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Home My WebLink About1119 Village Pl - BuildingLinda Pangrle From Ken Dubuc Sent: Thursday August 11 2011 10 45 AM To Linda Pangrle Subject: inspections Linda, Here is some info for you 1925 Village Circle 10 -1514 1929 Village Circle 10 -1513 1933 Village Circle 11 -78 1940 Village Circle 11 -125 1944 Village Circle 11 -126 1119 Village Place 11- 276 1123 Village Place 11 -277 All of these were finaled on 7 22 2011 Thanks, Ken 1 PREPARED 7/27/11 8 10 52 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS 1119 VILLAGE PL CONTRACTOR OWNER PARCEL APPL NUMBER LISA BROTHERS 06 30 13 5 7 0310 0000 10 00000520 RES NEW SFR REQUESTED INSP TYP /SQ COMPLETED RESULT PL1 01 1/18/11 JLL 1/18/11 AP PL2 01 4/14/11 PB 4/15/11 AP PL99 01 7/27/11 DESCRIPTION RESULTS /COMMENTS INSPECTOR JAMES LIERLY SUBDIV PHONE PHONE WATER SUPPLY LINE METER TO HOUSE AFTERNOON January 7 2011 4 17 53 PM pbarthol PLUMBING UNDER SLAB TIME 09 00 January 18 2011 9 23 05 AM 1pangrle BRUCE 912 0079 UNDERSLAB PLUMBING MORNING January 18 2011 4 00 11 PM jlierly PLUMBING ROUGH IN April 14 2011 9 29 07 AM 1pangrle JOHN 460 6902 PLUMBING ROUGH IN April 15 2011 8 48 33 AM pbarthol PLUMBING FINAL July 26 2011 9 33 11 AM 1pangrle BRUCE 912 0079 PLUMBING FINAL COMMENTS AND NOTES PAGE 14 DATE 7/27/11 PREPARED 7/27/11 8 10 52 INSPECTION TICKET PAGE 13 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/27/11 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BAIR 01 5/03/11 JLL BLDG AIR SEAL 5/03/11 AP May 2 2011 8 29 40 AM 1pangrle BRUCE 912 0079 AIRSEAL May 3 2011 4 39 08 PM jlierly BL3 02 5/03/11 JLL BLDG FRAMING 5/03/11 AP May 2 2011 8 30 07 AM 1pangrle BRUCE 912 0079 FRAMING May 3 2011 4 39 08 PM jlierly BLI 01 5/05/11 JLL BLDG INSULATION 5/05/11 AP May 5 2011 8 38 41 AM 1pangrle BRUCE 912 0079 INSULATION WALLS PARTIAL UNDERFLOOR OF GARAGE May 5 2011 4 48 53 PM jlierly BLDR 01 5/17/11 JLL BLDG DRYWALL IBWP 5/19/11 AP May 16 2011 4 42 52 PM 1pangrle BRUCE 912 0079 IBWP May 19 2011 4 49 22 PM jlierly PW99 01 7/19/11 RV PUBLIC WORKS FINAL BLDG FINAL July 20 2011 7 19 14 AM rvess July 26 2011 9 32 30 AM 1pangrle 7/19/11 AP 4 July 20 2011 7 18 59 AM rvess BL99 01 7/27/11 BRUCE 912 0079 BUILDING FINAL PERMIT TYP /SQ ME99 01 PERMIT TYP /SQ PL6 01 ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION COMPLETED RES RESULTS /COMMENTS 7/27/11 PL 00 PLUMING P: +17, IT REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS 1/07/11 PB 1/07/11 AP BRUCE 912 0079 EXTERIOR SHEARWALL March 24 2011 4 27 26 PM jlierly MECHANICAL FINAL July 26 2011 9 32 53 AM 1pangrle BRUCE 912 0079 MECHANICAL FINAL PLUMBING WATER SUPPLY TIME 01 00 January 6 2011 3 53 59 PM 1pangrle BRUCE 912 0079 CONTINUED ONTO NEXT PAGE PREPARED 5/17/11 8 24 45 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/17/11 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BRUCE 912 0079 EXTERIOR SHEARWALL March 24 2011 4 27 26 PM jlierly BAIR 01 5/03/11 JLL BLDG AIR SEAL 5/03/11 AP May 2 2011 8 29 40 AM 1pangrle BRUCE 912 0079 AIRSEAL May 3 2011 4 39 08 PM jlierly BL3 02 5/03/11 JLL BLDG FRAMING 5/03/11 AP May 2 2011 8 30 07 AM 1pangrle BRUCE 912 0079 FRAMING May 3 2011 4 39 08 PM jlierly BLI 01 5/05/11 JLL BLDG INSULATION 5/05/11 AP May 5 2011 8 38 41 AM 1pangrle BRUCE 912 0079 INSULATION WALLS PARTIAL UNDERFLOOR OF GARAGE May 5 2011 4 48 53 PM jlierly 1 BLDG DRYWALL IBWP May 16 2011 4 42 52 PM 1pangrle BLDR 01 5/17/11 BRUCE 912 0079 IBWP COMMENTS AND NOTES PREPARED 5/05/11 8 41 35 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/05/11 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BAIR 01 5/03/11 JLL BLDG AIR SEAL 5/03/11 AP May 2 2011 8 29 40 AM 1pangrle BRUCE 912 0079 AIRSEAL May 3 2011 4 39 08 PM jlierly BLDG FRAMING May 2 2011 8 30 07 AM 1pangrle BRUCE 912 0079 FRAMING BLI O1 5 /05 /11 May 3 2011 4 39 08 PM jlierly BLDG INSULATION /NW May 5 2011 8 38 41 AM 1pangrle BRUCE 912 0079 INSULATION WALLS PARTIAL UNDERFLOOR OF GARAGE BL3 02 5/03/11 JLL 5/03/11 AP BRUCE 912 0079 EXTERIOR SHEARWALL March 24 2011 4 27 26 PM jlierly COMMENTS AND NOTES PREPARED 5/03/11 8 24 17 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/03/11 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BAIR 01 5/03/11 JLL BL3 02 5/03/11 JL t I BRUCE 912 0079 'EXTERIOR SHEARWALL March 24 2011 4 27 26 PM jlierly BLDG AIR SEAL May 2 2011 8 29 40 AM 1pangrle BRUCE 912 0079 AIRSEAL BLDG FRAMING May 2 2011 8 30 07 AM 1pangrle BRUCE 912 0079 FRAMING COMMENTS AND NOTES PREPARED 4/14/11 9 31 00 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/14/11 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 1/07/11 PB PLUMBING WATER SUPPLY TIME 01 00 1/07/11 AP January 6 2011 3 53 59 PM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO HOUSE AFTERNOON January 7 2011 4 17 53 PM pbarthol PL1 01 1/18/11 JLL PLUMBING UNDER SLAB TIME 09 00 1/18/11 AP January 18 2011 9 23 05 AM 1pangrle BRUCE 912 0079 UNDERSLAB PLUMBING MORNING January 18 2011 4 00 11 PM jlierly PL2 01 4/14/11 JLL PLUMBING ROUGH IN April 14 2011 9 29 07 AM 1pangrle P ROUGH IN COMMENTS AND NOTES 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 FIRE SPRINKLER SYSTEM Owner Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Charged Permit Fee Total Plan Check Total Grand Total CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5`h Street, Port Angeles, WA 98362 11 00000276 239992 1119 VILLAGE PL 06 30 13 5 7 0310 0000 LISA BROTHERS FIRE SPRINKLER SYSTEM RESIDENTIAL HIGH DENSITY 2000 Contractor LISA BROTHERS INNOVATED FIRE SPRINKLERS PO BOX 3226 81 NEW HAVEN LANE PORT ANGELES WA 98362 PORT ANGELES (909) 827 9249 (360) 452 7583 Structure Information 000 000 FIRE SPRINKLER SYSTEM FIRE SPRINKLER RESIDENTIAL FIRE SPRINKLER SYSTEM 183152 00 4/04/11 10 /01 /11 Plan Check Fee Valuation Special Notes and Comments A full acceptance test will be required for the fire sprinkler system Paid Credited 00 00 00 00 00 00 00 00 00 Date 4/04/11 WA 98362 Due 00 00 00 00 2000 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) c\‘0° This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel th provisions of any state or local law regulating the work specified in the permit. 0 Signature of Contractor or Au orized Agent Date Signature of Owner (if Owner is builder) Date Inspection Type Date Passed Comments FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final 1_77At kDp FIRE ALARM Rough -in inspection Alarm final LP -GAS Completed by Contractor- Test #1 Piping pressure test psi Underground piping inspection /pressure test Above ground piping inspection/pressure test Time initiated Tank (container) inspection Test #2 Piping pressure test psi Appliance inspection Time initiated LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final FIRE PERMIT INSPECTION RECORD Call 360 417 -4655 for fire inspections. Please provide a minimum 24 -hour notice or conceal any work before inspected and accepted. Post permit in a conspicuous KEEP PERMIT CARD AND APPROVED PLANS AT It is unlawful to cover insulate l location. JOB SITE GENERAL COMMENTS 2/15/00 0,1 a 3 BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant or Agent V vti C Q �T7 c v- Owner L .S c v Owner's Address R. Cd Dc)),‹ 3 2.2 c Contractor /Engineer J, ]crv/ -rte D Contractor /Engineer's Address 81 JV.e,w P, A License /A/AICt/r_.S' ci Li <-1/Q Expires PROJECT ADDRESS 1 I I c i V /OLS.e_. 2 0, c Parcel Number Phone Phone Lot 3 Industrial Project Type Brief Description. K eesidential Commercial Multi- family Check all that apply (New Construction j k `1 Fi`,Y Sp ,r-; L k l -e Addition Remodel Repair Re -roof Demolition Sign wall- mounted Total sign area projecting freestanding awning other sq ft. Maximum allowed sign area sq. ft. o Heat System Heat pump wood burning stove gas fireplace o pellet stove other Other Floor Areas Basement 1 Floor 2nd Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Existing (sq. ft.) Proposed (sq. ft) Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type For City Use Only' Date Received 5-2-1-1( Permit 11 Date Approved VS (Sv 9oc-6a7- aci 1Sa 7583 Zoning per sq ft. TOTAL VALUATION 2 poc c Total footprint of structures sq if Lot size sq ft. Lot coverage of bedrooms of full baths of half baths have read and completed this application and know it to be true and correct. t am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, an to obtain permits prior to working on projects I 2 Date 3 2�/1/ Print Name 4 iJ4i 4 Signature T Forms /Building Division /Bldg Permit Appl. -2006 Code doc PREPARED 3/24/11 8 46 16 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/24/11 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 12/09/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 12/10/10 AP December 8 2010 4 46 28 PM 1pangrle BRUCE 912 0079 FOUNDATION FOOTING MORNING December 10 2010 4 21 18 PM jlierly BL2 01 12/20/10 PB BLDG FOUNDATION STEM WALL TIME 09 00 12/21/10 AP December 20 2010 9 12 30 AM 1pangrle BRUCE 912 0079 FOUNDATION WALLS (8 FT TALL) MORNING December 21 2010 8 41 32 AM pbarthol BLED 01 1/07/11 PB BLDG FOUNDATION DRAINAGE TIME 01 00 1/07/11 AP January 6 2011 3 53 03 PM 1pangrle BRUCE 912 0079 FOUNDATION DRAINAGE AFTERNOON January 7 2011 4 17 53 PM pbarthol BL1 02 1/12/11 JLL BLDG FOUNDATION FOOTING TIME 09 00 1/12/11 AP January 11 2011 4 29 52 PM 1pangrle BRUCE 912 0079 FOOTING FORMS UPPER LEVEL MORNING January 12 2011 4 00 32 PM jlierly BL2 02 1/18/11 JLL BLDG FOUNDATION STEM WALL TIME 09 00 1 /18 /11 AP January 18 2011 9 22 16 AM 1pangrle BRUCE 912 0079 STEMWALLS MORNING January 18 2011 4 00 11 PM jlierly BL3 01 2/09/11 JLL BLDG FRAMING 2/09/11 AP February 8 2011 1 08 27 PM pbarthol UNDERFLOOR INSPECTION BRUCE 912 0079 February 9 2011 3 58 39 PM jlierly BL9 01 3/23/11 JLL BLDG SHEARWALL TIME 09 00 3/23/11 DA March 22 2011 4 08 40 PM 1pangrle BRUCE 912 0079 EXTERIOR SHEARWALL HE PREFERS A MORNING INSPECTION March 23 2011 4 15 09 PM jlierly tyvek covered material to be inspected builder mentioned that onwer installed and didn t have approval yet /recall when able to inspect/j11 BL9 02 3/24/11 JL BLDG SHEARWALL March 23 2011 4 20 15 PM 1pangrle CONTINUED ONTO NEXT PAGE PREPARED 3/23/11 8 05 36 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/23/11 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 12/09/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 12/10/10 AP December 8 2010 4 46 28 PM 1pangrle BRUCE 912 0079 FOUNDATION FOOTING MORNING December 10 2010 4 21 18 PM jlierly BL2 01 12/20/10 PB BLDG FOUNDATION STEM WALL TIME 09 00 12/21/10 AP December 20 2010 9 12 30 AM 1pangrle BRUCE 912 0079 FOUNDATION WALLS (8 FT TALL) MORNING December 21 2010 8 41 32 AM pbarthol BLFD 01 1/07/11 PH BLDG FOUNDATION DRAINAGE TIME 01 00 1/07/11 AP January 6 2011 3 53 03 PM 1pangrle BRUCE 912 0079 FOUNDATION DRAINAGE AFTERNOON January 7 2011 4 17 53 PM pbarthol BL1 02 1/12/11 JLL BLDG FOUNDATION FOOTING TIME 09 00 1/12/11 AP January 11 2011 4 29 52 PM 1pangrle BRUCE 912 0079 FOOTING FORMS UPPER LEVEL MORNING January 12 2011 4 00 32 PM jlierly BL2 02 1 /18 /11 JLL BLDG FOUNDATION STEM WALL TIME 09 00 1 /18 /11 AP January 18 2011 9 22 16 AM 1pangrle BRUCE 912 0079 STEMWALLS MORNING January 18 2011 4 00 11 PM jlierly BL3 01 2/09/11 JLL BLDG FRAMING 2/09/11 AP February 8 2011 1 08 27 PM pbarthol UNDERFLOOR INSPECTION BRUCE 912 0079 February 9 2011 3 58 39 PM jlierly BL9 01 3/23/11 QLIA BLDG SHEARWALL TIME 09 00 March 22 2011 4 08 40 PM 1pangrle BRUCE 912 0079 EXTERIOR SHEARWALL HE PREFERS A MORNING INSPECTION COMMENTS AND NOTES LA--4 (-a■1Q 1 4 v C Qa,0 M h.) 0 1 T—er_. (1i e PREPARED 2/09/11 8 09 24 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/09/11 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 12/09/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 12/10/10 AP December 8 2010 4 46 28 PM 1pangrle BRUCE 912 0079 FOUNDATION FOOTING MORNING December 10 2010 4 21 18 PM jlierly BL2 01 12/20/10 PB BLDG FOUNDATION STEM WALL TIME 09 00 12/21/10 AP December 20 2010 9 12 30 AM 1pangrle BRUCE 912 0079 FOUNDATION WALLS (8 FT TALL) MORNING December 21 2010 8 41 32 AM pbarthol BLFD 01 1/07/11 PB BLDG FOUNDATION DRAINAGE TIME 01 00 1/07/11 AP January 6 2011 3 53 03 PM 1pangrle BRUCE 912 0079 FOUNDATION DRAINAGE AFTERNOON January 7 2011 4 17 53 PM pbarthol BL1 02 1/12/11 JLL BLDG FOUNDATION FOOTING TIME 09 00 1/12/11 AP January 11 2011 4 29 52 PM 1pangrle BRUCE 912 0079 FOOTING FORMS UPPER LEVEL MORNING January 12 2011 4 00 32 PM jlierly BL2 02 1/18/11 JLL BLDG FOUNDATION STEM WALL TIME 09 00 1/18/11 AP January 18 2011 9 22 16 AM 1pangrle BRUCE 912 0079 STEMWALLS MORNING January 18 2011 4 00 11 PM jlierly BL3 01 2/09/11 J L BLDG FRAMING ;a February 8 2011 1 08 27 PM pbarthol UNDERFLOOR INSPECTION BRUCE 912 0079 COMMENTS AND NOTES PREPARED 1/18/11 9 31 15 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/18/11 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 12/09/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 12/10/10 AP December 8 2010 4 46 28 PM 1pangrle BRUCE 912 0079 FOUNDATION FOOTING MORNING December 10 2010 4 21 18 PM jlierly BL2 01 12/20/10 PB BLDG FOUNDATION STEM WALL TIME 09 00 12/21/10 AP December 20 2010 9 12 30 AM 1pangrle BRUCE 912 0079 FOUNDATION WALLS (8 FT TALL) MORNING December 21 2010 8 41 32 AM pbarthol BLFD 01 1/07/11 PB BLDG FOUNDATION DRAINAGE TIME 01 00 1/07/11 AP January 6 2011 3 53 03 PM 1pangrle BRUCE 912 0079 FOUNDATION DRAINAGE AFTERNOON January 7 2011 4 17 53 PM pbarthol BL1 02 1/12/11 JLL BLDG FOUNDATION FOOTING TIME 09 00 1/12/11 AP January 11 2011 4 29 52 PM 1pangrle BRUCE 912 0079 FOOTING FORMS UPPER LEVEL MORNING January 12 2011 4 00 32 PM jlierly BL2 02 1/18/11 JLL BLDG FOUNDATION STEM WALL TIME 09 00 January 18 2011 9 22 16 AM 1pangrle BRUCE 0079 STEMWALLS LLS MORNING PL6 01 1/07/11 PB PLUMBING WATER SUPPLY TIME 01 00 1/07/11 AP January 6 2011 3 53 59 PM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO HOUSE AFTERNOON January 7 2011 4 17 53 PM pbarthol PL1 01 1/18/11 JLL PLUMBING UNDER SLAB TIME 09 00 January 18 2011 9 23 05 AM 1pangrle BRUCE 912 0079 UNDERSLAB PLUMBING MORNING PERMIT PL 00 PLUMBING PERM REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS COMMENTS AND NOTES PREPARED 1/12/11 8 13 28 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/12/11 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 12/09/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 12/10/10 AP December 8 2010 4 46 28 PM 1pangrle BRUCE 912 0079 FOUNDATION FOOTING MORNING December 10 2010 4 21 18 PM jlierly BL2 01 12/20/10 PB BLDG FOUNDATION STEM WALL TIME 09 00 12/21/10 AP December 20 2010 9 12 30 AM 1pangrle BRUCE 912 0079 FOUNDATION WALLS (8 FT TALL) MORNING December 21 2010 8 41 32 AM pbarthol BLFD 01 1/07/11 PB BLDG FOUNDATION DRAINAGE TIME 01 00 1/07/11 AP January 6 2011 3 53 03 PM 1pangrle BRUCE 912 0079 FOUNDATION DRAINAGE AFTERNOON January 7 2011 4 17 53 PM pbarthol BL1 02 1 /12 /11 BLDG FOUNDATION FOOTING TIME 09 00 January 11 2011 4 29 52 PM 1pangrle BRUCE 912 0079 FOOTING FORMS UPPER LEVEL MORNING COMMENTS AND NOTES INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH SERVICE h J u ROUGH IN *?b 1 7 FINAL Z Y r z 1 u COMMENTS 1 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 200 amp service Owner ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 11 00000035 546095 1119 VILLAGE PL 06 30 13 5 7 0310 0000 ELECTRICAL ONLY RESIDENTIAL HIGH DENSITY 0 Contractor LISA BROTHERS OLYMPIC WIRING INC PO BOX 3226 9601 PROVOST ROAD NW PORT ANGELES WA 98362 SILVERDALE WA 98383 (360) 692 0134 360 61 31,8b Permit ELECTRICAL NEW RESIDENTIAL C, Additional desc Permit pin number 180174 Permit Fee 119 90 Plan Check Fee 00 Issue Date 1/10/11 Valuation 0 Expiration Date 7/09/11 Qty Unit Charge Per 1 00 119 9000 ECH EL 0 200 SRV FEEDER Fee summary Charged Permit Fee Total Plan Check Total Grand Total 119 90 00 119 90 PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Paid Credited Due 119 90 00 119 90 00 00 00 Date 1 /10 /11 Extension 119 90 00 00 00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) Signature of owner or Electrical Contractor X Date: G: \EXCHANGE \BUILDING F PREPARED 1/07/11 8 13 13 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/07/11 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 12/09/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 12/10/10 AP December 8 2010 4 46 28 PM 1pangrle BRUCE 912 0079 FOUNDATION FOOTING MORNING December 10 2010 4 21 18 PM jlierly BL2 01 12/20/10 PB BLDG FOUNDATION STEM WALL TIME 09 00 12/21/10 AP December 20 2010 9 12 30 AM 1pangrle BRUCE 912 0079 FOUNDATION WALLS (8 FT TALL) MORNING December 21 2010 8 41 32 AM pbarthol BLED 01 1/07/11 JLL BLDG FOUNDATION DRAINAGE TIME 01 00 January 6 2011 3 53 03 PM 1pangrle BRUCE 912 0079 FOUNDATION DRAINAGE AFTERNOON PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 1/07/11 JLL I PLUMBING WATER SUPPLY TIME 01 00 January 6 2011 3 53 59 PM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO HOUSE AFTERNOON COMMENTS AND NOTES JAN -6 -2011 04 51P FROM OLYMPIC WIRING (360)692 -3680 TO 1360417471 RECEIVE CITY OF PORT ANGELES PERMIT APPLICATION ^A 11 Building Division /Electrical Inspections IJAN 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 ELECTRICAL Ph (360) 417 -4735 Fax: (360) 417 -4711 INSPECTIONS Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 1 1 t q 1/ ILL AC, Building Square Footage: 1 500 Description of above 5 1 AJG JZLS t 2►v G2— Lot 3\ P 2 ore: 0/ 06 -2 11 18 2 Single Family Dwelling Multi- Family or Commercial* Commercial Addition Alteration Remodel Repair Owner Information Contractor Information Name: H A. C. C„ Name: OL`'r r.2 2�•✓.. c-- Mallin Ad ress: L f,03 1fZ4 ry C,. K 0 Mailing Address: ‘1.... w 01 Pa ovosrr It e A!- 1./ City: ELI-) Slate: IA-AA Zip: L 7.-- City.$ !LI.AMMACL State: is-AA Zip: 4 83 f'v 3 Phone: 963IFax: (o'1.2 3(..t3a Phone3fa Z- n13yFax: 36o bq L 3 c. >!fO License I Exp. License I Exp.n L. y i'& 31 o R t.) 3 3 I 1 Item Unit Charge Cgt Total (Qty Multiplied by Unit Charge) Service/Feeder 200 Amp. $-4'1998• y5 .S° is: s 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 WI Service Feeder 2.60 Branch Circuit WIO. 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 68.20 Signal Circuit/ Limited Energy 1 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 CirculU Limited Energy Multi -Family Dwelling 63.90 Manufactured Home Connection 119.90 Renewable Electrical Energy 5KVA System or Less 102.30 Thermostat 56,00 NEW CONSTRUCTION ONLY: First 1300 Square Ft. 110.30 Each Additional 500 Square Ft. or Portion of 35.20 Each Outbuilding or Detached Garage 73.50 Each Swimming Pool or Hot Tub 110.30 ii<16 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.C. RCW Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications, Signature of owner, electrical contractor or electrical adminletrator. Cosh Check X Credll Cord N dediegibeIC Oared: 1 6 -10/0 0110112010 PREPARED 12/20/10 9 23 05 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/20/10 ADDRESS 1119 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER LISA BROTHERS PHONE PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 12/09/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 12/10/10 AP December 8 2010 4 46 28 PM 1pangrle BRUCE 912 0079 FOUNDATION FOOTING MORNING December 10 2010 4 21 18 PM jlierly BLDG FOUNDATION STEM WALL TIME 09 00 December 20 2010 9 12 30 AM 1pangrle BRUCE 912 0079 FOUNDATION WALLS (8 FT TALL) MORNING BL2 01 12/20/10 JLL COMMENTS AND NOTES PREPARED 12/09/10 8 09 47 CITY OF PORT ANGELES ADDRESS 1119 VILLAGE PL CONTRACTOR OWNER LISA BROTHERS PARCEL 06 30 13 5 7 0310 0000 APPL NUMBER 10 00000520 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 O1 /10 INSPECTION TICKET INSPECTOR JAMES LIERLY SUBDIV PHONE PHONE BLDG FOUNDATION FOOTING TIME 09 00 December 8 2010 4 46 28 PM 1pangrle BRUCE 912 0079 FOUNDATION FOOTING MORNING COMMENTS AND NOTES PAGE 3 DATE 12/09/10 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1 296 SF SFR, 576 SF GARAGE 40 SF CVRD PORCH Owner LISA BROTHERS PO BOX 3226 PORT ANGELES WA 98362 10 00000520 162080 1119 VILLAGE PL 06 30 13 5 7 0310 0000 RES NEW SFR RESIDENTIAL HIGH DENSITY 127920 Contractor OWNER Structure Information 000 000 1 296 SF SFR 576 SF GAR 40 CVR PORCH Other struct info TOTAL LOT COVERAGE 19 70 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 6774 00 PROPOSED LOT COVERAGE 1336 00 TOTAL LOT COVERAGE 1336 00 NUMBER OF UNITS 1 00 Permit PUBLIC WORKS INSPECTION Additional desc DRIVEWAY INSPECTION Permit pin number 166413 Permit Fee 55 00 Plan Check Fee Issue Date 9/30/10 Valuation Expiration Date 3/29/11 Permit PUBLIC WORKS RES WATER SERV Additional desc 3/4 DROP IN WATER METER Permit pin number 166389 Permit Fee 420 00 Plan Check Fee Issue Date 9/30/10 Valuation Expiration Date 3/29/11 Permit PUBLIC WORKS STORMWATER Additional desc STORMWATER CONNECTION Permit pin number 166397 Permit Fee 135 00 Plan Check Fee Issue Date 9/30/10 Valuation T \Policies \I 102 15 [10/08] Qty Unit Charge Per 1 00 55 0000 HR PW INSPECTION CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Date 9/30/10 0 0 0 Extension 55 00 00 127920 Qty Unit Charge Per Extension 1 00 420 0000 EA PW WATER METER DROP IN 420 00 00 127920 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction 9/› 1 Signature of Contractor or 't'orized Agent Date Signature of Owner (if owner is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 CONSTRUCTION R.W PW ENGINEERING FIRE 417 -4653 FIRE DEPT PLANNING DEPT 417 -4750 PLANNING DEPT BUILDING 417 -4815 BUILDING 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 IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE T \Policies\1102 15 [10/08] Application Number 10 00000520 Application pin number 162080 Expiration Date 3/29/11 T \Policies \1 102 15 10 /08] Qty Unit Charge Per 1 00 135 0000 EA SAN SEW STM CON OTHER Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 1 00 150 0000 EA SAN SEWER HOOKUP CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 SANITARY SEWER HOOK UP Page 2 Date 9/30/10 Extension 135 00 166405 150 00 Plan Check Fee 00 9/30/10 Valuation 127920 3/29/11 Special Notes and Comments May 25 2010 8 46 58 AM rbecker If the fire system is a closed system you will need to install a double check valve assembly If it is an open system you do not have to install a backflow assembly If you have any questions call Ron Becker at 417 4886 or E mail me at rbecker@cityofpa us 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 All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) This project will require seperate permit and fire sprinkler plans for review Call for cover inspection for all sprinkler installations May 25 2010 10 58 10 AM sroberds The proposal will result in a new sfr in the RHD for a total of 20% lot coverage and 27% site coverage No land use issues anticipated Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 48 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is Extension 150 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 CONSTRUCTION R.W PW ENGINEERING FIRE 417 -4653 FIRE DEPT PLANNING DEPT 417 -4750 PLANNING DEPT BUILDING 417 -4815 BUILDING 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 9 CCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE T' \Policies\1102 1 [10/08] Application Number Application pin number Other Fees Fee summary T' \Policies \I 102 15 [10/081 Permit Fee Total Plan Check Total Other Fee Total Grand Total CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000520 162080 Special Notes and Comments required prior to pouring concrete Maintain 7 6 between driveway and side property line RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited 760 00 760 00 00 00 00 00 4734 50 4734 50 00 5494 50 5494 50 00 Page 3 Date 9/30/10 clearence 770 00 1980 00 4 50 1980 00 Due 00 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date 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 BACK -FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 CONSTRUCTION R.W PW ENGINEERING FIRE 417 -4653 FIRE DEPT PLANNING DEPT 417 -4750 PLANNING DEPT BUILDING 417 -4815 BUILDING 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 IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE T ,Policies \1102 1 [10/08] Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1 296 SF SFR 576 SF GARAGE 40 SF CVRD PORCH Owner LISA BROTHERS PO BOX 3226 PORT ANGELES Structure Information 000 000 1 296 SF SFR 576 SF GAR 40 CVR PORCH Other struct info TOTAL LOT COVERAGE 19 70 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 6774 00 PROPOSED LOT COVERAGE 1336 00 TOTAL LOT COVERAGE 1336 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc 1 296 SF SFR 576 SF GARAGE Permit pin number 165969 Permit Fee 1177 05 Issue Date 9/30/10 Valuation Expiration Date 3/29/11 Qty Unit Charge Per BASE FEE 28 00 5 6000 THOU BL -100 001 500K (5 60 PER K) Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 165985 208 05 Plan Check Fee 00 9/30/10 Valuation 0 3/29/11 T Forms /Building Division /Building Permit WA 98362 MECHANICAL PERMIT Qty Unit Charge Per BASE FEE 4 00 7 2500 EA ME VENT FAN (SINGLE DUCT) 1 00 10 6500 EA ME STOVE /FIREPLACE /MISC APP 8 00 14 8000 EA ME HEATER(SUSP /WALL /FLOOR MTD) PLUMBING PERMIT 10 00000520 162080 1119 VILLAGE PL 06 30 13 5 7 0310 0000 RES NEW SFR RESIDENTIAL HIGH DENSITY 127920 Contractor OWNER Plan Check Fee Date 9/30/10 765 08 127920 Extension 1020 25 156 80 Extension 50 00 29 00 10 65 118 40 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 Ague c 111 c eifri b i Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R W PW Engineering Piers Fire Post Holes (Pole Bldgs.) 417 -4653 PLUMBING FINAL Date Accepted by Under Floor Slab 417 -4750 Rough -In Building Water Line (Meter to Bldg) 417 -4815 Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL. FINAL Date Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES. Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping 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 IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. 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 Page Application Number 10 00000520 Date Application pin number 162080 Additional desc Permit pin number 165977 Permit Fee 142 00 Plan Check Fee Issue Date 9/30/10 Valuation Expiration Date 3/29/11 Qty Unit Charge Per BASE FEE 9 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 Special Notes and Comments May 25 2010 8 46 58 AM rbecker If the fire system is a closed system you will need to install a double check valve assembly If it is an open system you do not have to install a backflow assembly If you have any questions call Ron Becker at 417 4886 or E mail me at rbecker @cityofpa us 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 All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) This project will require seperate permit and fire sprinkler plans for review Call for cover inspection for all sprinkler installations May 25 2010 10 58 10 AM sroberds The proposal will result in a new sfr in the RHD for a total of 20W lot coverage and 27% site coverage No land use issues anticipated Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 48 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete Maintain 7 6 clearence between driveway and side property line 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 Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Forms /Building Division /Building Permit 2 9/30/10 00 0 Extension 50 00 63 00 7 00 15 00 7 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R W PW Engineering Piers Fire Post Holes (Pole Bldgs 417 -4653 PLUMBING FINAL Date Accepted by Under Floor Slab 417 -4750 Rough -In Building Water Line (Meter to Bldg) 417 -4815 Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall/ Floor Ceiling MECHANICAL. FINAL Date Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping 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 IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T:Forms /Building Division /Building Permit Application Number Application pin number Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total 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 10 00000520 162080 Page 3 Date 9/30/10 RES UNDERGRND SERVICE FEE 770 00 SEWER SYSTEM DELV CHARGE 1980 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1980 00 Charged Paid Credited Due 1527 10 1527 10 00 00 765 08 765 08 00 00 4734 50 4734 50 00 00 7026 68 7026 68 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Comments FOUNDATION 1 6 i0 3 C.C-- Zp U FR -O(C g. .4 -e,ll fmn cd-icwkwalks $Z.40 -I0PB Footings vire (cVP.�--) IZ. 1 S4 -S Tr,(- Stemwall l l (g,. roundation Drainaf Downspouts 0 1 1 iers Construction Post Holes (Pole Bldgs.) PW Engineering 417 -4831 PLUMBING FINAL Date x Accepted by 71 1 Under Floor Slab Q 1- (R `7 L4._ Rough -In 1- 14-11 I,i "2 1 1 Water Line (Meter to Bldg) (5 1 0-7 1 1 Gas Line Back Flow Water 417 -4750 AIR SEAL. 5 I 12.-I Building Walls Ceiling 7 -2-1 1 FRAMING. 2_4- 11 ZL[.-- 5_3- 1 k r ,nir► j 3 L.c— Joists Girders Under Floor (Shear VV_AD Hold Downs '2.- 2tj_1) 3 7 1 Walls Roof Ceiling Drywall (Interior Braced Panel Only) 5 -11 -1( c5'1,1.. T -Bar INSULATION. 5 5 -11 1 Slab Wall Floor Ceiling MECHANICAL. r FINAL Date -71 Accepted by L.1.- Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts Commercial MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Landscaping Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 7 -2-1 1 3 1.4, PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping 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 IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T /Building Division /Building Permit N a„acuun K. Summary of Seller's Transaction 100. Gross Amount Due From Borrower r 400. Gross Amount Due To Seller. 101 Contract sales price 58,500.00 401 Contract sales price 102. Personal property 402. Personal property 58,500.00 103 Settlement charges to borrower (line 1400) 2,451.24 403 104 HACC Prints, Engineering, CC, Taxes Permits, Cr Rp 8,933.76 404 105 USDA Construction Holdback 104,100.00 405 Adjustments For Items Paid By Seller In Advance: Adjustments For Items Paid By Seller In 106 City/town taxes to Advance: 406. City/town taxes to 107 County taxes to 407 County taxes to 108. Assessments to 408. Assessments to 109 409 110 410 111 411 112. 412. 113 413 114 414 115 415 116. 416. 120. Gross Amount Due From Borrower. 173,985 00 420. Gross Amount Due To Seller 58,500.00 200. Amounts Paid By Or In Behalf Of Borrower: 500. Reductions In Amount Due To Seller: 201 Deposit or earnest money 10.00 501 Excess deposit (see instructions) 202. Principal, amount of new loan(s) 145,500.00 502. Settlement charges to seller (line 1400) 203 Existing loan(s) taken subject to 503 Existing loan(s) taken subject to 204 504 Payoff 1st Mtg. Ln. 205 505 Payoff 2nd Mtg. Ln. 206. HFT LOAN FUNDS 28,475.00 506. 207 507 208' 508. HACC SHOP 06 -01 15,000.00 209 509 HACC Revolved Funds 43,500.00 Adjustments For Items Unpaid By Seller 210. City/town taxes to Adjustments For Items Unpaid By Seller 510. City/town taxes to 211 County taxes to 511 County taxes to 212. Assessments to 512. Assessments to 213 513. 214 514 215 515 216. 516. 217 517 218. 518. 219 519 220. Total Paid By /For Borrower. 1 73,985 00 520. Total Reductions In Amount Due Seller 58,500 00 300. Cash At Settlement From/To Borrower: 600. Cash At Settlement From/To Seller: 301 Gross amount due from borrower (line 120) 173,985.00 601 Gross amount due to seller (line 420) 58,500.00 58,500.00 302. Less amount paid by /for borrower (line 220) 173,985.00 602. Less reductions in amount due seller (line 520) 303. Cash FROM) ILII'O) Borrower. 0 00 603. Cash (LJI (LJFROM) Seller 0 00 Previous Edition Is tlhcnlete 9i C NOTE. This form is furnished to give you a statement of actual settlement cos marked '(p.o.c.)' were paid outside the closing; they are shown here f D NAME ADDRESS OF BORROWER. E. NAME ADDRESS OF SELLER. F NAME ADDRESS OF LENDER. A. SETTLEMENT STATEMENT (HUD -I) �a► OLYMPIC PENINSULA ---TIt Comp y- TR.5 INSURANCE .ESCROWS G PROPEgTY LOCATION Form No 1581 3/86 Olympic Peninsula Title Company nts paid to and by the settlement agent are shown. 'Items info/ ational purposes and are not included in the totals. Am Lisa Brothers P 0 Box 3226, Port Angeles, WA 98362 Housing Authority of the County of Clallam 2603 S. Francis St., Port Angeles, WA 98362 USDA Rural Development 1601 E. Front St., Ste B, Port Angeles, WA 98362 1119 Village Circle, Port Angeles, WA 98362 H. SETTLEMENT AGENT PLACE OF SETTLEMENT 319 S. Peabody, Suite A, Port Angeles, WA 98362 (360) 457 -4451 1s OMB No. 2502 -0265 B. TYPE OF LOAN I ri FHA 2. N; FNMA 3 E J CONV UNINS. 4 1 VA 5 il CONV INS. 6. FILE NUMBER. 7 LOAN NUMBER 95583 -DS 38721936 8. MORTGAGE INS. CASE NO I. SETTLEMENT DATE 9/28/2010 Final DISBURSEMENT DATE. J. Summer of Rn.. .l m_ 9/28/2010 Page 1 of 3 SB-4- 3538 -000 -I HUD -1 (3 -86) RESPA, HB 4305.2 I'(8 /12 /2010)Linda Pangrle Peninsula Village Ila From 'Sarah Martinez' <smartinez @hacc housing org> To 'Linda Pangrle <Lpangrle @cityofpa.us> Date 8/12/2010 1049 AM Subject: Peninsula Village Ila Thanks! Sarah T Martinez Self Help Group Coordinator/ Loan Packager and Development Assistant Housing Authority of the County of Clallam 2603 S Francis Street Port Angeles, WA 98362 360 452.7631 ext. 22 fax 360 452.9468 Linda Here are the owners of the Peninsula Village IIa group Lot 9 1943 Village Circle, Port Angeles, WA 98362 Jacob Whetham and Emily Hoagland 90 Rhodefer Rd A -303 Sequim, WA 98382 Lot 12 1929 Village Circle Port Angeles WA 98362 Alex and Jillian Anderson 335 Harvel Lane Port Angeles WA 98362 Lot 13 1925 Village Circle Port Angeles WA 98362 Michael Anderson and Mary Loucks 40 Blueberry Place Sequim WA 98382 Lot 31 1119 Village Place Port Angeles, WA 98362 Lisa Brothers 1045 S 3rd Ave 40 Sequim WA 98362 I will send you the other 4 in just a few weeks when all the families have been determined eligible and we are closer to setting a closing, date Page 11 1 City of Port Angeles Building Division 321 E 5 St. Port Angeles, WA 98362 RESIDENTIAL PLAN REVIEW GUIDELINES g 16_ 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 engineering will be needed because of lateral design issues. GENERAL. 1 Final grading of the property must be done prior to final inspection even if owner is doing required retaining walls Occupancy of the home will not be allowed until there are no slopes steeper than 2 units horizontal to 1 unit vertical or retaining walls are in place or an accepted soils report is submitted to the City If a soils report was required initially all requirements of the soils report must be accomplished prior to final inspection including submittal of all field reports 2. Acrylic stucco products have special requirements Verify such with the manufacturer Requirements may include tongue and groove foam board under finish control joints special backing boards (sometimes OSB is NOT allowed) self- furring or furred -out wire or fabric lath and sometimes installation by a certified installer (certified by the manufacturer) Verify any and all requirements of stucco siding or acrylic stucco products NO INSPECTION OF LATH OR STUCCO IS REQUIRED, BUT WRITTEN CERTIFICATION BY A MANUFACTURER'S CERTIFIED INSTALLER MUST BE LEFT AT THE JOB SITE UNTIL FINAL INSPECTION BY THE CITY 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 request 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 conditions) 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 must 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' aff) 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 and 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 R313 1 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 1 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 structure 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 Review Guidelines (Rev 03- 18 -09) Page 2 of 8 b 22. Wood sill plates of all exterior walls interior bearing walls (slab -on- grade) and interior shear walls (slab -on- grade) must be anchored to foundation or slab with 1 /2 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 1 /2 from the ends of the sill plate Each piece of sill plate must have a minimum 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 grade 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 at 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 into the footing There are special blocking requirements if any of these conditions cannot be met (note on the plans!) See R404 1 29 Under -floor pier pads supporting uniform load of wood framed floors shall be 18 "x 18" x 8' (min) Point Toads 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 Guidelines (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 ventilated by openings providing one (1) square foot of vent area per 150 square feet of crawl space area. One such ventilating opening shall be within 3 feet of each corner of the building R408 2 33 A ground cover of 6 mil black polyethylene or approved equal shall be laid over the ground within crawl spaces The ground cover shall be overlapped 12" and extend to the foundation wall WSEC 502.1 6 7 34 The under -floor grade shall be cleaned of all vegetation and organic material All wood forms and construction debris shall be removed prior to final inspection R408 35. Thickened -slab footings must be 12" min 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 count 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 level joists) must meet minimum live bad 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 R301 5 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. Cutting drilling and notching of floor joists shall not exceed the limitations in Figure R502 8 43 Cutting drilling and notching of engineered I- joists shall be in accordance with the manufacturer's specifications R502.8 2 44 All concentrated point loads originating 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 sleepers 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 Guidelines (Rev 03- 18 -09) Page 4 of 8 47 Sawn lumber floor joists shall have 1% (min) bearing and shall lap 3' min at intermediate girders Engineered I 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 joists 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 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 that 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 then your proposed house is IRREGULAR 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 /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 5 of 8 (see p 44 of the 2006 IRC) Rooms 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 braced wall lines 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 The 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 1 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 e 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) 1 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 (3000 pound capacity hold- downs) There are some provisions for plate lines up to 12 feet high see Table R602 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 a detached or attached garage cannot be more than 35 feet apart in either direction or interior braced walls must be provided 62. 1 Floor Conditions Four (4) foot solid 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 Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 6 of 8 N 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) O 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 (3000 pound capacity hold- downs) There are some provisions for plate lines up to 12 feet high see Table R602 10 6 (basically a wider wall 3 -6' min length for 12 feet high) P "Simpson" Brand StrongWalls —this method is still available following all the manufacturer's specifications for connections Q. Entire House Sheathed with OSB or 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! 63 1 Floor Conditions Braced wall (any of the methods listed above) must start at no more than 12 5 feet away from the corner of the braced wall lines and then at every 25 feet (min along the wall line 64 2 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 OSB or 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 1s 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 bearing 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 12 and over DO NOT require ice shield) R905 2 7 1 T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 7 of 8 70 Attic ventilation must be provided at 1/150 of the attic area or 1/300 of the attic area if 50% of the venting can be 3 feet above the eave venting (roof jack vents are 49 sq in. /vent, ridge vents at 12 sq 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' ruin and shall be in hallway or other readily accessible location R807 1 MECHANICAL. 73. Appliances located in a garage or carport shall be protected from damage 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 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 feet and have no sag that exceeds 1 /2 per foot. 79 All exhaust fan ducts shall be connected to the fan housing and termination fittings with a minimum of 3 sheet metal screws and be sealed with approved tape or mastic 80 Exhaust fans required 50 cfm in bathrooms 100 cfm in kitchen 50 cfm min in laundry room and one fan sized for whole -house ventilation 302 2 2 WSVIAQ 81 Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom 82. Water heaters must be secured to 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 1/4 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 Tess than Pex type is a coil material and is not allowed for this application T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 8 of 8 COMMENTS ASSOCIATES INCORPORATED DATE., July 15, 2010 Job No 10138 TO City of Port Angeles ATTN Building Permit Office (Linda) FROM. Chris Hartman We are transmitting the following item. Attached ❑Hand- carried OUnder Separate Cover OFAX. PROJECT Lot 31 Peninsula Village 1119 Vi Ilai3e. Pled. 1 6 -Sao COPIES 2 PAGES 6 DESCRIPTION Drainage Plan and Calcs Attached are (2) copies of the drainage plans and calculations for Building Permit 10- 520 i/ e j-5 of 02 bh9 i n a lS 10e f v Eri‘GW_ 7/ CIVIL ENGINEERING LAND SURVEYING 301 East 6th Street, Suite 1 Port Angeles, Washington 98362 (360) 417-0501 FAX (360) 417 -0514 E -mail: zenovic ©olympus.net PORT ANGELES DRAINAGE DESIGN 71 j i PROJECT Peninsula Village Per p Ca1I w i Tr&cj Gvdgel LOCATION 2603 S. Francis St. I l t k v Urge pi w�e is .44,e PARCEL NO 063013570320, 570310 Co rve-rgi (v+±e� )o -5Zo Mean Recurrence Interval Rainfall Duration (T) Design City 1= m= n= Years Minutes 0.711 Inches /Hour m/(TAn) 4.310 0.530 BEFORE DEVELOPMENT TOTALS INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) RUNOFF AREA ACRE COEFF SQ. FT A 'C' 03098 r 13494 0.3098 Q =C *I *A 0.033 0.033 CFS AFTER DEVELOPMENT CONTROLLED RUNOFF AREA TOTALS 13494 INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) INCREASE IN SITE RUNOFF ALLOWABLE INCREASE 1 House 2 Driveway 3 Deck 4 Lawn 5 Wooded @2 10% AREA ACRE SQ. FT A '1 0.0696 0.0263 0.0033 0.0511 0.1595 0.3098 REQUIRED ON SITE RETENTION /DISPOSAL REQUIRED VOLUME FOR 30 MIN. STORM AREA 0.0696 0.0263 0.0033 0.0511 0.1595 MINIMUM CONTROLLED R.O REQ'D DETENTION /DISPOSAL CONTROL ZENOVIC ASSOCIATES 301 EAST 6TH STREET SUITE 1 PORT ANGELES, WA 98362 DATE. 7/6/2010 JOB NO. 10052 AUTHOR: Kurt Lawler RUNOFF COEFF 'C' Q =C *I *A 0.045 0.017 0.002 0.005 0.017 0.086 CFS 0.053 CFS 0.003 CFS 0.0496 CFS 89.2 CU FT R.O CONTROLLED FACTOR RUNOFF 0.900 0.0445 0.900 0.0084 0.900 0.0000 0 150 0.0000 0.150 0.0000 0.0529 CFS —OK 0.0529 CFS RECEIVED JUL 152010 CITY OF PORT ANGLES BUILDING DIVISION 10146 -RATI ONAL.xlsile Page 1 of 2 (2Y) INTENSITY PORT ANGELES DRAINAGE DESIGN PROJECT Peninsula Village LOCATION 2603 S. Francis St. PARCEL NO 063013570320, 570310 Mean Recurrence Interval Rainfall Duration (T) Design City I= m= n= Years Minutes 1.207 Inches /Hour m /(T ^n) 7.370 0.532 BEFORE DEVELOPMENT 1 ie-- TOTALS INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) RUNOFF AREA ACRE COEFF* SQ. FT A 'C' Q =C *I *A 0.3098 5 5 0.062 13494 0.3098 0.062 CFS AFTER DEVELOPMENT CONTROLLED RUNOFF AREA INCREASE IN SITE RUNOFF ALLOWABLE INCREASE 1 House 2 Driveway 3 Deck 4 Lawn 5 Wooded @2 -10% TOTALS 13494 INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) �T7 MINIMUM CONTROLLED R.O REQ'D DETENTION /DISPOSAL AREA ACRE SQ. FT A en 0.0696 0.0263 0.0033 0.0511 0.1595 0.3098 REQUIRED ON SITE RETENTION /DISPOSAL REQUIRED VOLUME FOR 30 MIN. STORM AREA CONTROL 0.0696 0.0263 0.0033 0.0511 0.1595 ZENOVIC ASSOCIATES 301 EAST 6TH STREET SUITE 1 PORT ANGELES, WA 98362 DATE. 6/10/2010 JOB NO 10146 AUTHOR: Kurt Lawler RUNOFF COEFF 'C' Yea Q =C *I *A 0.076 0.029 0.004 0.010 0.032 0.150 CFS 0.0899 CFS —OK 0.088 CFS 0.006 CFS 0.082 CFS 147.3 CU. FT R.O CONTROLLED FACTOR RUNOFF 0.900 0.0756 0.900 0.0143 0.900 0.0000 0:165 0.0000 0.165 0.0000 0.0899 CFS 10146 RATIONAL.xls Page 1 of 1 (25Y) Intensity DETENTION TRENCH CALCULATIONS TRENCH DIMENSIONS WIDTH DEPTH ROCK VOID RATIO PIPE DIAMETER ROCK VOID AREA /L.F 4 966 SQ. FT PIPE VOID AREA L.F 0 087 TOTAL VOID AREA PER L.F 5 053 SQ. FT ESTIMATED TRENCH LENGTH 32.0 FT USE ry" FT 2 YEAR CONTROLLED VOLUME 95.291 CU FT 25 YEAR CONTROLLED VOLUME 161 842 CU FT TRENCH SECTION PERF PIPE aimi 451 INFILTRATION 32' ION TRE NC H; a� IRTREH; SEE DETAIL B/2 APPROX. 70 L.F OF SILTATION FENCE, SEE DETAIL A/2 CONNECT TY 1 CB TO INFILTRATION TRENCH WITH 4 PVC PIPE, SEE DETAIL B/3 SITE PLAN Scale 1 20' 0 20' 40' 60' 4" DOWNSPOUT TIGHTLINES (TYP MI PROPOSED HOME 1332 S.F L ji 90± Recewedl JUL 15 2010 CITY DIVISION ES \0 2c) LEGEND. EXISTING PROPERTY LINE EXISTING EASEMENT BUILDING SETBACK LINES EXISTING RIGHT OF WAY LINE EXISTING DOMESTIC WATER LINE EXISTING DOMESTIC WATER LINE PROPOSED SILTATION FENCE PROPOSED BUILDING PROPOSED ROOF LINE PROPOSED STORM DRAIN LINE IIIIII11IIIIIIIIIIIIII1 BASIN BOUNDARY EXISTING CENTERLINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVED DRIVEWAY VI /1 /1 /111 --0 WATER METER PROPOSED PAVED DRIVEWAY EXISTING PAVED ROAD UTILITY EASEMENT DIRECTION OF SLOPE PROPOSED TYPE 1 CB O SANITARY SEWER MANHOLE I VALVE TRANSFORMER —0 BLOWOFF VALVE 1- SCALE. 1 20' DATE. FILE. JOB NO: 7/15/2010 146E -1 10146 SHEET 1 OF 2 lc2 z N z N i III =III r i "44.- `i •T•;•;.• i �i i i 4 i 4' r i �`i� C 111= 111 =111 =1 I I 11 1 1 1 1 1 1 1 BURY BOTTOM OF SILTATION FENCE IN 4" WIDE X 4 DEEP TRENCH; BACKFILL WITH NATIVE SOIL OR r -1 WASHED GRAVEL 3 LONG INFILTRATION TRE' I; TRENCH BOTTOM AAM PIPE TO BE LEVEL EXISTING GROUND 'y DRAIN ROCK :v//://.4"/ .///s INSTALL 2" X 2" X 48" WOOD STAKES AT 6' O.C. MAX. (8' MAX. WITH WIRE BACKING) 2L AA111 SILTATION FENCE (PERMA -TEX SILT FENCE OR EQUIVALENT) I -111=iii- iii11r 11 111= 111- 111 =111- 111 =1 I ORIGINAL GROUND A SILTATION FENCE DETAILS 2 Scale NTS FINISHED GRADE UP OF TRENCH ON DOWNHILL SIDE TO BE RUN LEVEL FOR ENTIRE LENGTH OF TRENCH TO EVENLY DISPERSE OVERFLOW FILL AS NECCESSARY TO PROVIDE 2% MIN. SLOPE ON DOWNHILL SIDE TO PAVEMENT 4 "0 PERFORATED HDPE PIPE B INFILTRATION TRENCH SECTION 2 Scale NTS WRAP SILTATION FENCE ALONG BOTTOM AND BACK SIDE OF TRENCH AS SHOWN 2" X 2" WOOD STAKE SILTATION FENCE Mjgj*jC A NATIVE SOIL BACKFILL OR ��7 WASHED GRAVEL EROSION CONTROL NOTES. OUTLET PIPE SIZE NOTED ON PLANS 1 ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, VOLUME II, CONSTRUCTION STORMWATER POLLUTION PREVENTION, FEBRUARY 2005, DOE 05 -10 -30 2. ALL DISTURBED AREAS, EXCEPT THOSE ON WHICH ACTIVE CONSTRUCTION IS TAKING PLACE, SHALL BE EITHER SEEDED AND MULCHED OR PROTECTED WITH APPROPRIATE PLASTIC SHEETING WITHIN 2 DAYS OF DISTURBANCE BETWEEN OCTOBER 1 AND APRIL 30 AND WITHIN 7 DAYS BETWEEN MAY 1 AND SEPTEMBER 30. 3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED MONTHLY AND AFTER MAJOR STORM EVENTS. ANY DEFICIENCIES SHALL BE REPAIRED IMMEDIATELY 4 ANY MUD THAT IS CARRIED OFFSITE BY VEHICLE WHEELS AND DEPOSITED ON PUBUC ROADWAYS SHALL BE CLEANED UP IMMEDIATELY 5. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES. 6. STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND APPROVED PRIOR TO SITE GRADING AND /OR FOUNDATION EXCAVATION. INV OUT J U FINISHED GRADE CAST IRON GRATE 1 7 TYPE 50 AREA DRAIN GROUT COLLAR TYPICAL AT ALL PIPE PENETRATIONS OIL AND SILT CONTROL TEE ON OUTLET PIPE TYPE 50 AREA DRAIN IN DRIVEWAY Scale NTS DRAINAGE NOTES. 1 ALL CONSTRUCTION SHALL CONFORM WITH THESE PLANS AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY UTILITY LOCATOR SERVICE AND ARRANGE FOR FIELD LOCATION AND MARKING OF ALL UNDERGROUND UTILITIES IN AFFECTED AREAS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAIN PIPING SHALL BE PVC. ALL STORM DRAIN PIPING IN TRAFFIC AREAS SHALL BE SDR35 PIPE CONFORMING WITH ASTM SPECIFICATION D3034 4 FINAL ELEVATIONS, GRADES, AND ACTUAL PIPE LOCATIONS ARE TO BE DETERMINED BY OTHERS SUCH THAT THE FINAL ELEVATIONS AND DRAINAGE PATTERNS CONFORM WITH THE PLAN AND DETAILS HEREON. ANY CHANGES MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 5. THIS DRAINAGE SYSTEM MUST BE INSPECTED AND CERTIFIED TO THE COUNTY BY THE ENGINEER. CONTACT ZENOVIC ASSOCIATES, INC. AT LEAST 48 HOURS PRIOR TO THE TIME OF INSPECTION. H SCALE. DATES FILE. JOB NO: SHEET NTS z W J U 7/15/2010 146E -1 10146 2 OF 2 isz z� N CA N 3 Z vi U LI Q 2 vi a J K1 CO 0 6G)ri2r ter CoU pURT4. Applicant G.r S q 5 ro 5 t Cr Pho i-11 2,4`3 -.v.1` Property Owner r g q (f" c Phone 9 1 Z o 019 '(S e_ Property Owner's Address pp sox 322 PA 1 w pt- 1 836 a Contractor O j v.-e.0 I 13 u1/4;1 dLcC- PYfone Contractor's Address License P ROJECT ADDRESS t (t cc v i L i a Parcel Number 0 to 3o (3r 51 0 5 1 0 Pt ct... C-e Lot 3) Zoning F� Q Residential e cLvv■. Multi family Commercial Industrial c 2 0.e Lj L Rro rs s Project Type Brief Description. Check all that apply New Construction Addition LA Ins, 9 e— Y Remodel Repair Demolition Re -roof House rfsgarage other tear off re -roof lay over one layer Heat System Heat pump wood- burning stove gas fireplace pellet stove other Other Floor Areas Basement 1 Floor 2 Floor 3 Floor webs�f�- 5IL1 /to Housify A of ciedtam 5 F%A 8362 01.0 BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Existing (sq. ft.) Proposed (sq. ft.) to-t to' Garage �e Carport Covered Porch Deck Shed Other p e Total footprint of structures 1 sq ft. T Lot size k7 7 r-f sq ft. Lot coverage `Ct 1: Site Coverage the amount of impervious surface on a parcel including structures paved driveways sidewalks, patios and other impervious surfaces (see PAMC 17 94 135 for exemptions) Site coverage 2_7 Max. height of proposed structures Z. ft. Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? Date (8 O Print Name q,2� T Forms /Building Division /Building permit applicati n "10 Expires Occupancy group Occupant load Construction type O Signature E -mail TOTAL VALUATION I have read and completed this application and know it to be true and correct. I am authorized that it is my responsibility to determine what permits are required, and to obtain permits prio For City Use Only' Date Received 5—I$ -(0 Permit Date Approved per sq ft. of bedrooms of full baths of half baths 1 d j o. oc t' 7 Z8c le c13 12` v for this permi/:n. understand on projects. Option .~1 Glazing:• :Area: %o €of =r' 4,Factdr. :Door U Ceilin, 9 a Vulted; Wall Above Now "nterior I Wall' Exterior. Floor C SIa6`on Veitical: b ;;Overhead_; Floor; -Factor Ceiling' :Grade, Below Grade- Below ,Grade a Concrete Unlimited Group R 3 IV and R -4 0 35 0.58 0.20 R -38 R 30 R 21 R 21 R 10 R -30 R 10 Occupancies Only CITY GOVERNMENT Lot: 3 1 Address C I1 a' (1 r 1l0. f I o, City. t State O Zip c d'3 (o Contact: F--o t Phone 4 rn vz -`15 `j' 1 Z ©a1 9 Phone 2 FAX Type of Heat Source: L 1 tJ Site Information. T Forms /Building Division /Prescriptive Approach Simple Form PRESCRIPTIVE APPROACH SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Building Department Use Only. Permit I o 5 Notes Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) This Project complies with the following. The project is a single -family residence or duplex. The project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed above The project will meet all other provisions of the WSEC and VIAQ The Project will take advantage of the following exceptions to the prescriptive option. 02.6 Exception 2. One unlabeled or untested exterior swinging door 24 sq ft. or less, may be installed per unit for ornamental, security or architectural purposes Location of the door taking this exception. ton ok oo C 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 4(f mil' S" w �13 58' m I 1 HOJ Ft� 443 5 iii�i� ,I FFP 3 L eia ji {DO Imo' Ol' L o I J 11'1 V L L/ ,PT GOD 141 4M 14- -13 X5'10 ID PPNI`f-aJ 1- VI LtAc Lo r 3 La T 0174! 3 ....2_032 2 -.4p b-' 70 =\on Applicant Information Permanent service. Name and address of party responsible for permanent service billing? Name i i>dt f3 ro --L` 5 Street: I p 4 5 5 1r pu-t_ LA O City I State ZIP' C,., et u, �Q` RA 3 14 I Daytime Phone Home Phone Contact Information Site contact: (if other n above) Name ,_-e- h 5- e. o Q r Title C->+ s r Daytime Phone 4 i (.2..4-5 ct t2,-0 co 1 Contractor Name C_ c— Company' Daytime Phone 9 55'2 r''1C 5 1 Electrician Name Company. Daytime Phone Excavator Name Company Daytime Phone rroject`Type rat. Ingle- family residence Commercial Overhead service Underground service Existing g ew Multi-family residence of units Subdivision of lots General service Other Project" Information' Description of work: VtCJ 5 k -c w' Street address lot number 11 1 1 1 i 1 ei T s� L`or\ j Nearest cross street Desired connection date Electrical transformer serving property is on a pole on the ground Eleetncal'Load oUs� 5 s4 G VIA sq ft. N Main disconnect size J amps Total square footage Volta a 20/240 1 ph 120/208 3ph ❑277/480 3ph g ❑120/240 3ph 0480 3W 3ph Other Check all that apply No Load Change "25 residential loads (Lighting refrigerator dishwasher washer) A/C ton) Range /Oven Hot Tub ''Clothes Dryer '.Heating Pumps Hp) ?}Water Heater Elevator Hp) Other Supporting .Documentation 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 a o a motors over .0 Applicant's Signature �,4, P Date 6 O Please complete and return to Public Works Utilities Department MAIL OR DELIVER COMPLET FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 -4711 Information form xis N' \PVC'KS \L.IGHT \ENGR'#Gri final \irdurrnalien form Electrical Information Form Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 WS WF Re .ed i 1 r {?(.i tillage Cir 350 ipx 23 22 21 20 19 18 17 16 15 2P 9E 11 P C-271 100A c/o 0 0 0 Ldb 11•211.4•10•••••••••••■• INIIVIMPOPS710.1.0•LNI LOALCN 2"PVC 24 14 1,3 12 11 10 Clal}am County Assessor Treasurer Property Details 66763 HOUSING AUTHORIT Page 1 of 3 Clailam County Assessor Treasurer Property Search Results 66763 HOUSING AUTHORITY OF CLALLAM for Year 2010 2011 Account Property ID Taxes and Assessments Due Property Tax Information as of 05/21/2010 Amount Due if Paid on E. Statement Year ID Taxing Jurisdiction 2010 48796 ST SCH STATE SCHOOL 2010 8796 CC-GEN COUNTY 2010 48796 PORT PORT 2010 48796 PORT PORT ANGELES 2010 48796 SD #121 G�M��L DISTRICT #1o1 12010 48796 NTH 0cYus NORTH OLYMPIC U8RARY Exemptions. 66783 Legal Description PENINSULA VILLAGE Vi 5 PO LOT 81 SURVEY V68 Geographic ID 0630135703100000 Agent Code Type. Real Tax Area. 0010 PA 121 PORT ST CNTY H2 L Land Use Code 97 Open Space N DFL m Historic Property N Remodel Property N Multi-Family Redevelopment: N Location Address: 1119 VILLAGE PL Mapsco PORT ANGELES WA Neighborhood: Exempt All Exmpt Reference Map ID Neighborhood CD 50110080 Owner Name HOUSING AUTHORITY OF CLALLAM Owner ID 31369 Mailing Address: 2UO38 FRANCIS GT Ownership 100 0000000000% PORT ANGELES WA 98362-6710 EX +not 'Second Half !Half Base Base I Base !Due Due !Penalty Interest Paid Due $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 $0 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $O UV �0OO $UOU $VOU $6 $0 60 2010 48796 HOSP #2 $0 00 010 48796 wGMsTPuo|8T vmLLwMSHORE MBP�mo|GT $0 00 $0 00 $0 00 $0 00 $0 00 $0 Lm1n4u79O FIRE_PATROL FIRE PATROL $17 40 $oO� OU 2O1n 48796 RRE_P�TmV� r|�sPxT�O� �174O $0 00 $uOO $0 00 $17 4U $0 00 2010 48796 WEED CONTROL $1 63 $0 00 $0 00 ��03 $0 00 —IC) 2010 48796 FP Fee RRE��OLCOUNTY FEE $0 50 $0 50 $0 60 2010 48796 TOTAL. $19.53 $0.00 $000 $0.00 $19.53 $Vo0 2009 667632008 ST SCH STATE SCHOOL $0 $0 00 $0 00 $0 00 $0 00 $0 00 2003 0O7V32V0V C{�GsN COUNTY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 O 12009 007633008 _PORT PORT RT $OOO $OOO $OOO $0 00 $UUV $0 00 uVV9 667682008 PORT ANG PORT ANGELES $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 ��9 667632008 D#121 SCHOOL DISTRICT $VOO $0 00 $0 00 $0 $0 $0 00 V cVOg 667632008 NTH OLY LIB NORTH $0 00 $O n� $0 $0 $0 O _,,,$0 }ttp.//vpn.o}al|am.net'0U# ea .aspx?ci ear=20 d=66 5/21/200 L rnsv19( PtetA" I I Ve 0 22-- 4-4401-1-ked 132- -thectci(i 3,f1C` ii0Gon 4 4- 4,131 l‘o 09) 168 I p-q 7 06 /1- /32 20 621 1'1 tiY 4qS1p 1e4 wic61- t Oted 4Zeo 7 1(S /L OB SOTitgiek .0.4, 2s ;MY er 6 (1q 5.60) /573Ca3 cpA a/z (io)-t- (i0) -t 3(1 5) T- 2CoSic?‘ 26QT 3,f7S /crig? 1 41- cp /VI ci 3I5 4 -Wszs e-073 Gust1 'For rigid structures (Nat Freq 1 Hz) use 0.85 1 0.851 Gust FaCtoliCategorrit'Rigid4teticttirek Zm Zmin 15.00 ft IZm Cc (331z)^0.167 0.2281 Lzm 1*(zm/33)^Epsilon 427 06 ft Q (1/(1+0.631(Min(B,L)+Ht)/Lzmr0.63))^0.5 0.9323 Gust2 0.9251(1+1 7*Izm*3 4*Q)Io +1 7* 3. 4 *Izm)) 0.8894 WINDO2 v2-03 Detailed Wind Load Design (Method 2) per ASCE 7-02 Description: 07024 OMAN N Analysis by SRH :.:14 Structure Type Basic Wind Speed (V) Struc Category (I, II, Ill, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Building 100 1 40 18.4 Gabled 0.85 18.00 22.00 20.00 24 00 54.00 mph Hz 12 Deg ft ft ft ft ft Type of Structure Height/Least Horizontal Dim 0.83 Flexible Structure No Copyright 2005 ,7 :alcusa tetRarame Importance Factor 1 Non-Hurricane, Hurricane (v=85-100 mph) Alaska Table 6-2 Values Alpha zg At Bt Bm Cc 1= Epsilon Zmin 9.500 900.000 0.105 1 000 0.650 0.200 500.00 0.200 15.00 ft ft :Gust r- "'•e" G 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Flo 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Open Buildings Partially Enclosed Buildings Enclosed Buildings Gc Max Max 0 00 0.55 0.18 0.00 -0.55 -0.18 !Enclosed Buildings 0.18 -0.18 I www.mecaenterprises.com 12/17/2009 Page No. 1 of 4 Elev Kz Kzt qz Pressure (Ib/ft ^2) Windward Wall* 0 Kht IbIft ^2 +GCpi p 22 0.92 1 00 20.02 10 08 7 15 20 0.90 100 19.63 9.81 16.88 18 0.88 1.00 1919 9.52 16.58 15 0.85 100 18.47 9.03 16.09 ,Variable; Formula;_, 'Value .unFfs° Kh 2.01 *(Ht /zg) ^(2/Alpha) 0.90 Kht Topographic factor (Fig 6-4) 1 00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 19.63 psf Khcc Comp Clad: Table 6-3 Case 1 0 90 Qhcc .00256*VA2*I*Khcc*Kht*Kd 19.63 psf Roofs Pressure. Coefficients `Cp> Roof Area (sq. ft.) Reduction Factor I 1.00 Copyright 2005 B WINDO2 v2-03 Detailed Wind Load Design (Method 2) per ASCE 7 -02 6.5.12.2.1 Design Wind Pressure Buildings of All Heights Figure 64 External Pressure Coefficients, CO Loads on Main Wind -Force Resisting Systems (Method 2) I Wall _£Piressurel Coefficients, r Cp'_ Surface I Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Calculations _for Wind Norna(=to 2A >ft:Face Additional Runs may be-regg for other wind directions: ressU, Pl, Leeward Walls (Wind Dir Normal to 24 ft wall) Leeward Walls (Wind Dir Normal to 54 ft wall) Side Walls -0.29 -0.50 -0.70 -8.33 -11.87 -15.21 Roof Wind Normal to Ridge (Theta =10) for Wind Normal to 24 ft face indward Min Cp indward Max Cp Leeward Normal to Ridge -0.43 0.04 -0.57 www.mecaenterprises.com -10.64 -2.80 -13.02 -3.5 12/17/2009 Page No. 2 of 4 Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpi qh (pst) Min P (isf) Max P (psf) 1 0.52 0.18 -0.18 19.63 6.60 13.67 2 -0.69 0.18 -0 18 19.63 -17 07 10.01 3 -0 47 0.18 -0.18 19.63 12.73 -5.66 4 -0.42 0.18 -0.18 19.63 -11.68 -4.62 5 -0.45 0.18 -018 19.63 -12.36 -5.30 6 -0.45 0.18 -018 19.63 -12.36 -5.30 1E 0.78 0.18 -0.18 19.63 11 78 18.84 2E -1 07 0.18 -0.18 19.63 -24.53 -17 47 3E -0.67 0.18 -0.18 19.63 -16.75 -9.68 4E -0.62 0.18 -0.18 19.63 -15.66 -8.60 Copyright 2005 WINDO2 v2 -03 Detailed Wind Load Design (Method 2) per ASCE 7 -02 verhang Top (Windward) -0 43 710 Overhang Top (Leeward) -0.57 -9 49 Overhang Bottom (Applicable on Windward only) 0.80 13.05 Roof Wind Parallel to Ridge (All Theta) for Wind Normal to 54 ft face Dist from Windward Edge: 0 ft to 40 ft Max Cp Dist from Windward Edge: 0 ft to 10 ft Min Cp Dist from Windward Edge: 10 ft to 20 ft Min Cp Dist from Windward Edge: 20 ft to 24 ft Min Cp -0.18 -0 90 -0.77 -0.63 -6.54 18.55 -16.32 14 10 0.53 -11 48 -9.26 -7 03 Kh Kht Qh Theta Horizontal distance from windward edge Figure 6 -10 External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht 60 ft 2.01 *(Ht/zg) ^(2/Alpha) Topographic factor (Fig 6-2) 0.00256*(V)A2*ImpFac*Kh*Kht*Kd Angle of Roof 0.90 1 00 19 63 18.4 Deg Omar cater Transverse Direction Longitudinal Direction Torsional Load Cases p qn (GCpf GCpi www.mecaenterprises.com -7 10 -9 49 13.05 12/17/2009 Page No. 3 of 4 INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH SERVICE ROUGH IN FINAL COMMENTS Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application desc Temp pole Owner LISA BROTHERS PO BOX 3226 PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Fee Total Plan Check Total Grand Total WA 98362 Fee summary Charged 179408 92 70 12/23/10 6/21/11 92 70 00 92 70 Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 10 00001491 638164 1119 VILLAGE PL 06 30 13 5 7 0 10 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 0 Paid Contractor PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION OLYMPIC WIRING INC 9601 PROVOST ROAD NW SILVERDALE (360) 692 0134 ELECTRICAL TEMPORARY SERVICE 92 70 00 92 70 Plan Check Fee Valuation Qty Unit Charge Per 1 00 92 7000 ECH EL TEMP SRV 0 200 SRV FDR Credited 00 00 00 Date 12/23/10 WA 98383 36o a9 z 314o Due 0 0 0 Extension 92 70 00 00 00 REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) Date. DEC -22 -2010 03 23P FROM OLYMPIC WIRING C360)692-3680 EtSI CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph (360) 417 -4735 Fax: (360) 417 -4711 Date: t 22 1.0 1 2 Single Family Dwelling REC DEC 2 3 2 010 ELECTRICAL INSPECTIONS Multi Family or Commercial' Commercial Addition Alteration Remodel Repair' Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Lo 'T 31 Job Address: C t A, 5 Building Square Footage: Descriptor' of above Owner Information Name: law$tvt Au+Inar14 oCC(n�r% Co Malting Address: 21. Q3 F RA N d. t S q. 3 L 2 City: pt AngtAe c Sir- leak phone9 42 S. 7111 I Fax License Exp )tern Unit Charge 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 WI Service Feeder 2.60 Branch Circuit WI0 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. ServlcelFeeder 601 1000 Amp 167.90 Portal to Portal Hourly 95.90 Sign /Outline lighting 88.20 Signal CIrculU Limited Energy First 1500 sf Commercial 95.90 Note: $5.00 for each additional 1500 sf Signal ClrculU Limited Energy 1 2 Family Dwelling 63.90 Signal ClrculU Limited Energy Multi- Family Dwelling 63,90 Manufactured Home Connection 119.90 Renewable Electrical Energy 5KVA System or Less 102.30 Thermostat 56.00 r1EW CONSTRUCTION ONLY:. 11030 First 1300 Square Fl. Each Additional 500 Square FL or Portion of 35.20 Each Outbuilding or Detached Garage 73.50 Each Swimming Pool or Hot Tub $110.30 Contractor Information Name: bLyH1PIL W IR.1NC* 2NG Mailing Address: cl Lint l' RouosT RP t4 tAJ City :SILVIERDAtF Stale: WA Zip: 4 g3 R% Phone3to 1.1101 Fax: MA 1.12. 34. TO License #!Exp. oLyr+PWISI R.0 gly P 1 Total (Qty Multiplied by NOTE rroc- R Z.�1st't� noV 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 sald property Is for sale, rent or lease. Permit expires alter six months of last inspection. Alter reading the above statement, I hereby certify that I em 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.C. RCW Chapter 19.28, WAC. Chapter 296-46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator Cosh Check Z Credit Card ON F /GE oared: 2 2Z 0110112010