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HomeMy WebLinkAbout1123 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 PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/27/11 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10- 00000510 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 31 06 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 31 19 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 39 47 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 43 41 PM 1pangrle BRUCE 912 0079 IBWP May 19 2011 4 49 22 PM jlierly PW99 01 7/19/11 RV PUBLIC WORKS FINAL 7/19/11 AP July 20 2011 7 18 04 AM rvess July 20 2011 7 18 21 AM rvess BL99 01 7/27/11 BLDG FINAL July 26 2011 9 35 54 AM 1pangrle BRUCE 912 0079 BUILDING FINAL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED FFSULT RESULTS /COMMENTS ME99 01 7/27/11 PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS MECHANICAL FINAL July 26 2011 9 36 09 AM 1pangrle BRUCE 912 0079 MECHANICAL FINAL PL6 01 1/07/11 PB PLUMBING WATER SUPPLY TIME 01 00 1/07/11 AP January 6 2011 3 55 10 PM 1pangrle BRUCE 912 0079 CONTINUED ONTO NEXT PAGE PREPARED 7/27/11 8 10 52 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/27/11 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 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 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 24 13 AM 1pangrle BRUCE 912 0079 UNDERSLAB PLUMBING MORNING January 18 2011 4 00 11 PM jlierly PLUMBING ROUGH IN April 14 2011 9 29 59 AM 1pangrle JOHN 460 6902 PLUMBING ROUGH IN April 15 2011 8 48 33 AM pbarthol PLUMBING FINAL July 26 2011 9 36 29 AM 1pangrle BRUCE 912 0079 PLUMBING FINAL COMMENTS AND NOTES PREPARED 5/17/11 8 24 45 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/17/11 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 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 31 06 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 31 19 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 39 47 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 May 16 2011 4 43 41 PM 1pangrle BRUCE 912 0079 IBWP COMMENTS AND NOTES PREPARED 5/05/11 8 41 35 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/05/11 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BAIR 01 5/03/11 JLL 5/03/11 AP BL3 02 5/03/11 JLL 5/03/11 AP BLI 01 5/05/11 BRUCE 912 0079 EXTERIOR SHEARWALL March 24 2011 4 27 26 PM jlierly BLDG AIR SEAL May 2 2011 8 31 06 AM 1pangrle BRUCE 912 0079 AIRSEAL May 3 2011 4 39 08 PM jlierly BLDG FRAMING May 2 2011 8 31 19 AM 1pangrle BRUCE 912 0079 FRAMING May 3 2011 4 39 08 PM jlierly BLDG INSULATION May 5 2011 8 39 47 AM 1pangrle BRUCE 912 0079 INSULATION WALLS PARTIAL UNDERFLOOR OF GARAGE COMMENTS AND NOTES PREPARED 5/03/11 8 24 17 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 1123 VILLAGE PL CONTRACTOR OWNER DARCI A MCCABE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 RES NEW SFR REQUESTED TYP /SQ COMPLETED BAIR 01 5/03/11 BL3 02 5/03/11 r/ INSP DESCRIPTION RESULT RESULTS /COMMENTS INSPECTION TICKET BRUCE 912 0079 EXTERIOR SHEARWALL March 24 2011 4 27 BLDG AIR SEAL May 2 2011 8 31 06 BRUCE 912 0079 AIRSEAL BLDG FRAMING May 2 2011 8 31 19 BRUCE 912 0079 FRAMING SUBDIV PHONE PHONE COMMENTS AND NOTES 26 PM jlierly AM 1pangrle AM 1pahgrle PAGE 2 DATE 5/03/11 PREPARED 4/14/11 9 31 00 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/14/11 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 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 55 10 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 24 13 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 59 AM 1pangrle JOHN 460 6902 PLUMBING 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 11 00000277 562518 1123 VILLAGE PL 06 30 13 5 7 0320 0000 DARCI A MCCABE FIRE SPRINKLER SYSTEM RESIDENTIAL HIGH DENSITY 2000 Contractor DARCI A MCCABE INNOVATED FIRE SPRINKLERS 2624 S FRANCIS ST 81 NEW HAVEN LANE PORT ANGELES WA 98362 PORT ANGELES (360) 452 3758 (360) 452 7583 Structure Information 000 000 FIRE SPRINKLER SYSTEM Permit FIRE SPRINKLER RESIDENTIAL Additional desc FIRE SPRINKLER SYSTEM Permit pin number 183160 Permit Fee 00 Plan Check Fee 00 Issue Date 4/04/11 Valuation 2000 Expiration Date 10 /01 /11 Special Notes and Comments A full acceptance test will be required for the fire sprinkler system Fee summary Permit Fee Total Plan Check Total Grand Total Charged Paid CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5' Street, Port Angeles, WA 98362 00 00 00 00 00 00 00 00 00 Date 4/04/11 Credited Due WA 98362 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compied with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. /2 t g-J2 9-- `7' 4i/ Signature of Contractor or Autlrized Agent Date Signature of Owner (if Owner is builder) Date Call 360 -417 -4655 for fire inspections. Please provide a minimum 24 -hour notice It is unlawful to cover insulate or conceal any work before inspected and accepted. Post permit in a conspicuous location. Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS FIRE PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE UNDERGROUND STORAGE TANK (UST) ABANDONMENT Date Passed I Comments 1-1Z- I I I<D Completed by Contractor- Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated 2/15/00 psi psi 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 vi c Q Q 7TCt Q y Owner `0 A_Mc_ CC c, b-Q .i Owner's Address a CO2'-( Sa />'v c;s S fi Contractor /Engineer /l/i(/Ou/47S 1 E 56 /NKi,j Phone Contractor /Engineer's Address S/ law /J i/2' L ft License /A/A/ (524 0 Li 4 -/D A Expires PROJECT ADDRESS Parcel Number Project Type Brief Description. Check all that apply yNew Construction Addition Remodel Repair Re -roof Demolition Sign Heat System Other Floor Areas Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Total footprint of structures Max. height of proposed structures Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? 1 E 2 3 V l 1)0._ c> e Lot 3 2_ f2esidential Commercial Multi- family b 11 r r� wall- mounted projecting freestanding awning other Total sign area sq ft. Maximum allowed sign area sq. ft. Heat pump o wood burning stove gas fireplace a pellet stove a other T.Formslbuilding Division /Bldg Permit Appl. -2006 Code.doc Existing (sq. ft.) Proposed (g. ft.) sq ft. Lot size ft. Occupancy group Occupant load Construction type Phone Phone For City Use Only Date Received S-2 It Permit tl Z"11 Date Approved Li52- 75 83 Li S2- -3 ?S '&r2 -7S 6//z./. Zoning Sp r i l� �f -e s S 4-e v>� J J per sq ft. TOTAL VALUATION 2.O'a of bedrooms of full baths of half baths Industrial sq ft. Lot coverage I have read and completed this application and know it to he true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and /to obtain permits prior to working on project 4-A q Date s Print Name i Ge. -8�' C' S2 tiSignature VVV- -I PREPARED 3/24/11 8 46 16 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/24/11 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 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 47 18 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 11 02 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 54 49 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 31 00 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 23 49 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 10 10 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 09 44 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 3/2411 Lr BLDG SHEARWALL March 23 2011 4 19 13 PM 1pangrle CONTINUED ONTO NEXT PAGE PREPARED 3/23/11 8 05 36 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 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 47 18 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 11 02 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 54 49 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 31 00 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 23 49 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 10 10 PM pbarthol UNDERFLOOR INSPECTION BRUCE 912 0079 February 9 2011 3 58 39 PM jlierly BL9 01 3/23/11 J L BLDG SHEARWALL TIME 09 00 March 22 2011 4 09 44 PM 1pangrle BRUCE 912 0079 EXTERIOR SHEARWALL HE PREFERS A MORNING INSPECTION COMMENTS AND NOTES LO 11.1 uo/ ki k( g 7;txtpx. &a,-kA0 LJacy )o, P-ez 9 G/ PAGE 3 DATE 3/23/11 PREPARED 2/09/11 8 09 24 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/09/11 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 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 47 18 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 11 02 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 54 49 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 31 00 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 23 49 AM 1pangrle BRUCE 912 0079 STEMWALLS MORNING January 18 2011 4 00 11 PM jlierly BL3 01 2/09/.11 L BLDG FRAMING February 8 2011 1 10 10 PM pbarthol `e UNDERFLOOR INSPECTION BRUCE 912 0079 COMMENTS AND NOTES PREPARED 1/18/11 9 31 15 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1 /18 /11 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 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 47 18 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 11 02 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 54 49 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 31 00 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 23 49 AM 1pangrle BRUCE 912 0079 STEMWALLS MORNING PERMIT PL 00 PLUMBING PERM REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 1/07/11 PB 1/07/11 AP PL1 01 1/18/11 JLL PLUMBING WATER SUPPLY TIME 01 00 January 6 2011 3 55 10 PM 1pangrle BRUCE 912 0079 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 24 13 AM 1pangrle BRUCE 912 0079 UNDERSLAB PLUMBING MORNING COMMENTS AND NOTES PREPARED 1/12/11 8 13 28 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/12/11 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 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 47 18 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 11 02 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 54 49 PM 1pangrle BRUCE 912 0079 FOUNDATION DRAINAGE AFTERNOON January 7 2011 4 17 53 PM pbarthol BL1 02 1/12/ }1 pt BLDG FOUNDATION FOOTING TIME 09 00 January 11 2011 4 31 00 PM 1pangrle BRUCE 912 0079 FOOTING FORMS UPPER LEVEL MORNING COMMENTS AND NOTES Application Number 11 00000034 Application pin number 444778 Property Address 1123 VILLAGE PL ASSESSOR PARCEL NUMBER 06 30 13 5 7 0320 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 0 Application desc 200 amp service Owner DARCI A MCCABE 2624 S FRANCIS ST PORT ANGELES Permit Additional desc Permit pin number 180166 Permit Fee 119 90 Issue Date 1 /10 /11 Expiration Date 7/09/11 Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 98362 Contractor ELECTRICAL NEW RESIDENTIAL DATE. PERMIT WILL EXPIRE SIX (6) MONTHS FROM LOST INSPECTION SiLnature o1 owner or Electncal Contractor N ELECTRICAL PERMIT CITl' OF PORT ANGELES 360-417-4735 OLYMPIC WIRING INC 9601 PROVOST ROAD NW SILVERDALE WA 98383 (360) 692 0134 Plan Check Fee Valuation Qty Unit Charge Per 1 00 119 9000 ECH EL 0 200 SRV FEEDER Charged Paid Credited 119 90 119 90 00 00 00 00 119 90 119 90 00 Wzblo at§ chP 7/24 ti Date 1 /10 /11 Due RESULTS 00 00 00 00 0 Extension 119 90 INSPECTOR. _w› Date REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) PREPARED 1/07/11 8 13 13 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/07/11 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 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 47 18 PM 1pangrle BRUCE 912 0079 FOUNDATION FOOTING MORNING December 10 2010 4 21 18 PM jlierly BL2 0 12/20/10 PB BLDG FOUNDATION STEM WALL TIME 09 00 12/21/10 AP December 20 2010 9 11 02 AM 1pangrle BRUCE 912 0079 FOUNDATION WALLS (8 FT TALL) MORNING December 21 2010 8 41 32 AM pbarthol BLDG FOUNDATION DRAINAGE TIME 01 00 X11 January 6 2011 3 54 49 PM 1pangrle t BRUCE 912 0079 FOUNDATION DRAINAGE AFTERNOON BLED 01 1/07/11 JLL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 1/07/11 JLL PLUMBING WATER SUPPLY TIME 01 00 1 r 1 January 6 2011 3 55 10 PM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO HOUSE AFTERNOON COMMENTS AND NOTES JAN -6 -2011 04 52P FROM OLYMPIC WIRING (360)692 -3680 TO 13604174711 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 Owner Information Name: f/ACC_ Mailing Address: L4 03 FRA C.ZS City. Pk, State: L Zip: R 14.1-- Phone3O q 71.31 Fax: tc.0 CftZ vs 41 License tr Exp ttem Service/Feeder 200 Amp. Service/Feeder 201.400 Amp. Service/Feeder 401 -600 Amp Service/Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp, Branch Circuit W/ Service Feeder Branch Circuit W/0 Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service /Feeder 201-400 Amp. Temp. Service/Feeder 401.800 Amp. Temp. Service/Feeder601 -1000 Amp Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy First 1500 sf Commercial Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit Limited Energy Multi- Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less Thermostat NEW CONSTRUCTION ONLY First 1300 Square Ft. Each Additional 500 Square FL or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Unit Chem 44w.so pis 5 $145.50 204.60 262.20 372.50 2.60 73.50 2.60 92.70 $110.30 $148.70 $167.90' 95.90 88.20 95.90 63.90 63.90 119.90 $102.30 56.00 110.30 35.20 73.50 $110.30 ECEVED [,JAN 7 2011 ELECTRICAL ONSPECTIONS /W.° Total L SS IrCrm CardM n A.) l Lea-- Dated: 24 to 01,0112010 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 ain the owner of the above named property or a licensed electrical contractor I am making the electrical installation orr alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28, WAC. Chapter 296-46B, The City of Porl Angeles Municipal Code, and Willy Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner electrical contractor or electrical administrator Cash Cheek P 3 Dale: 01— ot'o -Zol X1 2 Single Family Dwelling Multi- Family or Commercial' Commercial Addition Alteration Remodel Repair' Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: it 2; 1jt 1 L-4 A C. 9 0 L..at—'C, 1 Lo r 3Z Building Square Footage: I 0 Q Description of above b' y(..LL --avYl t..1 gas Contractor Information Name: DL 'VIA.. i k.r /L t. r..d.. Mall ing/►ddress: 46 is r Oka rase' City: Siita•VO4.- Slate: Zip: Phone34 a (.9L. O 11Vax: 3 60 A 92.. 3 License /Exp. 1,r -w 3 i ca 3 Total /Qtv Muttlpli,v, Unit Charge) /YS-> PREPARED 12/20/10 9 23 05 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/20/10 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 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 47 18 PM 1pangrle BRUCE 912 0079 FOUNDATION FOOTING MORNING December 10 2010 4 21 18 PM jlierly BL2 01 12/20/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 December 20 2010 9 11 02 AM 1pangrle BRUCE 912 0079 FOUNDATION WALLS (8 FT TALL) MORNING COMMENTS AND NOTES PREPARED 12/09/10 8 09 47 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/09/10 ADDRESS 1123 VILLAGE PL SUBDIV CONTRACTOR PHONE OWNER DARCI A MCCABE PHONE PARCEL 06 30 13 5 7 0320 0000 APPL NUMBER 10 00000510 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 12/09/10 BLDG FOUNDATION FOOTING TIME 09 00 December 8 2010 4 47 18 PM 1pangrle BRUCE 912 0079 FOUNDATION FOOTING MORNING COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Owner DARCI A MCCABE 2624 S FRANCIS ST PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T \Policies \1102 15 [10/08] WA 98362 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 10 00000510 777750 1123 VILLAGE PL 06 30 13 5 7 0320 0000 RES NEW SFR RESIDENTIAL HIGH DENSITY 127920 Application desc 1 296 SF SFR 576 SF GARAGE 40 SF CVRD PORCH Contractor OWNER PUBLIC WORKS INSPECTION DRIVEWAY INSPECTION 166280 55 00 Plan Check Fee 10/28/10 Valuation 4/26/11 Date 10/28/10 Structure Information 000 000 1 296 SF SFR 576 SF GAR 40 SF CVR PRCH Other struct info TOTAL o LOT COVERAGE 19 80 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 6720 00 PROPOSED LOT COVERAGE 1336 00 TOTAL LOT COVERAGE 1336 00 NUMBER OF UNITS 1 00 00 0 Extension 55 00 Permit PUBLIC WORKS RES WATER SERV Additional desc 3/4 DROP IN WATER METER Permit pin number 166249 Permit Fee 420 00 Plan Check Fee 00 Issue Date 10/28/10 Valuation 127920 Expiration Date 4/26/11 Qty Unit Charge Per Extension 1 00 420 0000 EA PW WATER METER DROP IN 420 00 Permit PUBLIC WORKS STORMWATER Additional desc STORMWATER CONNECTION Permit pin number 166272 Permit Fee 135 00 Plan Check Fee 00 Issue Date 10/28/10 Valuation 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 fora 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. 7--21/(c4"— /4-82/0 Signature of Contracto/d Authorized Agent Date Signature of Owner (if owner is builder) Date 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 4ND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW' ENGINEERING 417 -4831 I FIRE 417 -4653 PLANNING DEPT 417 4750 BUILDING 417 -4815 T .Policies \1102 1 [10/08] RESIDENTIAL PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES I NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO I I I I I I I I I I I CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING COMMENTS Application Number Application pin number Expiration Date Qty Unit Charge Per 1 00 135 0000 EA SAN SEW STM CON OTHER Permit Additional desc Permit pin number 166256 Permit Fee 150 00 Issue Date 10/28/10 Expiration Date 4/26/11 Qty Unit Charge Per 1 00 150 0000 EA SAN SEWER HOOKUP Other Fees Fee summary Charged T \Policies \1102 15 [10/08] 10 00000510 777750 4/26/11 SANITARY SEWER HOOK UP CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Plan Check Fee Valuation Special Notes and Comments 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) A full acceptance test will be required for the fire sprinkler system This project will require seperate permit and fire sprinkler plans for review May 25 2010 10 46 56 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 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 clearance between driveway to side property line RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Page 2 Date 10/28/10 Paid Credited Due Extension 135 00 Extension 150 00 770 00 1980 00 4 50 1980 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. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T ,Policies \1102 1 [10 /08] RESIDENTIAL PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES I NO COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING O poRr. Application Number Application pin number Permit Fee Total 760 00 Plan Check Total 00 Other Fee Total 4734 50 Grand Total 5494 50 T \Policies \1102 15 [10/08] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000510 777750 760 00 00 4734 50 5494 50 00 00 00 00 Page 3 Date 10/28/10 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 I FIRE 417 -4653 I PLANNING DEPT 417 -4750 BUILDING 417 -4815 T \Policies \1102 1 [10/08] RESIDENTIAL 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 DATE ACCEPTED YES I I l I I I I I NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING COMMENTS I I I I I I I I I Aegstit ringlYIL CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER 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 DARCI A MCCABE 2624 S FRANCIS ST PORT ANGELES Structure Information Other struct info Permit Additional Permit pin Permit Fee Issue Date Expiration Date Qty Unit Charge Per 4 00 1 00 8 00 desc number Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge 7 2500 EA 10 6500 EA 14 8000 EA T:ForrnsBuilding Division/Building Permit WA 98362 MECHANICAL PERMIT Per Permit PLUMBING PERMIT 10 00000510 777750 1123 VILLAGE PL 06 30 13 5 7 0320 0000 RES NEW SFR RESIDENTIAL HIGH DENSITY 127920 Contractor OWNER 000 000 1 296 SF SFR 576 SF GAR 40 SF CVR PRCH TOTAL LOT COVERAGE 19 80 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 6720 00 PROPOSED LOT COVERAGE 1336 00 TOTAL LOT COVERAGE 1336 00 NUMBER OF UNITS 1 00 BUILDING PERMIT RESIDENTIAL 1 296 SF SFR 576 SF GARAGE 165738 1177 05 Plan Check Fee 765 08 10/28/10 Valuation 127920 4/26/11 BASE FEE 28 00 5 6000 THOU BL -100 001 500K (5 60 PER K) 165746 208 05 Plan Check Fee 10/28/10 Valuation 4/26/11 BASE FEE ME VENT FAN (SINGLE DUCT) ME STOVE /FIREPLACE /MISC APP ME HEATER(SUSP /WALL /FLOOR MTD) 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 fora 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. /0 4P (JCL I eo,P i 7 Date 10/28/10 Extension 1020 25 156 80 00 0 Extension 50 00 29 00 10 65 118 40 Date Print Name Signature of Contractor oi Agent REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 0 \k \4 Signature of Owner (if owner is builder) FOUNDATION: Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow 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. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T:Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments Inspection Type 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. Parking Lighting I ESA. Landscaping SHORELINE. FINAL Date Accepted by FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By nai Application Number 10 00000510 Application pin number 777750 Additional desc Permit pin number 165753 Permit Fee 142 00 Plan Check Fee Issue Date 10/28/10 Valuation Expiration Date 4/26/11 Qty Unit Charge Per 9 00 1 00 1 00 1 00 Other Fees CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 7 0000 EA 7 0000 EA 15 0000 EA 7 0000 EA Fee summary Charged Permit Fee Total T:FormsBuilding Division/Building Permit BASE FEE PL- PLUMBING TRAP PL -WATER LINE PL -SEWER LINE PL -WATER HEATER Special Notes and Comments 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) A full acceptance test will be required for the fire sprinkler system This project will require seperate permit and fire sprinkler plans for review May 25 2010 10 46 56 AM sroberds The proposal will result in a new sfr in the RHD for a total of 20W lot coverage and 279e 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 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 clearance between driveway to side property line RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 1527 10 1527 10 Paid Credited Page 2 Date 10/28/10 Extension 50 00 63 00 7 00 15 00 7 00 770 00 1980 00 4 50 1980 00 Due 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles 0 (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) BUILDING PERMIT INSPECTION RECORD Inspection Type 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. Date Accepted By FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow I 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 1 MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab 1 Blocking Hold Downs Skirting 1 PLANNING DEPT Separate Permit #s SEPA. Parking Lighting I ESA. Landscaping I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T Forms /Building Division /Building Permit Comments FINAL Date Accepted by FINAL Date Accepted by Date Accepted By Application Number Application pin number Plan Check Total Other Fee Total Grand Total T:FormsBuilding DivisionBuilding Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 765 08 4734 50 7026 68 Page 10 00000510 Date 777750 765 08 4734 50 7026 68 00 00 00 3 10/28/10 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 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) 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. Inspection Type FOUNDATION Footings Stemwall Foundation Drainage) Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall'i Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s Parking Lighting I Landscaping I T:Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 Date Accepted By iZ -O(1 10 st -1& -It 01 -07- It 0I— I 6 Dt ate Il kttnderfloer Inspection Type Electrical Construction R.W PW Engineering Fire Planning Building 417 -4735 417 -4831 417 -4653 417 -4750 417 -4815 Comments Q 51 j2& 0 FR I a cal faun/ `o41. cAta,tl t2 20-10 P.3 I o©-f ivi .cn rylc 'peer le.ve4 Qt -l2- ti PLC. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE FINAL Date 1-21 Accepted by 3L 5- -I1 'F1rz_Iminq FINAL Date 1 71 "ilicepted by SEPA. ESA, SHORELINE. Date Accepted By 7-2-1—i 1 FINAL A. SETTLEMENT STATEMENT (HUD -1) OLYMPIC PENINSULA C. NOTE. This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. marked '(p.o.c.)' were paid outside the closing; they are shown here for informational purposes and are not included in the totals. D NAME ADDRESS OF BORROWER. E. NAME.& ADDRESS OF SELLER. F NAME ADDRESS OF LENDER. -Title Company Tmn INSURANCE ESCROWS G, _PROPERTY LOCATION 1123 Village Place, Port Angeles, WA 98362 H. SETTLEMENT AGENT Olympic Peninsula Title Company PLACE OF SETTLEMENT 319 S. Peabody, Suite A, Port Angeles, WA I. SETTLEMENT DATE. 10/25/2010 J. Summary of Borrower's Transaction 100. Gross Amount Due From Borrower 101 Contract sales price 58,500.00 102. Personal property 103 Settlement charges to borrower (line 1400) 2,536.52 104 HACC Prints, Eng., CC, Ins., Taxes, Cr Rpt. 10,068.48 105 USDA Construction Holdback 102,880.00 Adjustments For Items. Paid By Seller In Advance: 106. City/town taxes to 107 County taxes to 108. Assessments to 109 110 III 112. 113 114 115 116. 120. Gross Amount Due From Borrower. 200. Amounts Paid By Or In Behalf Of Borrower: 201 Deposit or earnest money 202. Principal amount of new loan(s) 203 Existing loan(s) taken subject to 204 HACC Realtors DPA 205 HFT Loan Funds 206. 207 208. 209 Adjustments For Items Unpaid By Seller to to to 210 City/town taxes 211 County taxes 212. Assessments 213 214 215 216. 217 218. 219 220. Total Paid By /For Borrower. 1 300. Cash At Settlement From /To Borrower: 301 Gross amount due from borrower (line 120) 302. Less amount paid by /for borrower (line 220) 303. Cash ❑FROM) tUTO) Borrower Previous Edition Is Obsolete Form No 1581 3/86 Darci A. McCabe 2624 S. Francis St., Port Angeles, WA 98362 Housing Authority of County of Clallam 2603 S. Francis St., Port Angeles, WA 98362 USDA Rural Development 1601 E. Front St., Ste B, Port Angeles, WA 98362 406. City/town taxes 407 County taxes 408. Assessments 409 410 411 412. 413 414 415 416. r OMB No. 2502 -0265 B. TYPE OF LOAN 1 FHA 2. FHMA 3. CONV UNINS. 4 VA .5 CONV INS. 6. FILE NUMBER. 7 LOAN NUMBER 95726 -DS 39041424 8. MORTGAGE INS. CASE NO 98362 (360) 457-4451 DISBURSEMENT DATE. 10/25/2010 K. Summary of Seller's Transaction 400. Gross Amount Due To Seller. 401 Contract sales price 402. Personal property 403 404 405 Adiustments For Items Paid By Seller In Advance: to to to 173,985 001 420. Gross Amount Due To Seller 1 500. Reductions In Amount Due To Seller: 10.00 501 Excess deposit (see instructions) 166,475.00 502. Settlement charges to seller (line 1400) 503 Existing loan(s) taken subject to 2,500.00 504 Payoff 1st Mtg. Ln. 5,000.00 505 Payoff 2nd Mtg. Ln. 506. HACC Revolved Funds 507 HACC SHOP 06 -01 508. 509 520. Total Reductions In Amount Due Seller 1 600. Cash At Settlement From/To Seller: 173,985.001 601 Gross amount due to seller (line 420) 173,985 001 602. Less reductions in amount due seller (line 520) 1 0.00 603. Cash (LhTO) ❑FROM) Seller 173,985 00 Page 1 of 3 Items Adjustments For Items Unpaid By Seller. 510. City/town taxes to 511 County taxes to 512. Assessments to 513 514 515 516. 517 518. 519 58,500.00 58,500 00 43,500.001 15,000.001 58,500 00 58,500.00 58,500.001 0 00 SB-4- 3538 -000 -1 I -IUD -I (3 -86) RESPA, HB 4305.2 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 PROJECT Lot 32 Peninsula Village COPIES 2 PAGES 6 DESCRIPTION. Drainage Plan and Calcs COMMENTS Attached are (2) copies of the drainage plans and calculations for Building Permit 10- 510 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 copy 4 A 5€k 6k- or ∎ji nals Vreh ri W. 11100 ❑Hand- carried ❑Under Separate Cover OFAX. 1123 V(act_oe pt„ce )o-sto RECEIVED JUL 15 2010 CITY OF PORT ANGeLES BUILDING DIVISION PORT ANGELES DRAINAGE DESIGN PROJECT Peninsula Village Qe" LOCATION 2603 S. Francis St. riz3 PARCEL NO' 063013570320, 570310 16 5to BEFORE DEVELOPMENT CONTROLLED RUNOFF AREA 1 House 2 Driveway 3 Deck 4 Lawn 5 Wooded @2 10% Mean Recurrence Interval Rainfall Duration (T) Design City I= m= n= INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) AFTER DEVELOPMENT TOTALS INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) INCREASE IN SITE RUNOFF ALLOWABLE INCREASE RECEIVED' JUL 15 2010 CITY OF PORT ANGELES BUILDING DIVISION 7116 ho I p e ca W i 4 V (I e PI Co; I -I„e� ll TOTALS Years Minutes 0.711 Inches /Hour m/(TAn) 4.310 0.530 RUNOFF AREA ACRE COEFF* SQ. FT A 'C' 0.3098 13494 0.3098 AREA SQ. FT ER 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 ACRE A 0.0696 0.0263 0.0033 0.0511 a 0.1595 13494 0.3098 CONTROL ZENOVIC ASSOCIATES II 301 EAST 6TH STREET SUITE PORT ANGELES, WA 98362 DATE. 7/6/2010 JOB NO 10052 AUTHOR: Kurt Lawler RUNOFF COEFF 'C' 0.900 0 150 0.150 Q =C *I *A 0.045 0.017 0.002 0.005 0.017 0.086 CFS 0.0529 CFSc_OK Q =C *I *A 0.033 0.033 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 0.0000 0.0000 0.0000 0.0529 CFS 10146- RATIONAL.xlsile Page 1 of 2 (2Y) INTENSITY "PORT ANGELES DRAINAGE DESIGN PROJECT Peninsula Village ,LOCATION' 2603 S. Francis St. PARCEL NO 063013570320, 570310 BEFORE DEVELOPMENT CONTROLLED RUNOFF AREA Mean Recurrence Interval Rainfall Duration (T) Design City I= m= n= 1 House 2 Driveway 3 Deck 4 Lawn 5 Wooded @2 10% INCREASE IN SITE RUNOFF ALLOWABLE INCREASE TOTALS INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) AFTER DEVELOPMENT Years Minutes 1.207 Inches /Hour m /(T "n) 7.370 0.532 AREA SQ. FT 13494 AREA SQ. FT TOTALS 13494 INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) n7-714 w i REQUIRED ON SITE RETENTION /DISPOSAL REQUIRED VOLUME FOR 30 MIN. STORM MINIMUM CONTROLLED R.O REQ'D DETENTION /DISPOSAL ACRE A RUNOFF ACRE COEFF* A'C' 0.0696 0.0263 0.0033 0.0511 0.1595 0.3098 R.O CONTROLLED AREA CONTROL FACTOR RUNOFF 0.0696 0.900 0.0756 0.0263 0.900 0.0143 0.0033 a•s 0.900 0.0000 0.0511 0.165 0.0000 mss• 0 1595 0.165 0.0000 0.0899 CFS 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' Q =C *I *A 0.3098 .u5' 0.062 0.3098 0:062 CFS Q =C *I *A 0.076 0.029 0.004 0.010 0.032 0.150 CFS 0.088 CFS 0.006 CFS 0.0899 CFS —OK 0.082 CFS 147.3 CU. FT 10146 RATIONAL.xls Page 1 of 1 (25Y) Intensity TRENCH DIMENSIONS DETENTION TRENCH CALCULATIONS WIDTH DEPTH ROCK VOID RATIO PIPE DIAMETER ROCK VOID AREA /L.F PIPE VOID AREA L.F TOTAL VOID AREA PER L.F ESTIMATED TRENCH LENGTH 2 YEAR CONTROLLED VOLUME 25 YEAR CONTROLLED VOLUME TRENCH SECTION PERF PIPE 95.291 CU FT 161 842 CU FT 3 FT I N 0.333333 FT 4 966 SQ FT 0 087 5 053 SQ. FT f 32.0 FT USE r APPROX. 70 L.F OF SILTATION FENCE, SEE DETAIL A/2 Scale 20' ROPOSED 32' L.F OF INFILTRATION TRENCH; SEE DETAIL B/2 CONNECT TY 1 CB TO INFILTRATION TRENCH WITH 4 PVC PIPE, SEE DETAIL B/3 SITE PLAN 1" 20' 40' ti No) 60' 4" DOWNSPOUT TIGHTLINES (TYP 90± RECEIVED JUL 15 2010 CITY OIL BUILDING DIVISION ESI LEGEND. 111111111111 l I I I 11111 'I PROPOSED PAVED DRIVEWAY I EXISTING PAVED ROAD UTILITY EASEMENT DIRECTION OF SLOPE O SANITARY SEWER MANHOLE 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 BASIN BOUNDARY EXISTING CENTERLINE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVED DRIVEWAY PROPOSED TYPE 1 CB TRANSFORMER --0 WATER METER -0 BLOWOFF VALVE I VALVE SCALE. FILE. JOB N O: SHEET OF f- w J U 1" 20' 7/15/2010 146E -1 10146 1 2 i N I I 1 =1 1 1 =Iii- III =11 E =1 11 =111 11 -111 -1 I{ III -I I IJI BURY BOTTOM OF SILTATION FENCE IN 4" WIDE X 4 DEEP TRENCH; BACKFILL WIN NATIVE SOIL OR -1r WASHED GRAVEL LONG INFILTRATION TR TRENCH BOTTOM IPE TO BE LEVEL j EXISTING GROUND 2% MIN 7 INSTALL 2" X 2" X 48" WOOD STAKES AT 6' O.C. MAX. (8' MAX. WITH WIRE BACKING) SILTATION FENCE (PERMA -TEX SILT FENCE OR EQUIVALENT) I 11 I I I =1- 111}-111 =111= III -11 L ORIGINAL GROUND A SILTATION FENCE DETAILS 2 Scale. NTS DRAIN ROCK 4 r FINISHED GRADE LIP 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 HOPE PIPE INFILTRATION TRENCH SECTION Scale: NTS 2" X 2" WOOD STAKE SILTATION FENCE WRAP SILTATION FENCE ALONG BOTTOM AND BACK SIDE OF TRENCH AS SHOWN EROSION CONTROL NOTES. 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. 4. 5. z NATIVE SOIL BACKFILL OR -1 WASHED GRAVEL 6. STABIUZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND APPROVED PRIOR TO SITE GRADING AND /OR FOUNDATION EXCAVATION. OUTLET PIPE SIZE NOTED ON PLANS ALL EROSION CONTROL MEASURES SHALL BE INSPECTED MONTHLY AND AFTER MAJOR STORM EVENTS. ANY DEFICIENCIES SHALL BE REPAIRED IMMEDIATELY ANY MUD THAT IS CARRIED OFFSITE BY VEHICLE WHEELS AND DEPOSITED ON PUBUC ROADWAYS SHALL BE CLEANED UP IMMEDIATELY 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. FINISHED GRADE "ul i l l l l l l lam' J V N z CAST IRON GRATE 7 TYPE 50 AREA DRAIN GROUT COLLAR TYPICAL AT ALL PIPE PENETRATIONS OIL AND SILT CONTROL TEE ON OUTLET PIPE C TYPE 50 AREA DRAIN IN DRIVEWAY 2 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 03034. 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. F SCALE. NTS DA i t. 7/15/2010 FILE. 146E 1 JOB NO: SHEET 10146 OF 2 N Cn V *n o 8 roa s (/1 gal a w F- Q y O 0 Z Q z 2 /ri City of Port Angeles `4 Building Division 321 E 5 St. Port Angeles, WA 98362 RESIDENTIAL PLAN REVIEW GUIDELINES 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 enaineerina 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 ;sidelines (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 /Residertial Plan Review Guidelines Rev 03 18 -09) Page 2 of 8 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 '/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 Toad 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 2nd 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 1 /2 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!ResidenLal Plan Review Guidelines (Rev 03- 18 -09) Page 4 of 8 47 Sawn lumber floor joists shall have 1'/2 (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 N EW 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 Building/!- landouts /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 -fines do not occur in two perpendicular directions (such as portions of the house or garage at an angle to the rest of the. building) then your proposed house is IRREGULAR G If you have any portion of the above -grade walls that use masonry or concrete construction then your proposed house is 'IRREGULAR. Stepped foundations that create a daylight basement. situation are OK under this provision. and do not make an irregular structure 60 THIS APPLIES TO ALL LATERAL BRACING (ITEMS -61 THRU 65) Add up all lengths of braced panels (4 foot braced panels 2 -8' alt. braced panels and 24 or 16' portal frames COUNT as 48' of length each portal frame counts as a total of 48' of bracing length —not 2 times 48 along the wall in question 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 1s 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 /HandoutsiResidentiai Piar 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 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 st 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 1 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 Ibs 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 7 Building /Handodts /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" min and shall be in hallway or other readily accessible location R807 1 MECHANICAL. 73 Appliances located in a garage orcarport 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 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 3 Pex type is a coil material and is not allowed for this application T Building /Handouts /Residential Plar Review Guidelines (Rev (3,- 18 -09) Page 8of8 owne, ktr, 5 io per C�allam C�u� Websi-(e, 1- toUst'ny TJ' od+4y of Gla 1 \API 26 S f=ra vlci s S-t PA,W4 BUILDING PERMIT APPLICATION Print In Ink o 6 CITY OF PORT ANGELES r rr "k For City Use Only Attn Building Permit Technician Date Received 5 -19,- o k L„--= 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Permit 51.0 �0 ate Approved PROJECT ADDRESS 2`3 U r 11 Parcel Number O 6 1 30 5 5 t 0 zo Applicant L G C Phon firn. (2 L'7 Con -e-r• Property Owner pare i P IA Phone cti 12. ool ct 5u� Property Owner's Address ZbZ`t S zliAu`S 9 ft OJc. T8542_ Contractor oco .es Phone Contractor's Address 1 License Expires E -mail Lot 3 Z_ per sq ft Zoning Project Type Brief Description. Residential Multi family Commercial Industrial Check all that apply (New Construction 5 t.- --41.� -C,....,..... (1, c 5 i q—c-CL-q e— 4.- r Addition 1 I L 1 Remodel Repair Demolition Re -roof AHouse garage other tear off re roof lay over one layer Heat System Heat pump wood burning stove gas fireplace pellet stove other Other i i 1n, In es1.PX'S Floor Areas Existing (sq. ft.) Proposed (sq. ft.) Basement 1 Floor t'Zc'ev o °5 2 Floor 3 Floor Garage La-Se 5'7(6 'moo Carport Covered Porch L-(U 1 Z Deck Shed Other t c f Total footprint of structures 1332 sq ft. T Lot size (n _O 7 sq ft. Lot coverage i Lo 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 Max height of proposed structures 2_2– ft. Occupancy group of bedrooms 3 Will a lawn sprinkler system be installed? boo Occupant load of full baths Will a fire sprinkler system be installed? e Construction type of half baths I have read and completed this application and know it to be true and correct. 1 am authorized to ly for this perm an understand that it is my responsibility to determine what permits are required, and to obtain permits prior t orki on projects Date S !o Print Name Signature D T Forms /Building Division /Building permit applicat m 1 lc) lC.0 TOTAL VALUATION (Z- f ctz_o 00 CITY GOVERNMENT Site Information. Permit O J 0 Address 1 (1 i I L e_ Notes City. State 06( Zip cc Contact. ca. aves grok Phone -1 124 J 9 17_ o01 9 Phone 2 Lot. FAX 3 2, PRESCRIPTIVE APPROACH- SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Building Department Use Only. Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing` G azing °<U Facto "r Door E Wall :I. all Wall o Vaulted:,: er ior E xeri or S S l a b:o n� Optiorre Ar Floor, of ltertical Over. head Factor.Ceiling ?Y ..Ceiling Gde ,s_low Below Floor Concrete 7 a 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 This Project complies with the following: The project is a single -family residence or duplex. "V 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. 602.6 Exception 2. One unlabeled or untested exterior swinging door 24 sq.ft. or less, may be installed per unit for ornamental, security or architectur, purposes. Location of the door taking this exception. t -k- oP dies, r 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U- factor listed above Location of the door(s) taking exception Type of Heat Source. f= per `ic, i We T.Forms /Building Division /Prescriptive Approach Simple Form 13 23 I 4.W; 12 Lindberg-Rd 24 11 25 village Cir 26 9 27 29 24 23 22 21 20 32 2 Y& 5 L i oh I .-G e k Athroo pl S~kv 1z10,4 ,Zb off, „,-1 i`E l acZ /Jo �6� O h 11 0R[t b" Please complete and return to Public Works Utilities Department Applicant Information Permanent service. Name and address of party responsible for permanent service billing? Contact Information Site contact: Contractor Electrician Excavator Ingle family residence Commercial Overhead service Underground service Project Information Street address lot number Nearest cross street: Desired connection date Electrical Loa Electrical transformer serving property is Total square footage Voltage Check all that apply No Load Change Supporting Documentation d 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 ps all motors ov 5 Applicant's Signature Information form xls Name MAIL OR DELIVER COMPL FAX TO 360- 417 -4711 N't PVd KS, LIC ,HT\ENGR\ #Origirrais\lnforrna! ion form Name Street: 1 City I State ZIP Daytime Phone (if other tat re c 47.7 12-43 Name ql c tZ ;7 q Title Daytime Phone siGc_ Daytime Phone ICo 71 Name Daytime Phone Name Daytime Phone Description of work: d Electrical Information Form Company Company Company Date Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 Pkc.e L A- -32 Home Phone Existing mew ❑Multi-family residence of units Subdivision of lots ❑General service Other ✓t'C -14) ti 1 l on a pole on the ground c ;17 sF Gara I sq ft. Main disconnect size 20/240 1 ph 0120/208 3ph 277/480 3ph 0120/240 3ph 0480 3W 3ph Other "Standard residential oads (Lighting refrigerator dishwasher A/C ton) Range /Oven Hot Tub 'Clothes Dryer i seating Pumps •ater Heater Elevator Hp) Other Zc) amps Please provide a copy of the following ‘..P~zr 3 Hp) washer) ED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 WS WF Rcvis<;d 1 15 -C d 9F; C-271 100A qo F. 4UK._ t 3F SECT C A 6 W/3-LBC4 1P 1912 1013 19 1911 0 t }90 15 --I 0 -0 21 4LP (Future f4 19 19. 22 350 TPX TPV.0 23 /0 ALCN 2"PVC J-201 ti r 1-2 8; 11 0 tip) 1 0 .7.1 1 X 24 village cir 21 Ij /1\ 25 26 27 22 A 2002 :26 2a0§ Clallam County Assessor Treasurer Property Details 66764 HOUSING AUTHORIT Page 1 of 3 Cl,alfam County Assessor Treasurer Property Search Results 66764 HOUSING AUTHORITY OF CLALLAM for Year 2010 2011 rProperty Account Property ID 66764 Legal Description PENINSULA VILLAGE V15 P6 LOT 32; SURVEY V68 P69 Geographic ID 0630135703200000 Agent Code Type Real Tax Area. 0010 PA 121 PORT ST CNTY H2 L Land Use Code 97 Open Space: N DFL N Historic Property N Remodel Property N Multi- Family Redevelopment: N Location Address: 1123 VILLAGE PL Mapsco PORT ANGELES WA Neighborhood: Exempt All Exmpt Reference Map ID Neighborhood CD 50110030 Owner Name. Mailing Address: Taxes and Assessments Due Property Tax Information as of 05/20/2010 Amount Due if Paid on HOUSING AUTHORITY OF CLALLAM Owner ID 31369 2603 S FRANCIS ST Ownership 100 0000000000% PORT ANGELES WA 98362 -6710 Exemptions: EX 00 \Ar i I First j Second Half Half Statement Base Base I Base Amount Year ID I Taxing Jurisdiction Due Penalty Interest Paid Due 2010 48797 ST SCH STATE SCHOOL $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48797 CC-GEN COUNTY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 1 2010 48797 PORT PORT $0 00 $0 00 _$0 00 $0 00 $0_00 $0 00 2010 48797 PORT ANG PORT ANGELES $0 00 $0 00 $0 00 $0 00� $0 00 $0 00 2010 48797 SD #121 SCHOOL DISTRICT #121 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48797 NTH OLY LIB NORTH OLYMPIC LIBRARY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 12010 48797 HOSP #2T HOSPITAL #2 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48797 WSMET PK DIST WILLIAM SHORE MET PARK DIST $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48797 WEED CONTROL WEED CONTROL w $1 63 $0 00 $0 00 $0 00 $1 63 $0 00 i 2010 48797 TOTAL. �.n $1.63 $0.00 $0.00 $0.00 $1.63 $0.00 2009 667642008 ST SCH STATE SCHOOL $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667642008 CC GEN COUNTY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667642008 PORT PORT $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667642008 PORT ANG PORT ANGELES__ $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 12009 667642008 SD #121 SCHOOL DISTRICT #121 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667642008 NTH OLY LIB NORTH OLYMPIC LIBRARY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667642008 HOSP #2 HOSPITAL #2 $000 $0 00 $0 00 $0 00� $0 00 $0 00 2009 667642008 FIRE_PATROL FIRE PATROL $17 90 $0 00 $0 00 $0 00 $17 90 $0 00 http. /vpn.clallam. net: 8084 propertyaccess /Property.aspx ?cid =0 &year= 2010 &prop_td =66 5/20/2010 (r180(9( Pk/14 /e 14), 0 27L 4-(1 1 d'OtO 41 47Z4,01 1Ca 09) (4L— (e -t /32. 1pte 1AW -/4(cUzairi f7C 4Y 7' 7 4 t o,t6 i(& (q‘ 15 COXf gLOY (317CY/2 S e 53co a. tenfq c,/ 395 "gi0V4 -W52 S W73 1(9 UppeA Ctcviyof 1116-kod e4.1 Ze;eo, /kC 7 /1(0 14 0t3, $0 i pli (.0kir V e e-46' Description. 07024 OMANN Analysis by SRH User-Input-Data Structure Type Basic Wind Speed (V) Struc Category (1, II, 111, 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) Calculated Parameters: Type of Structure Height/Least Horizontal Dim Flexible Structure Gust1 Zm lzm Lzm Q Gust2 Copyright 2005 WINDO2 v2-03 Detailed Wind Load Design (Method 2) per ASCE 7-02 Calculated Parameters Building Importance Factor 1 1 1 100 mph Non Hurricane, Hurricane (v= 85-100 mph) Alaska II Table 6 -2 Values C Alpha 1 9.5001 1 Hz zg 1 900.0001 4 0 12 18.4 Deg Gabled 0.85 18.00 ft 22.00 ft 20 00 ft 24 00 ft At 01051 54.00 ft Bt 1 0001 Bm 0.6501 Cc 0.2001 I 500.001ft 1 0.83 Epsilon 0.2001 1 No Zmin 15.001ft Gust Factor Category l:`Rigid'Structures `Simplified Method For rigid structures (Nat Freq 1 Hz) use 0.85 0.851 Gust Factor Category 1l: Rigid Structures Complete Ana lysis Zmin 15.001ft Cc (33/z)^0.167 0.22811 I *(zm/33) ^Epsilon 427 061ft (11(1 +0.63 *((Min(B, L) +Ht) /Lzm) ^0.63)) ^0.5 0.93231 0.925 *((1 +1 7 *Izm *3.4 *Q)/(1 +1 7 *3.4 *Izm)) 0.88941 ;Gust' Factor ;Summary Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Condition Gcpi Max 1 Max Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Fia 6.5 Internal Pressure Coefficients for Buildings. GCDI 12/17/2009 www.mecaenterprises.com Page No. 1 of 4 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 Elev Kz Kzt qz Pressure (Ib/ft ^2) Windward Wall* 0 Ib/ft ^2 +GCpi Ip 22 1 0.92 1 1.00 I 20.02 10.08 7 15 20 1 0.90 1 1 00 1 19.63 1 9.81 1 1'16.88 1 18 1 0.88 1 1.00 1 19 19 1 9 52 1 1 16.58 15 1 0.85 1 1 00 1 18.47 1 9.03 1 16.09 Fiaure 6 External Pressure Coefficients. Co Loads on Main Wind -Force Resisting Systems (Method 2) Roof Area (sq. ft.) Reduction Factor I Z L Variable 1FormuIa Value Kh 12.01 *(Ht/zg) ^(2/Alpha) 0.90 1 Kht 'Topographic factor (Fig 6-4) J 1 00 Qh 1 00256 *(V)^2 *I *Kh *Kht *Kd 19.63 psf Khcc 'Comp Clad: Table 6-3 Case 1 1 0.90 Qhcc 1.00256*V ^2 *I *Khcc *Kht *Kd 19.63 1 psf Wall Pressure Coefficients, Cp Surface Windward Wall (See Figure 6.5.12.2.1 for Pressures) :Aogf'Pnessure'Coefficients;. _r Cp 0.8 1 1.00 Calculations fot Wlnd Norrfal:to'24 fade Cp' '-Pressure:(psf) Additional. Runs. may be req'd other wind; directions +GCpi .=GCpi Leeward Walls (Wind Dir Normal to 24 ft wall) -0.29 -8.33 6 Leeward Walls (Wind Dir Normal to 54 ft wall) -0.50 -11.87 -4.81 Side Walls -0.70 -15.21 4 Roof Wind Normal to Ridge (Theta =10) for Wind Normal to 24 ft face Windward Min Cp -0.43 -10.64 -3.5 Windward Max Cp 0.04 -2.80 Leeward Normal to Ridge -0.57 -13.02 12/17/2009 www.mecaenterprises.com Page No. 2 of 4 Copyright 2005 WINDO2 v2-03 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Overhang Top (Windward) -0.43 7 10 -7 10 Overhang Top (Leeward) -0.57 -9 49 -9 49 Overhang Bottom (Applicable on Windward only) 0.80 13.05 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 -0.18 -6.54 0.53 Dist from Windward Edge: 0 ft to 10 ft Min Cp -0.90 -18.55 11 48 Dist from Windward Edge: 10 ft to 20 ft Min Cp -0.77 -16.32 -9.26 Dist from Windward Edge: 20 ft to 24 ft Min Cp -0.63 -1410 -7 03 Horizontal distance from windward edge Kh Kht Qh Theta Figure 6 10 External Pressure Coefficients,. GCof 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) ^2 *ImpFac *Kh *Kht *Kd Angle of Roof 0.90 1.00 19.63 18.4 Deg Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh Min P Max P 1 0.52 0.18 -0.18 2 -0.69 0.18 -0.18 3 -0.47 0.18 -018 4 -0.42 018 -0.18 5 -0.45 0.18 -0.18 6 -0.45 0.18 -018 1E 0.78 0.18 -0.18 2E -1.07 0.18 -0.18 3E -0.67 0.18 -0.18 4E -0.62 0.18 -018 p qh (GCpf GCpi) 19.63 19.63 19.63 19.63 19.63 19.63 19 63 19.63 19.63 19.63 6.60 -17.07 12.73 11.68 -12.36 -12.36 11 78 -24.53 -16.75 -15.66 13.67 -10.01 -5.66 -4.62 -5.30 -5.30 18.84 17 47 -9.68 -8.60 www.mecaenterprises.com Page No. 3 of 4