2 2009 591672008 CITY—STORMWATER CITY STORMWATER 2009 591672008 WEED—CONTROL WEED CONTROL 2009 591672008 TOTAL. 2008 591672007 ST SCH STATE SCHOOL 2008 591672007 CC -GEN COUNTY 2008 591672007 PORT PORT 2008 591672007 PORT ANG PORT ANGELES 2008 591672007 SD #121 SCHOOL DISTRICT #121 2008 591672007 NTH OILY LIB NORTH OLYMPIC LIBRARY 2008 591672007 HOSP #2 HOSPITAL #2 2008 591672007 CITY STORMWATER CITY STORMWATER 2008 591672007 WEED—CONTROL WEED CONTROL Mapsco Map ID, Owner ID- % Ownership Exemptions First Second Half Half Base Base Due Due $181 58 $181 58 $91 89 $91 91 $1302 $1301 $201 57 $201 56 $22455 $22455 $2670 $2670 $3769 $3769 $3600 $3600 $082 $081 $813.82 $813.81 $15861 $15860 $7675 $7673 $11.21 $11.21 $165.27 $16526 $18499 $18499 $22.30 $22 30 $762 $7 62 $3600 $3600 $082 $081 31617 100 0000000000% Base Penalty Interest Paid $000 $000 $363 16 $000 $0 00 $18380 $000 $0 00 $2603 $0 00 $0 00 $40313 $000 $000 $449 10 $000 $000 $5340 $0 00 $000 $7538 $000 $0 00 $72.00 $0 00 $0 00 $1 63 $0.00 $0.00 $1627.63 $000 $000 $317.21 $0 00 $000 $15348 $000 $000 $2242 $000 $000 $33053 $0 00 $000 $36998 $000 $000 $4460 $000 $000 $15.24 $000 $000 $72.00 $000 $000 $1 63 http '/vpn cl llam net 8084/prop ert access/Property aspx?cid—t &,,:.a —2009&prop_id=5 Page 1 of 7 Amount Due 3000 $000 $000 $000 $000 $000 $000 $000 $000 $0.00 $000 $000 $000 $000 $000 $000 $000 $000 $000 1 2.122'2010 ELECT CAL PERMIT AAD I'NSPECTIONRECORD CIYT ®E PORT ANGELES 360-417-4735 Application Number 06 00001164 Date 10/15/07 Application pin number 595620 Property Address 1033 1/2 W 11TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 3 1852 0000 Application type description PUBLIC WORKS UTILITES Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Owner Contractor Huff Justin/Jamie OWNER 1033 W lith St PORT ANGELES WA 98363 (360) 417 2936 Permit ELECTRICAL NEW RESIDENTIAL Additional desc OWNER/ DE GAR +APT 200A SVC Permit pin number 113266 Permit Fee 75 00 Plan Check Fee 00 Issue Date 10/15/07 valuation 0 Expiration Date 4/12/08 Qty Unit Charge Per Extension 1 00 75 0000 ECH EL RM 0 200 1ST SRV FEEDER 75 00 Fee summary Charged Paid Credited Due Permit Fee Total 75 00 75 00 00 00 Plan Check Total 00 00 00 00 Grand Total 75 00 75 00 00 00 ug N INSPECTION TYPE DITCH SERVICE ROUGH - IN FINAL COMMENTS: WA RESULTS ELECTRICAL INSPECTOR ExPiaED ?69w�iT,-) -q �EU,� Job wired by ❑ Electrical Contractor A Owner a. ELECTRICAL WORK PERMIT APPLICATION �S 0. NI/Installation description ❑ Commercial X Residential Electrical contractor name License number Date Expires New ❑Altered/Addition Purchaser's mailing address ' r i Ib 33 r„r 11 5f Cy -(ac, e, I J111 S��c� City State ZIP 44q Telephone number FAX number ' Premises owner, fn 00-0 nlid 1�. khemmp sldrn� 1.5 Address of inspection �V Yt /ti City form W 1 11IYV o!t 1 l s(/L� IC` Phone number to scl(edule inspection Owner as defined by RCW 19 28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. ❑ Cash Check # After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- ❑ Credit Card Visa Mastercard Discover lation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28, WAC Chapter 296-46B The City of Port Angeles Municipal Code, and Card # — — — — — — — — — — — — — — — — Utility Specifications. Signature of owne elect4ricaractor or electrical administrator \ Expiration DateInspection feeX Date �0��/d��of card$75-2 pElec al Load Add! Ionsubtractions Service Information ❑ NO LOAD CHANGES -91 Baseboard 4 KW Voltage 2 b ❑ Furnace _ KW Overhead Service Phase IR 1 3 ❑ Heat Pump _ Ton LAR ❑ Temp Service Service Size: ZM ❑ Fan -Wall KW ❑ Underground Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7 00 AM 360-417-4735 ROUGH -IN THERMOSTAT SERVICE Date Appr ed By Dale Appr ed By Date Approved By FINAL DITCH FEEDER D e Approved By \ Date Appr ed By \ Date Aopr ed By Inspection Area, Building or Equipment Inspected Action Taken Electrical Date Inspector OCT 15 2037 woNrD7