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Home My WebLink About1925 Village Cir - BuildingLinda PanFie 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 4 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 16 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/27/11 ADDRESS 1925 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER MARY E LOUCKS AND PHONE PARCEL 06 30 13 5 7 0130 0000 APPL NUMBER 10 00000521 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS WALL INSULATION AFTERNOON February 3 2011 4 15 26 PM jlierly BLDR 01 2/01/11 JLL BLDG DRYWALL IBWP 2/01/11 AP February 1 2011 10 47 48 AM 1pangrle BRUCE INTERIOR SHEAR NAILING February 1 2011 4 05 04 PM jlierly PW99 01 7/19/11 RV PUBLIC WORKS FINAL 7/19/11 AP Al July 20 2011 7 21 22 AM rvess July 20 2011 7 21 38 AM rvess BL99 01 7/27/11 BLDG FINAL July 26 2011 9 15 02 AM 1pangrle CA 1 BRUCE 912 0079 BUILDING FINAL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 7/27/11 G.I PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS MECHANICAL FINAL July 26 2011 9 16 30 AM 1pangrle BRUCE 912 0079 MECHANICAL FINAL PL6 01 10/27/10 JLL PLUMBING WATER SUPPLY TIME 01 00 10/27/10 AP October 26 2010 2 33 27 PM 1pangrle BRUCE 912 0079 WATER LINE METER TO HOUSE AFTERNOON October 27 2010 4 48 53 PM jlierly PL2 01 1/10/11 JLL PLUMBING ROUGH IN 1/10/11 AP January 10 2011 8 31 17 AM 1pangrle JOHN 460 6092 ROUGH IN PLUMBING HE FILLED THE PIPES AND WILL BE READY IN THE MORNING FOR AN INSPECTION January 10 2011 4 56 06 PM jlierly PL99 01 7/27/11 LL PLUMBING FINAL July 26 2011 9 16 50 AM 1pangrle BRUCE 912 0079 a PLUMBING FINAL COMMENTS AND NOTES PREPARED 2/01/11 10 49 07 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/01/11 ADDRESS 1925 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER MARY E LOUCKS AND PHONE PARCEL 06 30 13 5 7 0130 0000 APPL NUMBER 10 00000521 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS WALL INSULATION AFTERNOON BLDR 01 2/01(11 BLDG DRYWALL IBWP February 1 2011 10 47 48 AM 1pangrle BRUCE INTERIOR SHEAR NAILING COMMENTS AND NOTES PREPARED 2/01/11 10 49 07 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/01/11 ADDRESS 1925 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER MARY E LOUCKS AND PHONE PARCEL 06 30 13 5 7 0130 0000 APPL NUMBER 10 00000521 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10 /11 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 10 /11 /10 AP October 8 2010 1 20 29 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed/j11 BL2 01 10/13/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 10/13/10 AP October 12 2010 1 43 01 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING October 13 2010 3 45 01 PM jlierly DSD 01 10/27/10 JLL BLDG DOWN SPOUT DRAINS TIME 01 00 10/27/10 AP October 26 2010 2 31 45 PM 1pangrle BRUCE 912 0079 DOWNSPOUT DRAINAGE AFTERNOON October 27 2010 4 48 53 PM jlierly BL3 01 10/29/10 JLL BLDG FRAMING TIME 01 00 10/29/10 AP October 28 2010 4 54 30 PM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING AFTERNOON October 29 2010 4 04 19 PM jlierly BL9 01 12/20/10 PB BLDG SHEARWALL TIME 09 00 12/21/10 AP December 20 2010 9 14 25 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEAR NAILING MORNING December 21 2010 8 41 32 AM pbarthol BAIR 01 1/25/11 JLL BLDG AIR SEAL TIME 01 00 1/25/11 AP January 25 2011 8 22 21 AM 1pangrle BRUCE 912 0079 AIRSEAL AFTERNOON January 25 2011 4 40 23 PM jlierly BL3 02 1/25/11 JLL BLDG FRAMING TIME 01 00 1/25/11 AP January 25 2011 8 22 45 AM 1pangrle BRUCE 912 0079 FRAMING AFTERNOON January 25 2011 4 40 23 PM jlierly BLI 01 1/28/11 JLL BLDG INSULATION TIME 01 00 January 27 2011 4 55 04 PM 1pangrle BRUCE 912 0079 CONTINUED ONTO NEXT PAGE PREPARED 1/25/11 8 26 59 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/25/11 ADDRESS 1925 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER MARY E LOUCKS AND PHONE PARCEL 06 30 13 5 7 0130 0000 APPL NUMBER 10 00000521 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10 /11 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 10 /11 /10 AP October 8 2010 1 20 29 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed/j11 BL2 01 10/13/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 10/13/10 AP October 12 2010 1 43 01 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING October 13 2010 3 45 01 PM jlierly DSD 0 10/27/10 JLL BLDG DOWN SPOUT DRAINS TIME 01 00 10/27/10 AP October 26 2010 2 31 45 PM 1pangrle BRUCE 912 0079 DOWNSPOUT DRAINAGE AFTERNOON October 27 2010 4 48 53 PM jlierly BL3 01 10/29/10 JLL BLDG FRAMING TIME 01 00 10/29/10 AP October 28 2010 4 54 30 PM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING AFTERNOON October 29 2010 4 04 19 PM jlierly BL9 01 12/20/10 PB BLDG SHEARWALL TIME 09 00 12/21/10 AP December 20 2010 9 14 25 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEAR NAILING MORNING December 21 2010 8 41 32 AM pbarthol 1 /25x/11 JL BLDG AIR SEAL TIME 01 00 BAIR 01 January 25 2011 8 22 21 AM 1pangrle BRUCE 912 0079 AIRSEAL AFTERNOON BLS 02 1/25/1 JLL BLDG FRAMING TIME 01 00 January 25 2011 8 22 45 AM 1pangrle l BRUCE 912 0079 FRAMING AFTERNOON COMMENTS AND NOTES PREPARED 1/10/11 8 55 01 CITY OF PORT ANGELES ADDRESS 1925 VILLAGE CIR CONTRACTOR OWNER MARY E LOUCKS AND PARCEL 06 30 13 5 7 0130 0000 APPL NUMBER 10 00000521 RES NEW SFR PERMIT TYP /SQ PL6 01 PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS 10/27/10 JLL 10/27/10 AP PL2 01 1/10/11 INSPECTION TICKET INSPECTOR JAMES LIERLY SUBDIV PHONE PHONE PLUMBING WATER SUPPLY TIME 01 00 October 26 2010 2 33 27 PM 1pangrle BRUCE 912 0079 WATER LINE METER TO HOUSE AFTERNOON October 27 2010 4 48 53 PM jlierly PLUMBING ROUGH IN January 10 2011 8 31 17 AM pangrle JOHN 460 6092 ROUGH IN PLUMBING HE FILLED THE PIPES AND WILL BE READY IN THE MORNING FOR AN INSPECTION COMMENTS AND NOTES PAGE 2 DATE 1 /10 /11 r c) 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 INSTALL A FIRE SPRINKLER SYSTEM Owner MARY E LOUCKS AND MICHAEL E ANDERSON 40 BLUEBERRY PLACE SEQUIM (360) 477 3577 Structure Information Permit Additional desc' Permit pin number Permit Fee Issue Date Expiration Date Special Notes and Comments The' Fire Department'has reviewed has no comments Fee summary Charged Permit Fee Total Plan Cheek'Tatal Grand Total. WA 98382 FIRE SPRINKLER RESIDENTIAL FIRE SPRINKLER SYSTEM 179697 00 1/04/11 7/03/11 0 0. 0 0 00 CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5th Street, Port Angeles, WA 98362 10 00001514 Date 1/04/11 355184 1925 VILLAGE CIR 06 30 13 5 7 0130 0000 MARY &'MICHAEL ANDERSON FIRE SPRINKLER SYSTEM RESIDENTIAL HIGH DENSITY 1875 Contractor INNOVATED FIRE SPRINKLERS 81 NEW HAVEN 'LANE PORT ANGELES (360) 452 7581 000 000 FIRE SPRINKLER SYSTEM WA 98362 Plan Check Fee 00: Valuation 1875 the project application and Paid Credited Due 00 00 00 Ob 00 ob' 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 compled with whether specified herein or not. The.grantmg 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. GL t e )16// Signature of Contractor or Aut .rized_Agent`._- r 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. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE 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 t Date Passed v bt UNDERGROUND STORAGE TANK (UST) ABANDONMENT Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated Comments Completed by Contractor psi psi 0 PREPARED 12/20/10 9 23 05 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/20/10 ADDRESS 1'925 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER MARY E LOUCKS AND PHONE PARCEL 06 30 13 5 7 0130 0000 APPL NUMBER 10 00000521 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10 /11 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 10 /11 /10 AP October 8 2010 1 20 29 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed/j11 BL2 01 10/13/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 10/13/10 AP October 12 2010 1 43 01 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING October 13 2010 3 45 01 PM jlierly DSD 01 10/27/10 JLL BLDG DOWN SPOUT DRAINS TIME 01 00 10/27/10 AP October 26 2010 2 31 45 PM 1pangrle BRUCE 912 0079 DOWNSPOUT DRAINAGE AFTERNOON October 27 2010 4 48 53 PM jlierly BL3 01 10/29/10 JLL BLDG FRAMING TIME 01 00 10/29/10 AP October 28 2010 4 54 30 PM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING AFTERNOON October 29 2010 4 04 19 PM jlierly BL9 01 12/20/10 JLL BLDG SHEARWALL TIME 09 00 December 20 2010 9 14 25 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEAR NAILING MORNING COMMENTS AND NOTES BUILDING PERMIT 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 Age it c .2- t PJT'TG Q. v Owner ____M r`.(z_ 2 c. 0 ,-,r C' Owner's Address L I O 1 ..e v-Ir� 9) 0, e_Q__ Contractor /Engineer Ji(l, </O -f F;i3 ,r e Contractor /Engineer's Address a/ /1 i ti.kn —t License lit/A/ yr S Q'Li /ti/ 012_ Project Type Brief Des Check all that apply xr\lew 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 PROJECT ADDRESS 1 9 7..5 I Z l ekc C i Parcel Number OG30 13 '3 1 Oi3O Lot 1.3 y 2esidential Commercial Multi family Industrial 1 J a criation. wall- mounted projecting freestanding awning other Total sign area sa ft. Maximum allowed sign area so ft. Heat pump wood burning stove gas fireplace pellet stove other Existing (sq. ft.) Proposed (sa. ft.) rj z u r Total footprint of structures _2L t sq ft. Lot size Max height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will fire sprinkler system be installed? Construction type APPLICATION Print in ink Phone Phone For City Use Only Date ReceivedXZ. -30 1 Permit ,(7 Date Approved €4 —?SS 3 35 Z.? 1 /S' Z L� g631 Expires a Z Zoning per sq ft. TOTAL VALUATION 1(9 sq ft. Lot coverage of bedrooms of full baths of half baths have read and completed this application and know it to he true and correct. t am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required anc' d c' to obtain permits prior to working on projects l t' I. ark Date j2.../ 2 4) Print Name V v-, c___$, Signat /L,. T.FormsiBuilding Division /Bldg Permit Appl. -2006 Code doc PREPARED 10/29/10 8 21 01 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/29/10 ADDRESS 1925 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER MARY E LOUCKS AND PHONE PARCEL 06 30 13 5 7 0130 0000 APPL NUMBER 10 00000521 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10 /11 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 10/11/10 AP October 8 2010 1 20 29 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed /j11 BL2 01 10/13/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 10/13/10 AP October 12 2010 1 43 01 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING October 13 2010 3 45 01 PM jlierly DSD 01 10/27/10 JLL BLDG DOWN SPOUT DRAINS TIME 01 00 10/27/10 AP October 26 2010 2 31 45 PM 1pangrle BRUCE 912 0079 DOWNSPOUT DRAINAGE AFTERNOON October 27 2010 4 48 53 PM jlierly BL3 01 10/29/10 BLDG FRAMING TIME 01 00 October 28 2010 4 54 30 PM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING AFTERNOON COMMENTS AND NOTES PREPARED 10/27/10 8 13 46 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS 1925 VILLAGE CIR CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT TYP /SQ PERMIT TYP /SQ PL6 01 MARY E LOUCKS AND 06 30 13 5 7 0130 0000 10 00000521 RES NEW SFR BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS BL1 01 10 /11 /10 JLL 10 /11 /10 AP BL2 01 10/13/10 JLL 10/13/10 AP DSD 01 10/27/10 10/27/10 PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS INSPECTOR JAMES LIERLY SUBDIV PHONE PHONE BLDG FOUNDATION FOOTING TIME 09 00 October 8 2010 1 20 29 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed/j11 BLDG FOUNDATION STEM WALL TIME 09 00 October 12 2010 1 43 01 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING October 13 2010 3 45 01 PM jlierly BLDG DOWN SPOUT DRAINS TIME 01 00 October 26 2010 2 31 45 PM 1pangrle BRUCE 912 0079 DOWNSPOUT DRAINAGE AFTERNOON PLUMBING WATER SUPPLY TIME 01 00 October 26 2010 2 33 27 PM 1pangrle BRUCE 912 0079 WATER LINE METER TO HOUSE AFTERNOON COMMENTS AND NOTES PAGE 1 DATE 10/27/10 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc New home Owner MARY E LOUCKS AND MICHAEL E ANDERSON 40 BLUEBERRY PLACE SEQUIN Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Charged Permit Fee Total Plan Check Total Grand Total WA 98382 175968 145 50 10/21/10 4/19/11 145 50 00 145 50 Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 10 00001224 151344 1925 VILLAGE CIR 06 30 13 5 7 0130 0000 ELECTRICAL ONLY RESIDENTIAL HIGH DENSITY 0 Contractor ELECTRICAL NEW RESIDENTIAL Qty Unit Charge Per 1 00 110 3000 ECH EL R SQFT FIRST 1300 1 00 35 2000 ECH EL R SQFT ADDITIONAL 500 INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Date 10/21/10 OLYMPIC WIRING INC 9601 PROVOST ROAD NW SILVERDALE WA 98383 (360) 692 0134 Paid Credited 145 50 00 145 50 DATE. Plan Check Fee Valuation 00 00 00 RESULTS 00 00 00 00 0 Extension 110 30 35 20 Due INSPECTOR. NAP Date. REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) OCT -20 -2010 11 03A FROM OLYMPIC WIRING City of Port Angeles Permit Application Building DlvielonlEteclrlcal inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417.4735 Fax: (380) 417.4711 Date: /0/3p /T7 1 2 Single Family Dwelling Multi Family or Commercial' Commercial Addition I Alteration Remodel Repair' Plan Review May Be Required, Please Complete Electrical Job Address: kg f/,1 I a c. o W ow Building Square Footage: I .5 P1 Description of above SQkt/1LG a G. s Owner Information 4 Name: Mailin Address: raLoD C 4 Qn City .e State: tAm Zip: 5'1O,3- Phone: /Fax: License.# I Exp Unit Charae 119,90 $145.50 204.60 262.20 372.50 2.60 IS 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 $110.30 35.20 73.50 110.30 56.00 ay 4 o _d g at4.1174.) (360)692 -3680 Plan Revi Information L-0i' 13 n 5 ��c t 0» Sheet Co2 t�r �/1ou5 nformallon Name: G 1.t7 e,► ✓1 Mailin dre s: p tOV City State: k/A Zip: 9nQj Phoni3(e6) ovl 04 'LFax: _V00 leg?. g License /Exp. 'ol)/nPW= Total (Qlv Multiplied by Unit Champ) Service/Feeder 200 Amp. Service/Feeder 201 -400 Amp. Service/Feeder 401 -800 Amp. Service/Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit WI Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service /Feeder 201 -400 Amp. Temp. Service/Feeder 401 -600 Amp. Temp. Service/Feeder 601-1000 Amp. Portal to Portal Hourly SIgniOutiine Lighting Signal Circuit/ Limited Energy Commercial. Additional 1500 $5.00 Signal Circuit/ Limited Energy 18 2 Family Dwelling Signal Circuit/ Limited Energy Multi-Family Dwelling Manufactured Home Connection Renewable Electrical Energy SKVA System or Less Fksl 1300 Square Ft. each Additional 500 Square FL or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Thermostat $7zi 5.613 Total Check Date: /D /O Credit Card 8 TO 13604174711 ELECTRICAL INSPECTIONS Signature of owner, electrical contractor or electrical administrator Cavil P Owner as defined by RC W.19.28.251. (1) Owner will occupy the structure for two years after this electrical pormlf Is finalized. (2) Owner is required to hips an electrical contractor if above said property Is for sale, rent or lease. Permit expires after six months of Iasi inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or licensed electrical contractor I am making the electrical Installation or alteration In compliance with the electrical laws, N.E.C. RCW. Chapter 19.28, WAC. Chapter 298.468, The City of Port Angeles Municipal Code, and Utility Specifications. PREPARED 10/13/10 8 29 22 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/13/10 ADDRESS 1925 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER MARY E LOUCKS AND PHONE PARCEL 06 30 13 5 7 0130 0000 APPL NUMBER 10 00000521 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10 /11 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 10 /11 /10 AP October 8 2010 1 20 29 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed/311 BL2 01 10/13/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 October 12 2010 1 43 01 PM 1pangrle 111 BRUCE 912 0079 STEMWALL MORNING COMMENTS AND NOTES L PREPARED 10 /11 /10 8 13 49 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10 /11 /10 ADDRESS 1925 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER MARY E LOUCKS AND PHONE PARCEL 06 30 13 5 7 0130 0000 APPL NUMBER 10 00000521 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10/11/1,0 1 BLDG FOUNDATION FOOTING TIME 09 00 October 8 2010 1 20 29 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S 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 Application desc 1 124 SF SFR 376 SF GARAGE 48 SF CVRD PORCH Owner MARY E LOUCKS AND MICHAEL E ANDERSON 40 BLUEBERRY PLACE SEQUIM Structure Information Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T \Policies \l 102 15 [10/08] WA 98382 Qty Unit Charge Per 1 00 55 0000 HR PW INSPECTION �I Signature of Contractor ce,96thorized Agent CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000521 245084 1925 VILLAGE CIR 06 30 13 5 7 0130 0000 RES NEW SFR RESIDENTIAL HIGH DENSITY 107396 Contractor OWNER 000 000 1 124 SF SFR, 376 SF GAR TOTAL LOT COVERAGE CONSTRUCTION TYPE FIRE SPRINKLERS REQUIRED NUMBER OF STORIES LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS PUBLIC WORKS INSPECTION DRIVEWAY INSPECTION 166454 55 00 Plan Check Fee 9/30/10 Valuation 3/29/11 Date 9/30/10 48 CVR PORCH 29 70 VB YES 1 00 5209 00 1548 00 1548 00 1 00 00 0 Extension 55 00 Permit PUBLIC WORKS RES WATER SERV Additional desc 3/4 DROP IN WATER METER Permit pin number 166439 Permit Fee 420 00 Plan Check Fee 00 Issue Date 9/30/10 Valuation 107396 Expiration Date 3/29/11 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 166447 Permit Fee 135 00 Plan Check Fee 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. W3 /0 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 l/' PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLAW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 I FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T \Policies \1102 15 [10/08] KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE Il ACCEPTED YES I NO RESIDENTIAL PERMIT INSPECTION RECORD COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE I YES NO COMMERCIAL DATE I ACCEPTED CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING Z ES I NO RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 I FIRE 417 -4653 I I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \Policies \1102.15 [10/08] PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, IiVSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Page 2 J.L� 7/70/1 AppinaFi. 245641E ACCEPTED Issue Date 9/30/:0 Va]uatyrQ§ I NO. 107396 S,,plia,1,., wa,. I .ai PW UTILITIES (Engineering Division) WATERLINE I'TER Unit Charge Per Extension I ,_04, '5.0000 El CNN EEw E'EN ON TILER 135 00 SEWER CONNECTION SANITAm *t onal pc^ SANITARY SEWER HOOK U/ STORM Permit pin number 166462 I SITE DRA t,.,f ee 150 �0 rl n Cneck Flee 00 Expiration Date 3/29/11 SITEEROSION6pINTRO nit Charge Per I I I 'Extension PARKING 1 00 150 0000 EA S4IN SEWER HOOKITP I 150 00 SIDEWA4 cial Notes and Comments I 1 I I I CURB C, 9YFE2R 2010 8 53 33 AM rbetker I i 1 ,,u ale lllbLaiiilly a tJ1DS u Lill ..ybe t yUa will need tqq�� install a double check valve assembly. If you are installindr DRIVEWAi A Ill re system you wilt not have to I install aI backflofr BACK BACK any auestions ca l Ron Berk jt 417 411g nr I E mail me at rbecker @cityofpa us agar ,,....,'.e, I- :.hc qq Address numbers shall be a m nimum of six inches hi1ghand bh or contrasting color from th background All hnmec in new sninai, .,n t-h-.t o t .,F ai..., n,.- Department four minute respofise area be equigped with iesiuenciai Eire sprinkler s stems tnat c mply with the l,nternatinnal Fire Code (TFr anri Vatinna Fir. Dr re ^n Association (NFPA) I Lois project will require seperate permit and fire sprinkler plans for review Call for cover inspection foir all sprinkler instalilations M./ 2: 2, 11:15'1! All St DeLCis I I The proposal will ,,1e e.., .,F- 4- -7,x, ,rrn f, 1- Vi of 30% lot coverage and 42% site coverage No land use Electrical load calculationsland electrical oermitd are required All co.-.:__ 'e Ci•., insnectin. 4 cover Notice will be given 48 hours in advance of Sanitary sewer connection inspection is Aquired b' Public Works prior to back 8111 of ditch 124 hour 1dvance Construct driveway to City Skandards Conkrete wittl exposed, aggregate or other non standla ncl rd finishes( udinglcolors or I vesl are not al l nwea in the h4 t}, n, 0.,. finish only An inspection by Public Works Engineering is °PORT SALES TAX on your state ex to the City of Port Angele (Location Code 0502) FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO I CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING I I I I I I I I I I onr T \Policies\ 1 102 15 10 /08] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES WA 98362 tl 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 ll Application Number Application pin number Special Notes and Comments required prior to pouring concrete Other Fees Fee summary T' \Policies \I 102 15 [10/08] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000521 245084 RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited Permit Fee Total 760 00 760 00 00 Plan Check Total 00 00 00 Other Fee Total 4734 50 4734 50 00 Grand Total 5494 50 5494 50 00 Page 3 Date 9/30/10 770 00 1980 00 4 50 1980 00 Due 00 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to lolate 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 l KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE II SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE FIRE I PLANNING DEPT BUILDING T Policies\ 1 102 15 10/08] INSPECTION TYPE DATE PW UTILITIES (Engineering Division) 1 WATERLINE METER RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 417 -4653 417 -4815 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE iil YES NO COMMERCIAL DATE ACCEPTED YES I NO 417 -4750 I PERMIT INSPECTION RECORD ACCEPTED YES NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT PLANNING DEPT 1 BUILDING 1 COMM ENTS L rtraMi l Date Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1 124 SF SFR 376 SF GARAGE 48 SF CVRD PORCH Owner MARY E LOUCKS AND MICHAEL E ANDERSON 40 BLUEBERRY PLACE SEQUIM Structure Information Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 98382 Qty Unit Charge Per 3 00 1 00 8 00 7 2500 EA 10 6500 EA 14 8000 EA T Forms /Building Division /Building Permit 10 00000521 245084 1925 VILLAGE CIR 06 30 13 5 7 0130 0000 RES NEW SFR RESIDENTIAL HIGH DENSITY 107396 Contractor OWNER 000 000 1 124 SF SFR 376 SF GAR TOTAL LOT COVERAGE CONSTRUCTION TYPE BUILDING PERMIT RESIDENTIAL 1 124 SF SFR 376 SF GARAGE 165993 1065 05 9/30/10 Valuation 3/29/11 Plan Check Fee Qty Unit Charge Per BASE FEE 8 00 5 6000 THOU BL -100 001 500K (5 60 PER K) BASE FEE ME VENT FAN (SINGLE DUCT) ME STOVE /FIREPLACE /MISC APP ME HEATER(SUSP /WALL /FLOOR MTD) Date 9/30/10 48 CVR PORCH 29 70 VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 5209 00 PROPOSED LOT COVERAGE 1548 00 TOTAL LOT COVERAGE 1548 00 NUMBER OF UNITS 1 00 Print Name Signature of Contractor or Authorized Agent 692 28 107396 Extension 1020 25 44 80 Permit MECHANICAL PERMIT Additional desc Permit pin number 166017 Permit Fee 200 80 Plan Check Fee 00 Issue Date 9/30/10 Valuation 0 Expiration Date 3/29/11 Extension 50 00 21 75 10 65 118 40 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) t\i\k\ 1 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 con ruction 3V1v 6g0c t /v (efni 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 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 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 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical Construction R W PW Engineering Fire Planning Building T Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD Date Accepted By 417 -4735 417 -4831 417 -4653 417 -4750 417 -4815 FINAL Date SEPA. ESA. SHORELINE. Comments I FINAL Date Accepted by Accepted by Date Accepted By CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 10 00000521 Application pin number 245084 Permit PLUMBING PERMIT Additional desc Permit pin number 166025 Permit Fee 142 00 Plan Check Fee Issue Date 9/30/10 Valuation Expiration Date 3/29/11 Qty 9 00 1 00 1 00 1 00 Unit Charge Per Extension BASE FEE 50 00 7 0000 EA PL- PLUMBING TRAP 63 00 7 0000 EA PL -WATER LINE 7 00 15 0000 EA PL -SEWER LINE 15 00 7 0000 EA PL -WATER HEATER 7 00 Special Notes and Comments May 25 2010 8 53 33 AM rbecker If you are installing a closed fire system you will need to install a double check valve assembly If you are installing an open fire system you will not have to install a backflow assembly If you have any questions call Ron Becker at 417 4886 or E mail me at rbecker @cityofpa us Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) This project will require seperate permit and fire sprinkler plans for review Call for cover inspection for all sprinkler installations May 25 2010 11 15 17 AM sroberds The proposal will result in a new sfr in the RHD for a total of 30% lot coverage and 42% site coverage No land use issues anticipated Electrical load calculations and electrical permits are required All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 48 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete Other Fees TForms /Building Division /Building Permit Page 2 Date 9/30/10 RES UNDERGRND SERVICE FEE 770 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles o (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 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 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 I Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T.Forms /Building Division /Building Permit Inspection Type Date Accepted By PLANNING DEPT Separate Permit #s SEPA. Parking Lighting I ESA. Landscaping SHORELINE. Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 Comments FINAL Date Accepted by FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By Application Number Application pin number Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000521 245084 SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited 1407 85 1407 85 00 692 28 692 28 00 4734 50 4734 50 00 6834 63 6834 63 00 Page 3 Date 9/30/10 1980 00 4 50 1980 00 Due 00 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work SEPA, Shoreline, ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work 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 DrainageCDownspout5' 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 Joi is /Girders Under Floor hear Wal �H old Downs Wag Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor I 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 Permiit #s Parking Lighting I Landscaping I T Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PRO VIDE 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 to It— to If)— 1' 10— Z'7.-10 l/ l?-10 -14 16 -21— JO Its -2g -10 12,-9_0- 10 I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical Construction R W PW Engineering Fire Planning Building Accepted By S LL LL, PCB IA/ 2-1-1‘ 417 -4735 417 -4831 417 -4653 417 -4750 417 -4815 ()Hz. Not ∎nS+& UeA FINAL 1 -z5 -11 SEPA. ESA. SHORELINE. Comments Date 2:7 A i cepted by „hg FINAL Date 27/ A I cepted by J Date Accepted By A. SETTLEMENT STATEMENT (HUD +'so 1 *s OLYMPIC PENINSULA 1 -Title COMPallY TITLE auunulCE ESCROW! Adjustments For Items Unpaid By Seller to to to D NAME ADDRESS OF BORROWER. E. NAME ADDRESS OF SELLER. F NAME ADDRESS OF LENDER. G PROPERTY LOCATION 210. City /town taxes 211 County taxes 212. Assessments 213 214 215 216. 217 218. 1 219 220. Total Paid By /For Borrower 300. Cash At Settlement From/To Borrower F 301 Gross amount due from borrower (line 120) 302. Less amount paid by /for borrower (line 220) 303. Cash (li _FROM) li 1l O) Borrower Previous Edition Is Obsolete Form No. 1581 3/86 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. Items marked '(p.o.c.)' were paid outside the closing; they are shown here for informational purposes and are not included in the totals. Mary E. Loucks and Michael E. Anderson 40 Blueberry PI., Seauim, WA 98382 Housing Authority of the County of Clallam 2603 S. Francis St., Port Angeles, WA 98362 USDA Rural Development 1601 E. Front St., Ste B, Port Angeles, WA 98362 1925 Village Circle, 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. 9/28/2010 Final J. Summary of Borrower's Transaction 100. Gross Amount Due From Borrower 101 Contract sales price 102. Personal property 103 Settlement charges to borrower (line 1400) 104 HACC Prints, Engineering, CC, Ins., Taxes Puts 105 Construction Holdback Adjustments For Items Paid By Seller In Advance: 106. City/town taxes to 107 County taxes to 108. Assessments to 109 110 111 112. 113 114 115 116, 120. Gross Amount Due From Borrower 200. Amnyr3,ts 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 204 205 206. HTF Loan Funds 207 208. 209 OMB No. 2502 0265 B. TYPE OF LOAN 1 FHA 2. FHMA 3 CONY UNINS. 4 II VA 5 L; CONY INS. 6. FILE NUMBER. 7 LOAN NUMBER 95586 DS 386799.23 8. MORTGAGE INS. CASE NO 98362 (360) 457-4451 DISBURSEMENT DATE. 9128/2010 4 K. Summary of Seller's Transaction 400. Gross Amount Due To Seller 58,500.00 401 Contract sales price 402. Personal property 2334,79 403. 9,075.21 404 94,380.00 405 164,290.00 10.00 159,280.00 5,000.00 Adjustments For Items Paid By Seller In Advance: 406. City/town taxes 407 County taxes 408. Assessments 409 410. 411 412. 413 414 415 416. 420. Gross Amount Due To Seller S00. Reductions In Amount Due To Seller: 501 Excess deposit (see instructions) 502. Settlement charges to seller (line 1400) 503 Existing loan(s) taken subject to 504 Payoff 1st Mtg. Ln. 505 Payoff 2nd Mtg. Ln. 506. 507 HACC SHOP 06 -01 508. HACC Revolved Funds 509 Page 1 of 3 510. City /town taxes 511 County taxes 512. Assessments 513 514 515 516. 517 518. 519 to to to Adjustments For Items Unpaid By Seller to to to 164,290.00 520. Total Reductions In Amount Due Seller 600. Cub At Settlement From/To Seller:. 164,290.001 601 Gross amount due to seller (line 420) 164,290.00 602. Less reductions in amount due seller (line 520) 0.001 603. Cash (i iTO) (1 iFROM) Seller 58,500.001 58,500.00 1 15.000.00 43.500.00 1 58,500 00 58,500.001 58,500,001 0 00 SB-4- 3538 -000 -1 HUD -1 (3 -86) RESPA, HB 4305.2 (8/12/2010) Linda Pangrle Peninsula Village 111" la From 'Sarah Martinez' <smartinez @hacc- housing org> To 'Linda Pangrle <Lpangrle @cityofpa.us> Date 8/12/2010 1049 AM Subject: Peninsula Village Ha Linda Here are the owners of the Peninsula Village Ila group Lot 9 1943 Village Circle Port Angeles, WA 98362 Jacob Whetham and Emily Hoagland 90 Rhodefer Rd A -303 Sequim WA 98382 Lot 12 1929 Village Circle, Port Angeles WA 98362 Alex and Jillian Anderson 335 Harvel Lane Port Angeles WA 98362 N Lot 13 1925 Village Circle Port Angeles, WA 98362 Michael Anderson and Mary Loucks 40 Blueberry 2 Place Sequim, WA 98382 Lot 31 1119 Village Place Port Angeles, WA 98362 Lisa Brothers 1045 S 3rd Ave 40 Sequim, WA 98362 I will send you the other 4 in just a few weeks when all the families have been determined eligible and we are closer to setting a closing date. Thanks! Sarah T Martinez Self Help Group Coordinator/ Loan Packager and Development Assistant Housing Authority of the County of Clallam 2603 S Francis Street Port Angeles WA 98362 360 452.7631 ext. 22 fax 360 452.9468 Page 1 i� City of Port Angeles Building Division 321E 5 St. Port Angeles, WA 98362 RESIDENTIAL PLAN REVIEW GUIDELINES FILE j 'ORT PLAN REVIEW Items described here are only a guide to common questions and missed items during plan review and construction All codes must be complied with (Please read and follow each item) SPECIAL NOTE. :Check item #59 first to see if engineering will be needed because o 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 similaepanel siding must have "Tyvek' or equal over the studs. 6 Exterior windows and doors shall be flashed with approved materials and caulking Caulked trim material over the window or door flange is not an acceptable method 7 Overall dimensions of house plan must match site plan dimensions Verify any special requirements for buildings located close to property lines R302 T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 1 of 8 LIFE SAFETY MISC ITEMS 8 Sleeping rooms must have an egress window with 5 7 s f net clear opening 24 min height 20" min width 44" maximum from floor' to window sill Windows must meet all 4 dimensions R310 1 9 Safety or tempered'glass shall be used in windows that are (R308 4) Adjacent to a door (24" arc of either edge of the door in a closed position) That are closer than 18" to floor (AND individual .pane is more than 9 s f top edge more than 36" a.f f and walking surface within 36' horizontally of the window in question) Walls enclosing a tub or shower (AND within 60' of the drain or within :60" of walking surface) R308 4 Adjacent to stairways landings and ramps within 36" horizontally of a walking surface (AND less than 60' a f f of the walking surface) Adjacent to stairways within 60" of the bottom tread of the stair in any direction (AND less than 60' af f) 10 Under -stair areas that are enclosed and accessible must be sheetrocked 1/2" GWB on walls and underside of the stairway R311 2 2 11 Stairways shall have 10' min tread 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 R3131 14 Garage /house separation wall is 1/2" GWB door must be 20 min rated or 1 3/8" solid -core If living space above use 5/8" GWB Type "X" at the ceiling AND 1/2" GWB at walls that support the floor above Ducts in garage must be 26 -gage sheet steel and have no openings in the garage R309 15. Exterior stairways must have a light located near the top landing of the stairway switched from inside (or have motion activation device) R303 6 16. Minimum room areas must be provided (120 s f min in at least one room 70 s f min all other habitable rooms 7 foot min dimension in all habitable rooms) R304 1 17 Minimum ceiling heights must be provided (7 foot min with some exceptions) R305 1 FOOTINGS, FOUNDATIONS, AND CRAWL SPACES 18. All footings including exterior isolated pad footings must have a 24 (min) depth from the bottom of the footing to finished grade R403 1 4 1 19 All footings shall be supported on undisturbed natural soils or engineered Any placement of fill material that will support a structure will require a geotechnical investigation and report. submitted to the City prior to placement of footings R401 2 R403 1 20 Lots shall be graded to drain surface water away from foundations The grade shall fall 6' in the first TEN feet around the perimeter of the structure R401 3 21 Top surface of footings shall be level Bottom surface of footings shall not have a slope that exceeds (1) unit vertical in (10) units horizontal Any necessary stepping of the foundation must be approved during plan review or prior to installation of the foundation R403 1 5 T Building /Handouts /Residential P.an Review Guidelines (Re 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 1/2 X 10' J -bolts with a 2" X 2' X 3/16' plate washer Anchor bolts to be placed a maximum of 12" and no closer than 3 '1/2" from the ends of the sill plate Each piece of sill plate must have a minimum of (2) anchor bolts Anchor bolts shall be spaced no further than 6 feet apart. (Special spacing and sizing conditions may apply at alternate braced wall panels) R403 1 6 23 6" clearance required from finish grade to foundation mudsill plate R319 24 3 1/2' (min thickness for all concrete. slabs -on -grade R506 1, 25. Footing and foundation wall SIZES for two pour system (Foundation walls NOT over 5 feet,in height) Footing supporting single story- 12" wide X 6' thick. Foundation wall supporting single story- 6" thick Footing supporting two stories- 15' wide X 7" thick. Foundation wall supporting two stories- 8" thick. Foundations.that support more than two stories require an engineered design 26. Footing and fnd REINFORCEMENT for two pour system fnd. walls NOT over 5 feet in height) (Footings supporting single or two stories) One continuous #4 horizontal rebar placed at center of footing with 3" (min) clearance from dirt. (Foundation walls not over 5. feet .in height) One continuous #4 horizontal rebar placed within the top 12' of the wall #4 vertical rebar placed at 48 inches o c max (wet set ok) with a 6 -inch 90- degree hook. A minimum of (2) vertical bars to be placed at front, garage wall returns 27 Monolithically poured foundation systems Bottom of footing shall be 12" wide (min and extend to 24" below finished grade minimum Footing shall have either one #5 continuous horizontal rebar placed at center and 8" above bottom of footing or (2) #4 continuous horizontal rebar placed at center and in the middle third of the footing measuring vertically 3 1/2" minimum slab thickness When a monolithic system is used to support heated spaces an R 10 insulation board must be installed on the outside of the foundation extending from bottom of footing to top of slab Exposed foam insulation above grade must be protected from damage and sun with approved materials The material used must extend a minimum of 12" below grade 28 Basement Walls (up to 9 feet) or Stem Walls (over 5 feet) or STEPPED FOUNDATIONS There are special restrictions for this type '�f 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 loads from other than floor girders will require larger footings sized according to the concentrated load R403 1 1 30 Beams and /or girders in crawl space must meet span requirements for the loads imposed (from floor joists and from any point loads) R501 2 T Building /Handouts /Residential Plan Review 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 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 lid level joists) must meet minimum live load of 40 psf (general living areas) or 30 psf (sleeping rooms) together with dead load of materials used R301 5 and Table R301 5 39 Span of beams for 2 level or other supporting elements must meet minimum, live and dead load requirements 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 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 R31 9 T Building /Handouts /Residential Plan Review Guidelines (Rev 0:i-18-09) Page 4 of 8 47 Sawn lumber floor joists shall have 1 (min) bearing and shall lap 3" min at intermediate girders Engineered I-joists shall have 1 3/4 (min) bearing (or per manufacturer's specifications) 48 Floor joists that are parallel to bearing partitions shall be doubled Some heavier load cases will require girder beams or pony walls Bearing partitions perpendicular to floor joists shall not be offset from the supporting girder more than the depth of the joists unless the floor joists are of sufficient size to carry the load R502 4 .49 Floor cantilever spans shall not exceed the depth of the nominal floor joists. Floor cantilevers constructed in accordance with Table R502 3 3 (1) shall be permitted when supporting a light framed bearing wall and roof only R502 3 3 50 Block in between floor joists beneath all interior braced. walls (for walls perpendicular to joists) or align ,floor joist with interior braced wall (see item #63 -T) WALL FRAMING 51. Wall studs taller than 10 feet shall have a stud height analysis by a professional engineer or architect. Table R602.5 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 verticall.y.at framed walls R602 8 59 Port Angeles is in Seismic Zone D1 Wind zone of 100 MPH Category C (within 1500 ft from shore line is Category D) per the 2006 IRC When a house is considered IRREGULAR by any ONE the definitions below the code will NOT allow prescriptive bracing for Seismic Zone C and the entire house must have a lateral analysis and design by a licensed engineer (R301 2 2 2.2) Per that section of the code NO MIXING OF PRESCRIPTIVE AND ENGINEERED LATERAL SYSTEMS IS ALLOWED UNDER THIS NEW 2006 IRC. The following are items that constitute an IRREGULAR BUILDING per the 2006 IRC A. Exterior braced wall lines must be in one plane vertically from foundation to the uppermost story (basically the upper floor must match the lower floor footprint) The most common area where problems like this occur is in a garage with a second floor over it. To qualify for prescriptive bracing the second floor joists must extend to the exterior walls of the garage If this does NOT occur then your proposed house is IRREGULAR If the joists do extend to the exterior walls of the garage then the setback of the second floor walls cannot be more than four (4) feet setback from the garage walls T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Pace 5 of 8 (see p 44 of the 2006 .IRC) Rooms created by roof trusses are OK under this provision (such as bonus rooms over garages formed by the trusses /rafters) B The perimeter of all floor diaphragms and all roof diaphragms must be supported on WALLS below If you have beams holding up any part of the perimeter of a floor or a roof then your proposed house is IRREGULAR The most common place you will find this problem is at large covered porches and. patios where the. roof is supported only by post and. beams Such covered porches and patios also make the building IRREGULAR Related to this are areas of discontinuous diaphragms especially changes in plate line .heights which also are considered as separate roofs and therefore make. the .building IRREGULAR. C In any elevation of the exterior the braced walls from an upper level wall must NOT occur over a window or door In general this means that. the windows of the upper story must align with the windows of the :lower story There are some exceptions .based on up- sizing the header in. -the window below (see 2006 IRC p 44 for details) D •When an opening in a floor or roof (such as a balcony overlook area or a courtyard, area)• exceeds the lesser of 12 feet or 50% of the least dimension then your proposed house is IRREGULAR. E. When portions of a floor level are vertically'.offset (such as a sunken room) then your.proposed house is IRREGULAR. This does not apply to a:slab -on -grade floor F When braced wall lines do not occur in two perpendicular directions (such as portions of the house or. garage at an angle to the rest of the: building) then your proposed house is IRREGULAR G If you have any portion of the above -grade walls that use masonry or concrete construction then your proposed house is IRREGULAR Stepped foundations that create a daylight basement situation are OK under provision and. do not make an irregular structure 60 THIS APPLIES TO ALL LATERAL BRACING (ITEMS 61 THRU 65) Add up all lengths of braced panels (4 foot braced panels 2 -8' -alt. braced panels and 24 or 16' portal frames COUNT as 48' of length each portal frame counts as a total of 48' of bracing length —not 2 times 48 along the wall -in question The total length of braced walls must be at least 16% of the entire wall length AND the .panels must occur at least every 25 feet along the wall For 1 story of 2 -story house 30% of the entire wall length must be braced walls Check this for all braced wall lines including INTERIOR WALLS and including the front wall of a garage if it is not part of another braced wall line (i e the garage sticks out in front of the house more than 4 feet) See also #65 T below for areas where MORE than 35 feet between wall lines is needed 61 Garage lateral bracing systems with no 2 floor above H Portal Frame for Garages (16' side panels 8 foot max. high walls 20" side panels 10 foot max. high walls) I Alternate Braced Walls— single -story condition (2' -8" min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8" OSB or plywood and nailed with 8d common or galy 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 gals box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hdld- 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 '62. 1S Floor Conditions Four (4) foot solid walls at all corners and at every 25 feet along any braced wall line OR use one of the methods below M Portal. Frame for a House (slab -on -grade floors ONLY) 16" min width for one story- structures- 24 min width for first floor of 2 story T Building /Handouts /Reside, al Plan Review Guidelines (Rev 03- 18 -09) Page 6 of 8 N Alternate Braced Walls— single -story condition (2' -8" min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8" OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices furthest studs (1800 pound capacity hold- downs) O Alternate Braced Walls —first floor of two -story condition (2' -8' min width, X 10 foot max. height) sheathed on BOTH interior and exterior sides of wall with min 3/8" OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges. Two (2) anchor bolts in sill plate two (2) hold down devices furthest studs (3000 pound capacity hold downs) There are some provisions for plate lines up to 12 feet high see Table R602 10 6 (basically a wider wall 3 -6' min length for, 12 feet high) P "Simpson'" Brand StrongWalls —this method is still available following all the manufacturer's specifications for connections Q. Entire House Sheathed with OSB or Plywood —this method allows smaller side' panels than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 63. 1 Floor Conditions Braced wall (any of the methods listed above) must start at no more than 12 5 feet away from the corner of the braced wall lines and then at every 25 feet (min) along the wall line 64 2 Floor Conditions Braced walls (either of the methods listed below) must be within. 12 5 feet of the corner of the wall line in question R. Standard four (4) foot panels on 2nd levels can start at no more than 12.5 feet away from the corner S Entire House Sheathed with OSB or Plywood —this method allows smaller side panels than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 65. Exterior braced wall lines (or together with some interior wall lines) cannot be more than 35 feet apart. T Certain areas can be up to 50 feet apart between wall lines IF there is additional bracing along the exterior wall in question (50/35 1 43 more bracing than normally required or in other words 23% of the total wall in bracing for 1 -story wall 43% of the total wall in bracing for 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 lbs onto double -top plates must be checked for bearing capacity Use 'Simpson brand TBE4 or TBE6 as needed to spread the load 68 Truss bottom chord live load must be minimum of 10PSF (see Table R301 5) Trusses must be sized for the roof coverings specified on the plans (concrete tile etc) and roof structure must be able to hold up the roof (beams headers etc sized for roof loads) R802 10 2 69 Ice Shield is required for roofs up to 6 12 (6 12 and over DO NOT require ice shield) R905 2 7 1 T Building /Handouts /Residential Plan Review C !idelines (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 or carport shall be protected from damage from vehicles M1307 3 1 74 Gas appliances located in a garage shall be raised 18" min above finish floor G2408 2 (305 3) 75. Ductwork that extends below-grade (such as in the, garage floor) shall be encased in 2' min concrete on all sides and bottom in addition to the R 10 insulation foam board 603 8 IMC 76 Dryer exhaust ducts shall not exceed 25 feet in length The. maximum length of the duct shall be reduced 2 5 feet for each 45- degree bend and 5 feet for each 90- degree bend Longer lengths in accordance with the manufacturer's listing will be. allowed Screws. shall not be used to connect any dryer _duct ,materials M_1501 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 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 3/ ID copper or cpvc material NO coil material shall be allowed per code and no reduction in the pipe shall reduce the ID of the material less than 3/4 Pex type is a coil material and is not allowed for this application T Building /Handouts /Residential Plan Review Guidelines (Rev 03 -18 09) Page 8 of 8 I C;ovn'�j W�b 4e. 0+4 5i io 1- 1ut9in flrc�'ttiet 1 of C1�.11urIA z6o3 5 Fra:neis 5+ V(lNT q; 1.�Y. BUILDING PER APPLICATION Print'in in Applicant M. c-hck�l 0- .r sc*i fl ac Lot, el- Pho e 1�04 Property Owner 5c -e- c (H cc)Phone 5f LL_r___ Property Owner's Address Mo. 0 it) 1 2 e r r c t 11 sizttui vn, WA et 5 3 Contractor O L 15%;\0\-Q-C Phone Contractor's Address License PROJECT ADDRESS 1c 2 U E Waa� Parcel Number 0 3 o13 5 k3 o Project Type Brief Description. Check all that apply New Construction Addition Remodel Repair Demolition Re -roof Heat System Other Deck Shed Other 17� Total footprint of structures CITY OF PORT ANGELES Attn Building Permit Technician 321 E Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Expires Residential Multi- family Commercial Industrial l.Ui Q. -t\ J\ r e yr _HouseA- g ara g e other tear off re -roof lay over one layer 'ID Heat pump El wood- burning stove gas fireplace pellet stove other Floor Areas Existing (sq. ft.) Proposed (sq. ft.) Basement 1 Floor i 1 8 2 Floor 3rd Floor Garage 37Co Carport Covered Porch 98 I 5 t'I sq ft. Lot size J Zc9 9' `L Site Coverage the amount of impervious surface on a parcel including structures and other impervious surfaces (see PAMC 17 94 135 for exemptions) Max. height of proposed structures 1 6, ft. Occupancy group Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? yl0 Occupant load y e. Construction type I have read and completed this application and know it to be true and correct. I am authoriz that it is my responsibility to determine what permits are required, and to obtain permits prio Date 5 c 10 Print Name 'p rX Signature T Forms /Building Division /Building permit applicatioi E -mail o ap worki For City Use Only fi Date Received 5-1% 16 Permit 10 5 ,JDate Approved Lek t Ri-cy Lot f 3 Zoning f_A7 SO 1 It w '5 Co o TOTAL VALUATION 31 sq ft. Lot coverage 29r) paved driveways sidewalks patios Site coverage b 0 of bedrooms of full baths of half baths y for this perm on projects `rn1 4 0...t ,Q per sq ft. 3 understand 1,1 16 15 19 1013 21 22 13 23 12 24 kinclberg-fid 11 25 Village Cir 26 27 9 I 1404 ;it 4, *If 017 a^: (i) N ,9 Gg 9 5 t by �io.s co a)Z '1 CITY GOVERNMENT Site Information Lot. I j Address U CU Notes City f State laki Zip e °g'3 `Z Contact: Phone l2- cb`1 c Phone 2 FAX PRESCRIPTIVE APPROACH- SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Building Department Use Only Permit Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Glazing;,U- F actor Door wall Wall' Wall' Vaulted Interior iExterior Option Ar ea of Vertical: LOverFiead ,Fact'or Ceiling Ceiling ,Grad e Below ;Below Floor Grade Grade 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. 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. J 602.6 Exception 2. One unlabeled or untested exterior swinging door 24 sq.ft. or less, may be stalled per unit for ornamental, security or architectur ljpurposes i Location of the door taking this exception o OOr 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. e- -c.--k C- its c `I kJ,. ;4-5 T Forms /Building Division /Prescriptive Approach Simple Form 'Slab-dm -Co OR r Please complete and return 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 I Nearest cross street: Electrical Load Total square footage Voltage Check all that apply No Load Change Applicant's Signature Information form.xls to Public Works Utilities Department M 1 Un 0.'e-I hiec, /tcy Lou c-L- Street: 6 12-5 L1 l 11,1 L--6+ 3 City I State ZIP P 9- tea! 9 B'3 1c.. I Daytime Phone Home Phone Name (if other Name Name n above) o q�r Daytime Phone Daytime Phone 'Name I Daytime Phone Name Daytime Phone Existing Desired connection date I Electrical transformer serving property is. on a pole Eo l the ground Description of work: A/C ton) [$Clothes Dryer .Water Heater Supporting Documenta 7 Electrical Information Form `-rn tz- 3 ct oc,'ict Title e_Q.o.s Company' Company* Company PJew C7 Multi-family residence El Subdivision of lots El General service Other Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 of units Date 5--- k9 rte, ,pp .t-- 3/6 5 l Gaxme 1 17- "'3 sq ft. Main disconnect size 2 04 amps 534.20/240 1ph 0120/208 3ph 0277/480 3ph ❑20/240 3ph 0480 3W 3ph Other Z residential loads (Lighting refrigerator dishwasher washer) `_Range /Oven Hot Tub heating Pumps Hp) Elevator Hp) El Other Please provide a copy of the following *Detailed plot plan (dwg or dxf format mandatory for subdivisions) *Electrical one -line drawing showing the service entrance panel and location "Connected load data "Size and locked rotor an cps o'f all motors over 591p./ MAIL OR DELIVER COMPLE, ED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 -4711 WS WF 'K IGHT \ENC:R` #Origirals\Inlo'rr !ion torn ReviK,eo 19R C-271 109A 49_ -.0. N 3F SECT 6 VV/3-1_8C4 16 J-35 s 10 1' V, -19 '-A69 c4 201 15 73 g '4 13 yrilor7- 1 co te:; 1 150 II 12 -1 2. Villege Cir 0 (4 .4"PVC-(Filtd0) erg 110 CN 2"PVC t.07: 0_ 4 350 TPX. th 22 LI 24 25 26 27 `2,W (8 \\_15) Clallam County Assessor Treasurer Property Details 66745 HOUSING AUTHORIT Page 1 of 3 Clallam County Assessor Treasurer Property Search Results 66745 HOUSING AUTHORITY OF CLALLAM for Year 2010 2011 !Property Account Property ID Geographic ID 0630135701300000 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 Neighborhood CD' Owner Name Mailing Address. 66745 Address. 1925 VILLAGE CIR Mapsco PORT ANGELES WA Neighborhood: Exempt All Exmpt Reference Map ID 50110030 I Taxes and Assessments Due Property Tax Information as of 05/21/2010 Amount Due if Paid on. HOUSING AUTHORITY OF CLALLAM Owner ID 31369 100 0000000000% 2603 S FRANCIS ST Ownership PORT ANGELES WA 98362 -6710 Legal Description. Agent Code. Exemptions: EX PENINSULA VILLAGE V15 P6 LOT 13 12A First Second I Half !Half 1 i 1 I Statement Base i Base Base Amount Year t ID Taxing Jurisdiction Due 1 Due Penalty 1 Interest Paid _j Due 2010 48778 ST SCH STATE SCHOOL $0 00 $0 00 $0 00 $0 00 $0 00 $0 2010 48778 CC -_GEN COUNTY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48778 PORT PORT $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48778 _PORT ANG PORT ANGELES $0 00 $0 00 $0 00 $0 00 $0 00 J6 i 2010 48778 SD #121 SCHOOL DISTRICT #121 $0 00� $0 00 $0 00 $0 00 $6 $0 00 2010 48778 NTH OLY L_IB NORTH OLYMPIC LIBRARY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48778 HOSP #2 HOSPITAL #2 $0 00 $0 00 $0 00 $0 00 $0 00 $0 2010 48778 WSMET PK DIST WILLIAM SHORE MET PARK DIST $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48778 WEED_CONTROL WEED CONTROL $1 63 $0 00 $0 00 $0 00 $1 63 $0 00 i TM 2010 48778 TOTAL. $1.63 $0.00 $0.00 $0.00 $1.63 $0.00 2009 667452008 ST SCH STATE SCHOOL $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009_6_67452008 CC -GEN COUNTY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 12009 667452008 PORT PORT $6 $0 00 $0 00 $0 00 $0 00 $0 00 209 667452008 PORT ANG G PORT ANGELES $0 00 $0.00 $0 00 $0 00 $0 00 $0 00 2009 667452008 SD #121 SCHOOL DISTRICT #121 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667452_008 NTH OLY LIB NORTH OLYMPIC LIBRARY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667452 67452008 HOSP #2 HOSPITAL #2 $6 $0 00 $0 00 $0 00 $0 00 $0 00 1 2009 667452008 FIRE_PATROL FIRE PATROL $17 90 $0 00 $0 00 $0 00 $17 90 $0 00 2009 667452008 WEED CONTROL WEED CONTROL $1 63 $0 00 $0 00 $0 00 $1 63 $0 00 http. /vpn.clallam. net: 8084 propertyaccess /Property.aspx ?cid =0 &year= 2010 &prop_id =66 5/21/2010