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1919 Village Cir - Building
ASSEMBLY Initial Test Repairs Details Final Test COMMENTS Initial Test Repairs Final Test NAME OF PREMISES SERVICE ADDRESS LOCATION OF DEVICE. A 1 G A f r iT Y 7 Y 7 7 Manufacturer Model IS THIS AN APPROVED ASSEMBLY? YES 13, /NO IS ASSEMBLY INSTALLED CORRECTLY> YES dr DATE OF INSTALLATION E 40 UNKNOWN DOUBLE CHECK VALVE ASSEMBLY Date/Time REDUCED PRESSURE PRINCIPLE ASSEMBLY CHECK VALVE #1 CHECK VALVE #2 Leaked I Held at I. [D psi Cleaned Replaced Held at 1lJ psi 4'!) 1)'1, 4 i/L viz e_4 Tester AIR GAP INSPECTION REQUIRED MINIMUM SEPARATION YES NO Backflow Assembly Test Report City of Port Angeles Public Works and Utilities Department Water/Wastewater Collection Division Leaked Closed Tight Held at c io psi Cleaned Cleaned Replaced Replaced Closed Tight Held at 1 4 psi Signature X i�� Jc) 1 )G 11 RECk -61? rc= ieX 5(x it RELIEF VALVE Did Not Open Opened at Opened at .1 n/ S)' C i j) -rC f f '4 1; t /2 Cert. Size psi 3 psi Buffer YES NO psi A44i Official Use Only Assem.# Received hke c+, o In TYPE OF HAZARD Test Kit WHITE CUSTOMER COPY YELLOW PURVEYOR COPY PINK TESTER COPY RP RPDA DC LW DCDA PVB Air Gap SVB AVB AIR INLET Did Not Open Opened at psi Leaked Held at psi REPAIRS Cleaned Replaced Line Pressure psi AIR INLET Opened at psi CHECK VALVE Held at psi BACK PRESSURE NO YES '5 f Serial No PVB /SVB CHECK VALVE r 4 Held Backpressure YES IfNO #2 Shutoff Held YES NO Relief Valve Exercised YES NO Passed Failed m•' Backflow Assembly Test Report City of Port Angeles Public Works and Utilities Department Water/Wastewater Collection Division NAME OF PREMISES L /41194 SERVICE ADDRESS LOCATION OF DEVICE. 4 A I/ /1/ p J r ASSEMBLY IS THIS AN APPROVED ASSEMBLY? YES o' O IS ASSEMBLY INSTALLED CORRECTLY' YES ENO DATE OF INSTALLATION ft i aG 7 UNKNOWN ID Initial Test Repairs Details Manufacturer REDUCED PRESSURE PRINCIPLE ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY CHECK VALVE #2 CHECK VALVE #1 Leaked Held at e2. 1 psi Cleaned Replaced Final Closed Tight Test Held at c G psi Held at psi Opened at psi AIR GAP INSPECTION REQUIRED MINIMUM SEPARATION YES NO COMMENTS .d i'ec r e1) 1/ T i Date /Time Tester Initial Test q, /i JJC C lC o Repairs Final Test 44' 1 /1, C iert.f r'/ t et-, I A/ /!Y M,A cif 414 rf' r 9 o7; 4 l F9 Model Size Serial No Leaked Closed Tight El.-- Held at „f I psi Cleaned Cleaned Replaced 'Replaced Signature 1 I RELIEF VALVE PVB /SVB Did Not Open Opened at psi 3 psi Buffer YES NO TYPE OF HAZARD F l A' e r Line Pressure 3 psi Cert Test Kit „1 /go-frI i 0 %GV Mt, /r. ST WHITE CUSTOMER COPY YELLOW PURVEYOR COPY PINK TESTER COPY Official Use Only Assem.# Received RP RPDA DC DCDA PVB Air Gap SVB AVB AIR INLET Did Not Open Opened at psi CHECK VALVE Leaked Held at psi REPAIRS Cleaned Replaced AIR INLET Opened at psi CHECK VALVE Held at psi BACK PRESSURE NO YES Held Backpressure YES 0 /NO #2 Shutoff Held YES 0 /NO Relief Valve Exercised YES NO Passed Failed 0 Application Number 07 00000829 Application pin number 658386 Property Address 1919 VILLAGE CIR ASSESSOR PARCEL NUMBER 06 30 13 5 7 0140 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 0 Owner Contractor OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417 1110 Permit .Addi.tional Permitin number Sub Contractor. Permit Fee I Date Expiration Date Qty Unit Charge Per 1 00= 46. 0;000 `.•ECH Eli ;R' OR 1RM ,1 4 ALT Fee summary Permit Fee Total Plan Check Total Grand Total Charged 46 00 00 46 00 COMMENTS /ACTION NEEDED ELECTRICAL ALTER RESIDEN,TIAII, SHAMP/ IRRIGATION CONTROL', 1:06930 SHAMP ELECTRICAL, CONTRACTING 46 00 Plan Check Fee 7/30/07 Valuation 1 26 /0; 8 r CITY°OF PORT .ANGELES PUBLIC WORKS ELECTRICAL DIVISION 32.1..EAS.T 5TH STREET PORT ANGELES. W4 Date 7/30/07 SHAMP 'ELECTRICAL CONTRACTING PO 'BOX' 3'83 PORT ANGELES (360) 452 109 Paid Credited 46 00 00 46 00 00 00 00 WA 98362 00 0 Extension 46 00 Due .0 0. 00 .00 DITCH ROUGH IN COVEk SERVICE CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COYER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FINAL GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD 7 '13 lAr-t671 11di5 -Y7 L 1 I 1 1 1 �I I I I I I PW -1 iO2.1S 1d19a1 PREPARED 11/14/06 8 10 43 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 11/14/06 ADDRESS 1919 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER OLYMPIC VIEW PARTNERS LLC PHONE (360) 417 1110 PARCEL 06 30 13 5 7 0140 0000 APPL NUMBER 06 00000223 RES MANUFACTURED HOME PERMIT BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS DSD 01 2/28/06 RV BUILDING DOWN SPOUT DRAINS 2/28/06 AP 08/09/2006 04 32 PM RVESS 08/09/2006 04 32 PM RVESS BL99 01 8/07/06 JLL BUILDING FINAL TIME 13 00 8/07/06 CA JIM 417 1110 Make sure a Certified Installer did the installation 08/04/2006 12 24 PM DYASUMUR 08/07/2006 04 52 PM JLIERLY PW99 01 8/09/06 RV PUBLIC WORKS FINAL 8/09/06 AP 08/09/2006 04 37 PM RVESS 08/09/2006 04 38 PM RVESS BUILDING FINAL JIM 417 1110 10/19/2006 09 52 AM PERMITS 10/20/2006 03 51 PM JLIERLY correct address to be posted /slope soil away from foundation /provide ladder to attice access/111 BL99 03 11/14/06 BUILDING FINAL TIME 13 00 1,�,► JIM 417 1110 1 11/13/2006 02 08 PM DYASUMUR IT RESIDENTIAL PERMIT BPR 00 BUILDIN REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 02 10/20/06 JLL 10/20/06 DA BLI 01 4/17/06 JLL BUILDING INSULATION TIME 13 00 4/18/06 DA 04/14/2006 03 48 PM DYASUMUR JIM 417 1110 GARAGE INSULATION 04/18/2006 01 27 PM JLIERLY engineer design on hold downs to be epoxied and letter to verify such /shear panel and hold downs req inspected before cover BL3 01 4/20/06 JLL BUILDING FRAMING 4/20/06 DA 04/20/2006 08 10 AM PBARTHOL JIM 417 1110 04/20/2006 04 30 PM JLIERLY block split panels and lap top plate and nail wal to corner/j11 BL99 01 8/07/06 JLL BUILDING FINAL TIME 13 00 8/07/06 CA 08/04/2006 12 20 PM DYASUMUR 08/07/2006 04 52 PM JLIERLY BL99 02 10/20/06 JLL BUILDING FINAL 10/20/06 DA 10/19/2006 09 53 AM PERMITS 10/20/2006 03 51 PM JLIERLY correct address to be posted /slope soil away from foundation /provide ladder to attice access/j11 BL99 03 11/14/06 JLL BUILDING FINAL TIME 13 00 11/13/2006 02 08 PM DYASUMUR COMMENTS AND NOTES PREPARED 10/20/06 8 38 43 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 10/20/06 ADDRESS 1919 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER OLYMPIC VIEW PARTNERS LLC PHONE (360) 417 1110 PARCEL 06 30 13 5 7 0140 0000 APPL NUMBER 06 00000223 RES MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL99 01 8/07/06 JLL PLUMBING FINAL TIME 13 00 8/07/06 CA 08/04/2006 12 21 PM DYASUMUR n 08/07/2006 04 52 PM JLIERLY PL99 02 10/2Q /06 PLUMBING FINAL 10/19/2006 09 53 AM PERMITS COMMENTS AND NOTES PREPARED 10/20/06 8 38 43 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 10/20/06 ADDRESS 1919 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER OLYMPIC VIEW PARTNERS LLC PHONE (360) 417 1110 PARCEL 06 30 13 5 7 0140 0000 APPL NUMBER 06 00000223 RES MANUFACTURED HOME PERMIT BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS DSD 01 2/28/06 RV 2/28/06 AP BL99 01 8/07/06 JLL 8/07/06 CA PW99 01 8/09/06 RV 8/09/06 AP BL99 02 10/20/06 l PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BUILDING DOWN SPOUT DRAINS 08/09/2006 04 32 PM RVESS 08/09/2006 04 32 PM RVESS BUILDING FINAL TIME 13 00 JIM 417 1110 Make sure a Certified Installer did the installation 08/04/2006 12 24 PM DYASUMUR 08/07/2006 04 52 PM JLIERLY PUBLIC WORKS FINAL 08/09/2006 04 37 PM RVESS 08/09/2006 04 38 PM RVESS BUILDING FINAL JIM 417 1110 10/19/2006 09 52 AM PERMITS BLI 01 4/17/06 JLL BUILDING INSULATION TIME 13 00 4/18/06 DA 04/14/2006 03 48 PM DYASUMUR JIM 417 1110 GARAGE INSULATION 04/18/2006 01 27 PM JLIERLY engineer design on hold downs to be epoxied and letter to verify such /shear panel and hold downs req inspected before cover BL3 01 4/20/06 JLL BUILDING FRAMING 4/20/06 DA 04/20/2006 08 10 AM PBARTHOL JIM 417 1110 04/20/2006 04 30 PM JLIERLY block split panels and lap top plate and nail wal to corner/j11 BL99 01 8/07/06 JLL BUILDING FINAL TIME 13 00 8/07/06 CA 08/04/2006 12 20 PM DYASUMUR 08/07/2006 04 52 PM JLIERLY BL99 02 1020/06 BUILDING FINAL 10/19/2006 09 53 AM PERMITS PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 8/07/06 JLL MECHANICAL FINAL TIME 13 00 8/07/06 CA 08/04/2006 12 21 PM DYASUMUR 08/07/2006 04 52 PM JLIERLY ME99 02 10/ i= L MECHANICAL FINAL i. PERMIT PL 00 PLUMBING IT IT REQUESTED INS DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS Job Located at Date BUILDING DIVISION CITY OF PORT ANGELES Correction Notice d4 Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction 14,00 4-0 I, 0 019 g Oa° c4,000/ These corrections must be made and are not to be covered until reinspection is made When corr#-ions have been made, please call /i' CJ for inspection JL� Inspector for Building Division 11A NAT RFMAVF THIS TOG SERVICE ADDRESS Vii/ C j t r r' L LOCATION OF DEVICE. or/(::: i' G 7 F- /4 5" r G, 7L A i t ASSEMBLY W /4t J S 7 7 C Manufacturer Model Size IS THIS AN APPROVED ASSEMBLY? YES NO IS ASSEMBLY INSTALLED CORRECTLY' YES NO DATE OF INSTALLATION 4 G (1. 4.' eit, UNKNOWN❑ NAME OF PREMISES Initial Test Repairs Details Final Test COMMENTS `l/ Initial Test Repairs Final Test Cleaned Replaced ,l Backflow Assembly Test Report City of Port Angeles Public Works and Utilities Department Water/Wastewater Collection Division REDUCED PRESSURE PRINCIPLE ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY CHECK VALVE #1 Leaked Held at 7 psi Held at psi AIR GAP INSPECTION REQUIRED MINIMUM SEPARATION YES NO Date /Time Tester CHECK VALVE #2 Leaked Closed Tight Held at S psi Cleaned Cleaned Replaced Replaced Closed CC Tight Held at r v psi Opened at psi I'' Signature 3 psi Buffer YES NO Did Not Open Opened at psi Official Use Only C Assem 'v n Received f X RELIEF VALVE Cert. Test Kit er WHITE CUSTOMER COPY YELLOW PURVEYOR COPY PINK TESTER COPY TYPE OF HAZARD Line Pressure psi y Serial No RP RPDA DC DCDA PVB Air Gap SVB AVB PVB /SVB AIR INLET Did Not Open Opened at psi CHECK VALVE Leaked Held at psi REPAIRS Cleaned Replaced AIR INLET Opened at psi CHECK VALVE Held at psi BACK PRESSURE NO YES Held Backpressure YES O` NO #2 Shutoff Held YES a NO Relief Valve Exercised YES NO F J Passed Failed D- D.— PREPARED 8/07/06 11 20 09 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 8/07/06 ADDRESS 1919 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER OLYMPIC VIEW PARTNERS LLC PHONE (360) 417 1110 PARCEL 06 30 13 2 3 0030 0000 APPL NUMBER 06- 00000223 RES MANUFACTURED HOME PERMIT BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 8/07/06 ALL C 0 4,- PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 8/07/06 a LL MECHANICAL FINAL TIME 13 00 ____LJ 08/04/2006 12 21 PM DYASUMUR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL99 01 8/07/06 JLL PLUMBING FINAL TIME 13 00 08/04/2006 12 21 PM DYASUMUR COMMENTS AND NOTES BUILDING FINAL TIME 13 00 JIM 417 1110 Make sure a Certified Installer did the installation 08/04/2006 12 24 PM DYASUMUR BLI 01 4/17/06 JLL BUILDING INSULATION TIME 13 00 4/18/06 DA 04/14/2006 03 48 PM DYASUMUR JIM 417 1110 GARAGE INSULATION 04/18/2006 01 27 PM JLIERLY engineer design on hold downs to be epoxied and letter to verify such /shear panel and hold downs req inspected before cover BL3 01 4/20/06 JLL BUILDING FRAMING 4/20/06 DA 04/20/2006 08 10 AM PBARTHOL JIM 417 1110 04/20/2006 04 30 PM JLIERLY block split panels and lap top plate and nail wal to corner/j11 BL99 01 8/07/06 a LL BUILDING FINAL TIME 13 00 k% 1" 08/04/2006 12 20 PM DYASUMUR ve-$ -A-Ct lc Application Number 06 00000784 Date 7/20/06 Application pin number 298592 Property Address 1919 VILLAGE CIR ASSESSOR PARCEL NUMBER 06 30 13 2 3 -0030 0000 Tenant nbr name OLYMPIC VIEW PARTNERS Application type description PLUMBING REPAIR Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 500 Owner Contractor OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417 1110 Signature of Contractor or Authorized Agent T•\Policies \I102.15R [1 /05] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST`STHSTREET PORT ANGELES, WA 98362 OWNER Permit PLUMBING PERMIT Additional desc Permit pin number 82891 Permit Fee 57 00 Plan Check Fee 00 Issue Date 7/20/06 Valuation 0 Expiration Date 1/16/07 Qty Unit Charge Per Extension BASE FEE 50 00 1 00 7 0000 ECH PL- EA LAWN BACKFLOW 7 00 Fee summary Charged Paid Credited Due Permit Fee Total 57 00 57 00 00 00 Plan Check Total 00 00 00 00 Grand Total 57 00 57 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 lo law regulating construction or the performance of construction. >"---)-6— ©e; Date Date Signature of Owner (if owner isbuilder) CALL 417 -4807 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 RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417-4807 FIRE 417-4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T•1Policies11102.15R [1/051 PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES I NO I I I I I 1 I I 1 I 1 1 I I I I I 1 I I 1 1 1 I I I I I I I 1 I I 1 I 1 I I I I I 1 1 I I I 1 I 1 I 1 I I 1 I 1 I I I I I I I I I 1 I I I I 1 1 I I COMMENTS 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 BUILDING I I 1 I I 1 1 I I I Total lot coverage PLANNING USE ONLY BUILDING PERMIT APPLICATION ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other. OA/ e. Fill out COMPLETELI and in INK. 1 our application and site plan MUST BE COMPLETE to be accepted for review If you have any questions. call PERMITS (360) 417 -4815 TA11(360)417 -4711 417 S8 FOR OFFIC1. jiSE ONLY Date Rec. F 4 c Permit Da1 e.ppro "ed: 7 6 Date issued. 7/��1J� Applicant or Agent. CAL Y4 ,G if-i...) /mot- ri.�iv G-/e Phone: Li/i 7 Owner a ?'1q/c Phone. ////1 Address: //7 J i/%4 L- -'f 41'1: City A Zip. 9 47K..). Architect/En inn ear zf/ i// 74 -o i i°_ Phone: -7/ 7 0.x--07 Contractor State License Exp Phone: Address: City Zip PROJECT ADDRESS 7 S l4e-46d- ZONING T,FG_AL DESCRIPTION Lot: 7 Block. Subdivision. 6174404.---a2.4 1 6 CLAT T AM COUNTY P_ARCFT, NUMBER. TYPE OF WORK. STZF/VALUATION gesidential New Constr Re -roof Stove SF /SF Multi- family Addition Move Garage SF /SF Commercial Remodel Demolition Deck SF /SF Repair Sign Other TOTAL VALUATION BRIEF DESCRIPTION OF THE PROJECT 4T /144 C-/.0v4i COMMERCIAL/RESIDENTIAL. Occupancy Group. Occupant Load. Construction Type: No. of Stones: Lot Size: Existing Sq. Ft. Proposed Sq Ft. TOTAL Sq Ft. APPROVALS PLAN BLDG DPIVU FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. Tins figure will be reviewed and maybe revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that 1 have read and examined this application and know the same to be true and correct. I am authorized to apply for this p ermit and understand that it is my rasp° sibility to determine what permits are required not the City's, and that I must obtain such permits prior to work. T 1FOP.MS\BldgYermitform wpd Applicant Date: 7 ey7r\ Job Located at BUILDING DIVISION CITY OF PORT ANGELES Correction Notice f DO NOT REMOVE THIS TAG L Inspection of your work revealed that the following is this f not in accordance with the codes governing the work in jurisdiction 4 1 24� f F„ov P#D a2fyii_egS Co iko el Grcittl.,\ fix Sl 0 Iii. 1 c c.or9 -N. FiZAVVt T- 4- 4 ybk X FeRal-4 l-Pt S i -6 c (4, J ).(2 GJOYLfLS 1 1 c)1rL >.1 l `N R1190( These corrections must be made and are not to be covered until reinspection is made When corrections have been made, please call 4 417— c 1 for inspection Date L I (P JUL, Inspector for Building Division uerr _12)e PREPARED 5/04/06 13 09 34 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 5/04/06 ADDRESS 1919 VILLAGE CIR SUBDIV TENANT NBR OLYMPIC PENIN DEVELOP CONTRACTOR FRIENDSWOOD BUILDERS INC PHONE (360) 417 1110 OWNER OLYMPIC VIEW PARTNERS LLC PHONE (360) 417 1110 PARCEL 06 30 13 2 3 0030 0000 APPL NUMBER 05 00001203 RES NEW SFR PERMIT BPR 01 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 O1 /O 06 JL L BUIVEIRG EITAL TIME Ul T 0 BUILDING TAKEN B TI DYA SUMUR 13 0 00 DATE 05/03/06 TIME 10 24 55 05/03/2006 10 24 AM DYASUMUR JIM 417 1110 COMMENTS AND NOTES 4— 20 06 2 30PM NT/ TO 1 tAr1 ORGANIZATION FAX SUBJECT REMARKS NORTHWESTERN TERRITORIES, INC. A JLS GROUP COMPANY 717 SOUTH PEABODY STREET PORT ANGELES, WA 08382 Engineers Land Surveyors Geologists Construction Inspection Materials Testing (580) 452-8491 FAX 452.9498 www.nU4u.com E -Mall: Info @ntl4u, FAX TRANSMITTAL DATE il 2 C VO FROM G PHONE BILE �e h,i r7s0lu taam eia ho s 3604528498 NUMBER OF PAGES (including this) MAIL ORIGINALS? YES Vrs10 PLEASE CALL IF YOU HAVE ANY QUESTION THANK YOU 4 -20 -06 2 30PN1 NTI April 20, 2006 Pat Richardson Consolidated Builders 251 Old Blyn Hwy Sequim, WA 98382 Subject: Witness Installation of Epoxy Grouted Anchor Bolts Dear Pat: Tom Gentilo observed the installation of four epoxy grouted anchor bolts at your Peninsula Village project, on April 20 2006 from 10 -11 AM These bolts were located in the front (west) wall of the garage, securing the sill plate of conventional frame construction to the concrete foundation Process observed Holes (four in number) were drilled into the concrete, in the appropriate locations to an approximate depth of 15" The diameter of the drilled holes was 5/8" +1/16" 0" After the holes were drilled they were brushed out and blown out with compressed air and a 20" long wand, starting from the bottom of the hole The holes were then partially filled with Simpson "Epoxy Tie, SET -22 epoxy grout, mixed in the injector gun and injected into the holes starting at the bottom of the hole and filling upward Threaded rods (5/8" nominal diameter) were inserted into the holes until epoxy was displaced from the holes, and a minimum of 12' of rod was inserted into the hole Sincerely, NTI ENGINEERING SU David Hanna, PE Civil Engineer "rte Tom Gentilo CW I Inspector 1110 NTI ENGINEERING SURVEYING 717 SOUTH PEABODY STREET PORT ANGELES, WA 98962 Engineers o Lend Surveyors Geologists Construction Inspection Materials Testing (3O)452-841 FAX 462.0498 www.nti4u.com E -Mail' info @ntl4u.com 5100551 EXP 10100 EXPIRES 7 -zo 06 3604528498 2 rev_'` Job Located at ,/of ,Q C' Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction Correction Notice Date 2.0 BUILDING DIVISION CITY OF PORT ANGELES DL/ Inspector for Building Division These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call L/ for inspection DO NOT REMOVE THIS TAG PREPARED 4/20/06 12 39 53 INSPECTION TICKET PAGE 12 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 4/20/06 ADDRESS 1919 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER OLYMPIC VIEW PARTNERS LLC PHONE (360) 417 1110 PARCEL 06 30 13 2 3 0030 0000 APPL NUMBER 06 00000223 RES MANUFACTURED HOME PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLI 01 4/17/06 JLL BUILDING INSULATION TIME 13 00 4/18/06 DA 04/14/2006 03 48 PM DYASUMUR JIM 417 1110 GARAGE INSULATION 04/18/2006 01 27 PM JLIERLY engineer design on hold downs to be epoxied and letter to verify such /shear panel and hold downs req inspected before cover BL3 01 4/2i/ p 6 d iiL BUILDING FRAMING 04/2o/zoos FRAMING 08 10 AM PBARTHOL JIM 417 1110 COMMENTS AND NOTES Job Located at BUILDING DIVISION CITY OF PORT ANGELES Correction Notice Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction n 21Ean ]2?54 -fie- -�a.� 1 14;� g s#11— g atir 41A/ 4 t i' 4-0 ISO 0 a e 111 o These corrections must be made and are not to be covered until reinsgection is made When corrections al/ e-/ '/c for inspection Date have been made, please call DO NOT REMOVE THIS TAG d og, QA Inspector for Building Division PREPARED 4/17/06 12 31 35 INSPECTION TICKET PAGE 12 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 4/17/06 ADDRESS 1919 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER OLYMPIC VIEW PARTNERS LLC PHONE (360) 417 1110 PARCEL 06 30 13 2 3 0030 0000 APPL NUMBER 06 00000223 RES MANUFACTURED HOME PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLI 01 /17 06 JLL BUILDING INSULATION TIME 13 00 04/14/2006 03 48 PM DYASUMUR JIM 417 1110 GARAGE INSULATION 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 OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417 1110 Other struct info Qty Unit Charge Per Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Other Fees Fee summary Charged Permit Fee Total Signature of Contractor or Authorized Agent T• \Policies \1102.15R 1/05] RIGHT OF WAY 72256 110 00 3/07/06 9/03/06 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 06 00000223 852488 1919 VILLAGE CIR 06 30 13 2 3 0030 0000 RES MANUFACTURED HOME RESIDENTIAL HIGH DENSITY 75000 Contractor OWNER TOTAL LOT COVERAGE EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE Permit PUBLIC WORKS RES WATER SERV Additional desc 3/4 DROP IN METER Permit pin number 72249 Permit Fee 195 00 Issue Date 3/07/06 Expiration Date 9/03/06 BASE FEE SANITARY SEWER HOOK UP Qty Unit Charge Per 1 00 110 0000 EA SAN SEWER HOOKUP Plan Check Fee Valuation Qty Unit Charge Per 1 00 50 0000 ECH RIGHT OF WAY PERMIT SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Paid Credited 355 00 355 00 00 Date Date 3/07/06 1 00 1 00 399629 00 2112 00 2112 00 00 0 Extension 195 00 72231 50 00 Plan Check Fee 00 3/07/06 Valuation 0 9/03/06 Extension 50 00 Plan Check Fee 00 Valuation 0 Extension 110 00 745 00 4 50 1025 00 Due 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned 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 Ioc law regulpting construction or the performance of construction. ignature of Owner (if owner is builder) Date PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T•\Policies \I 102.15R 1/05] PERMIT INSPECTION RECORD CALL 417 -4807 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 INSPECTION TYPE DATE ACCEPTED COMMENTS YES 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 CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 06 00000223 Date 3/07/06 Application pin number 852488 Plan Check Total 00 00 00 00 Other Fee Total 1774 50 1774 50 00 00 Grand Total 2129 50 2129 50 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work 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 T• \Policies \I 102.15R 1/05] CALL 417 -4807 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 INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T•\Policies \1102.15R [1/05] RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 PERMIT INSPECTION RECORD YES 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 BUILDING MVO OF pORT,N,O ti� C ana 11. MGM ft eUC V.0 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Owner OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417 1110 Other struct info Permit Additional desc Permit pin number 72223 Permit Fee 230 00 Issue Date 3/07/06 Expiration Date 9/03/06 Qty Unit Charge Per desc number Expiration Date 9/03/06 Qty Unit Charge Per BL MANUFACTURED HOME BASE FEE Permit BUILDING PERMIT RESIDENTIAL Additional Permit pin 72298 Permit Fee 207 75 Plan Check Fee 83 10 Issue Date 3/07/06 Valuation 9407 BASE FEE 8 00 14 0000 THOU BL -2001 25K (14 PER K) Permit ELECTRICAL NEW RESIDENTIAL Additional desc Permit pin number 72280 Permit Fee 36 40 Plan Check Fee 00 Issue Date 3/07/06 Valuation 0 Expiration Date 9/03/06 Qty Unit Charge Per Extension 1 00 36 4000 ECH EL -LVT FIRST THERMOSTAT 36 40 Permit MECHANICAL PERMIT Additional desc Permit pin number 72272 Permit Fee 75 35 Plan Check Fee 00 Issue Date 3/07/06 Valuation 0 Expiration Date 9/03/06 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 regula)ng construction or the performance of construction. Signature of Contractor or Authorized Agent Date T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 06 00000223 852488 1919 VILLAGE CIR 06 30 13 2 3 0030 0000 RES MANUFACTURED HOME RESIDENTIAL HIGH DENSITY 75000 Contractor OWNER TOTAL LOT COVERAGE EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE Plan Check Fee Valuation Date 3/07/06 1 00 1 00 399629 00 2112 00 2112 00 �it�GrO /!�t¢/Olo 00 0 Extension 230 00 Extension 95 75 112 00 2.aZD- Sig`nlature of O nw er (if owner is builder Date J 1.0 CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES 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 DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS r POST HOLES (POLE BLDGS.) t PLUMBING UNDER FLOOR SLAB 4 ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION RW PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 I (•\Policies \1102_15 building permit inspection record05.wpd (1/4/2005) BUILDING PERMIT INSPECTION RECORD FINAL FINAL SEPA. ESA. SHORELINE. 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION RW PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING DATE ACCEPTED BY. DATE ACCEPTED BY. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO Application Number Application pin number Qty Unit Charge Per CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 06 00000223 852488 BASE FEE 1 00 14 7000 ECH ME INSTALL 100- FAU 1 00 10 6509 ECH ME -GAS PIPE 1 TO 5 Page 2 Date 3/07/06 Extension 50 00 14 70 10 65 Permit PLUMBING PERMIT Additional desc Permit pin number 72264 Permit Fee 72 00 Plan Check Fee 00 Issue Date 3/07/06 Valuation 0 Expiration Date 9/03/06 Qty Unit Charge Per Extension BASE FEE 50 00 1 00 7 0000 ECH PL- EA INSTALL WATER PIPE 7 00 1 00 15 0000 ECH PL- EA BLDG SEWER 15 00 Other Fees SEWER SYSTEM DELV CHARGE 745 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1025 00 Fee summary Charged Paid Credited Due Permit Fee Total 621 50 621 50 00 00 Plan Check Total 83 10 83 10 00 00 Other Fee Total 1774 50 1774 50 00 00 Grand Total 2479 10 2479 10 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 T•\Policies \1102_15 building permit inspection record05.wpd [1/4/20051 CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES 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 DATE I ACCEPTED COMMENTS FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS 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 SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION RW PW/ ENGINEERING FIRE PLANNING DEPT BUILDING PERMIT INSPECTION RECORD 417 -4807 417 -4653 417 -4750 BUILDING 417 -4815 T•\Policies \1102_15 building permit inspection record05.wpd [x/4/2005) s/; 11-t, Uw YES NO 417 -4735 ELECTRICAL LIGHT DEPT FINAL C A C DATE v ACCEPTED BY. I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO G31 VI Wa-Gi h-vicr6 Mem L. 1 AC (11.- FINAL 1 44 DATE CA ACCEPTED BY. SEPA. ESA. SHORELINE: CONSTRUCTION RW PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING I I I I I I I I I PREPARED 2/22/06 13 30 13 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 2/22/06 ADDRESS 1919 VILLAGE CIR SUBDIV TENANT NBR OLYMPIC PENIN DEVELOP CONTRACTOR FRIENDSWOOD BUILDERS INC PHONE (360) 417 1110 OWNER OLYMPIC VIEW PARTNERS LLC PHONE (360) 417 1110 PARCEL 06 30 13 2 3 0030 0000 APPL NUMBER 05 00001203 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLM 01 12/20/05 JLL BUILDING FOUNDATION MONO SLAB 12/20/05 DA jim chachu 12/19/2005 01 04 PM DYASUMUR 12/20/2005 04 51 PM PBARTHOL not ready only has temp property pins BLM 02 12/21/05 JLL BUILDING FOUNDATION MONO SLAB TIME 17 00 12/21/05 DA 12/21/2005 12 34 PM PBARTHOL 12/21/2005 04 46 PM PBARTHOL SETBACKS INCORRECT BLM 03 12/22/05 JLL BUILDING FOUNDATION MONO SLAB 12/23/05 AP 12/22/2005 04 57 PM PBARTHOL 12/23/2005 08 27 AM PBARTHOL BLMH 01 1/26/06 JLL BUILDING MANUFACTURED HOLDDOWN TIME 13 00 1/26/06 AP 01/25/2006 11 16 AM DYASUMUR JIM 417 1110 01/25/2006 02 04 PM PBARTHOL 01/26/2006 01 56 PM PBARTHOL BL1 01 2/14/06 JLL BUILDING FOUNDATION FOOTING TIME 08 00 2/14/06 DA 02/13/2006 10 31 AM DYASUMUR RYAN 460 3693 02/14/2006 04 47 PM PBARTHOL vert bars not in place BL1 02 2/15/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 2/15/06 AP 02/14/2006 12 01 PM DYASUMUR RYAN 460 3693 02/15/2006 04 41 PM PBARTHOL BL2 01 2/15/06 JLL BUILDING FOUNDATION WALL TIME 13 00 2/15/06 CA 02/15/2006 12 32 PM DYASUMUR RYAN 460 3693 02/15/2006 04 42 PM PBARTHOL not ready for stem wall inspection BL9 01 /2 JLL 021I 6HE8W8L TIME 13 00 02/21/2006 0 48 08 48 AM DYASUMUR RYAN 460 3693 COMMENTS AND NOTES PREPARED 2/15/06 14 09 59 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 2/15/06 ADDRESS 1919 VILLAGE CIR TENANT NBR OLYMPIC PENIN DEVELOP CONTRACTOR FRIENDSWOOD BUILDERS INC OWNER OLYMPIC VIEW PARTNERS LLC PARCEL 06 30 13 2 3 0030 0000 APPL NUMBER 05 00001203 RES NEW SFR BL1 01 2/14/06 JLL 2/14/06 DA EL5 01 2/01/06 ACO 2/01/06 AP PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLM 01 12/20/05 JLL BUILDING FOUNDATION MONO SLAB 12/20/05 DA jim chachu 12/19/2005 01 04 PM DYASUMUR 12/20/2005 04 51 PM PBARTHOL not ready only has temp property pins BLM 02 12/21/05 JLL BUILDING FOUNDATION MONO SLAB TIME 17 00 12/21/05 DA 12/21/2005 12 34 PM PBARTHOL 12/21/2005 04 46 PM PBARTHOL SETBACKS INCORRECT BLM 03 12/22/05 JLL BUILDING FOUNDATION MONO SLAB 12/23/05 AP 12/22/2005 04 57 PM PBARTHOL 12/23/2005 08 27 AM PBARTHOL BLMH 01 1/26/06 JLL BUILDING MANUFACTURED HOLDDOWN TIME 13 00 1/26/06 AP 01/25/2006 11 16 AM DYASUMUR JIM 417 1110 01/25/2006 02 04 PM PBARTHOL 01/26/2006 01 56 PM PBARTHOL BUILDING FOUNDATION FOOTING TIME 08 00 02/13/2006 10 31 AM DYASUMUR RYAN 460 3693 02/14/2006 04 47 PM PBARTHOL vert bars not in place BL1 02 2/ /0f JLL BUILDING FOUNDATION FOOTING TIME 13 00 02/14/2006 12 01 PM DYASUMUR RYAN 460 3693 BL2 01 %6 dd,L/ BUILDING FOUNDATION WALL TIME 13 00 02/15/2006 12 32 PM DYASUMUR RYAN 460 3693 PERMIT ELNR 01 ELECTRICAL NEW RESIDENTIAL SUB SHAMP ELECTRICAL CONTRACTING (360)452 1689 REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV ELECTRICAL SERVICE 02/02/2006 02 06 PM AOMAN 02/02/2006 02 07 PM AOMAN PHONE (360) 417 1110 PHONE (360) 417 1110 PERMIT I: 00 MECHANICAL PERMI REQUEST INSP DESCR ION TYP /SQ •SMPL D R RESULTS/ `uu 2/15 6 JLL NE E 13.10 5/2006 01 PATTY 460 8300 COMMENTS AND NOTES PREPARED 2/14/06 13 32 04 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 2/14/06 ADDRESS 1919 VILLAGE CIR TENANT NBR OLYMPIC PENIN DEVELOP CONTRACTOR FRIENDSWOOD BUILDERS INC OWNER OLYMPIC VIEW PARTNERS LLC PARCEL 06 30 13 2 3 0030 0000 APPL NUMBER 05 00001203 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS Vgei SUBDIV PHONE (360) 417 1110 PHONE (360) 417 1110 BLM 01 12/20/05 JLL BUILDING FOUNDATION MONO SLAB 12/20/05 DA jim chachu 12/19/2005 01 04 PM DYASUMUR 12/20/2005 04 51 PM PBARTHOL not ready only has temp property pins BLM 02 12/21/05 JLL BUILDING FOUNDATION MONO SLAB TIME 17 00 12/21/05 DA 12/21/2005 12 34 PM PBARTHOL 12/21/2005 04 46 PM PBARTHOL SETBACKS INCORRECT BLM 03 12/22/05 JLL BUILDING FOUNDATION MONO SLAB 12/23/05 AP 12/22/2005 04 57 PM PBARTHOL 12/23/2005 08 27 AM PBARTHOL BLMH 01 1/26/06 JLL BUILDING MANUFACTURED HOLDDOWN TIME 13 00 1/26/06 AP 01/25/2006 11 16 AM DYASUMUR JIM 417 1110 01/25/2006 02 04 PM PBARTHOL 01/26/2006 01 56 PM PBARTHOL BL1 01 2/14/06 JLL BUILDING FOUNDATION FOOTING TIME 08 00 02/13/2006 10 31 AM DYASUMUR d i n- RYAN 460 3693 COMMENTS AND NOTES �e l r6e, 4-4-5 PREPARED 1/26/06 9 10 34 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT TYP /SQ BLM 01 BLM 02 BLM 03 BLMH 01 1919 VILLAGE CIR OLYMPIC PENIN DEVELOP FRIENDSWOOD BUILDERS INC OLYMPIC VIEW PARTNERS LLC 06 30 13 2 3 0030 0000 05 00001203 RES NEW SFR BPR -00 BUILDING PERMIT REQUESTED INSP COMPLETED RESULT 12/20/05 JLL 12/20/05 DA 12/21/05 JLL 12/21/05 DA 12/22/05 JLL 12/23/05 AP RESIDENTIAL DESCRIPTION RESULTS /COMMENTS INSPECTOR JAMES L LIERLY BUILDING FOUNDATION jim chachu 12/19/2005 01 04 12/20/2005 04 51 not ready only has temp property pins BUILDING FOUNDATION MONO SLAB TIME 12/21/2005 12 34 PM PBARTHOL 12/21/2005 04 46 PM PBARTHOL SETBACKS INCORRECT BUILDING FOUNDATION MONO SLAB 12/22/2005 04 57 PM PBARTHOL 12/23/2005 08 27 AM PBARTHOL BUILDING MANUFACTURED HOLDDOWN 01/25/2006 11 16 AM DYASUMUR JIM 417 1110 01/25/2006 02 04 MONO SLAB PM DYASUMUR PM PBARTHOL PM SUBDIV COMMENTS AND NOTES PHONE (360) 417 1110 PHONE (360) 417 1110 PBARTHOL 17 00 TIME 13 00 PAGE 12 DATE 1/26/06 PREPARED 12/21/05 12 39 04 INSPECTION TICKET PAGE 15 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 12/21/05 ADDRESS 1919 VILLAGE CIR SUBDIV TENANT NBR OLYMPIC PENIN DEVELOP CONTRACTOR FRIENDSWOOD BUILDERS INC PHONE (360) 417 1110 OWNER OLYMPIC VIEW PARTNERS LLC PHONE (360) 417 1110 PARCEL 06 30 13 2 3 0030 0000 APPL NUMBER 05 00001203 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLM 01 12/20/05 JLL BUILDING FOUNDATION MONO SLAB 12/20/05 DA jam chachu 12/19/2005 01 04 PM DYASUMUR 12/20/2005 04 51 PM PBARTHOL not ready only has temp property pins BLM 02 12/2 /05 JL BUILDING FOUNDATION MONO SLAB TIME 17 00 12/21/2005 12 34 PM PBARTHOL C// COMMENTS AND NOTES PREPARED 12/20/05 13 44 04 INSPECTION TICKET PAGE 13 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 12/20/05 ADDRESS 1919 VILLAGE CIR SUBDIV TENANT NBR OLYMPIC PENIN DEVELOP CONTRACTOR FRIENDSWOOD BUILDERS INC PHONE (360) 417 1110 OWNER OLYMPIC VIEW PARTNERS LLC PHONE (360) 417 1110 PARCEL 06 30 13 2 3 0030 0000 APPL NUMBER 05 00001203 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLM 01 12/2 /05 JLL O FIFA BUILDING FOUNDATION MONO SLAB jim chachu 12/19/2005 01 04 PM DYASUMUR COMMENTS AND NOTES 1(1 en/ eA/z/ 7;; 714e= 2 Ais> S �r Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417 -1110 Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty 1 00 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 1 00 mature of Contractor or Authorized Agent T \Policies \1102.15R [1/051 Charge Per 05 00001203 469209 1919 VILLAGE CIR 06 30 -13 2 3 -0030 0000 OLYMPIC PENIN DEVELOP RES NEW SFR RESIDENTIAL HIGH DENSITY 75000 BASE FEE RIGHT OF WAY SANITARY SEWER HOOK UP CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Contractor TOTAL EXISTING LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE 67157 50 00 Plan Check Fee 12/19/05 Valuation 6/17/06 Unit Charge Per 50 0000 ECH RIGHT OF WAY PERMIT 67140 110 00 Plan Check Fee 12/19/05 Valuation 6/17/06 110 0000 EA SAN SEWER HOOKUP Special Notes and Comments Building address sign shall not be less than 6 not more than 12 in height Numbers colors must contrast with wall color they are mounted on (Ord 14 36 050 E) When roof gutters are installed drains will located in dry wells or piped to approved storm drain location No /2 Date 12/19/05 FRIENDSWOOD BUILDERS INC 113 SO VALLEY ST PORT ANGELES (360) 417 1110 LOT COVERAGE LOT COVERAGE WA 98362 1 00 1 00 399629 00 2112 00 2112 00 PUBLIC WORKS RES WATER SERV 3/4 DROP IN WATER METER 67165 195 00 Plan Check Fee 00 12/19/05 Valuation 75000 6/17/06 Extension 195 00 00 75000 Extension 50 00 00 75000 Extension 110 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned 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 can l the provisions of any state or local law regulating construction or the performance of construct Date Signature of Owner (if owner is builder) Date CALL 417 -4807 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 INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T\Policies \I102.15R [I/05] RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 PERMIT INSPECTION RECORD YES I NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL I I I I I I I I CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT BUILDING DATE ACCEPTED YES I NO CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Date 12/19/05 Application Number 05 00001203 Application pin number 469209 Special Notes and Comments pressurized or pumping to curbs are allowed An inspection by Building Department is required prior to backfill 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) 12/15/2005 04 37 PM SROBERDS The proposal will result in 1 res structure on the 4+ acre property in the RS 9 zone Setbacks must be a min of 25 from Lindberg 13 from Golf Course and 7 from interior $713 Connect Fee 12/06/2005 08 26 AM JHEBNER Electrical permits are required 12/06/2005 08 27 AM JHEBNER Temporary Power is only available from the exist Temp /Meter at Golfcourse Lindberg Roads 12/06/2005 08 27 AM JHEBNER Any modifications to the City s electrical facilities will be at the customer s expense Site access entry construction parking area silt fence to be inplace pior to permit issuence Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to prouring concrete Other Fees SEWER SYSTEM DELV CHARGE 745 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1025 00 F ee su mmary Charged Paid Credited Due Permit Fee Total 355 00 355 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 1774 50 1774 50 00 00 Grand Total 2129 50 2129 50 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 T \Policies \I 102.158 [1 /0S] PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T\Policies \1102.15R 1/05] PERMIT INSPECTION RECORD CALL 417 -4807 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 INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT BUILDING CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 05 00001203 Application pin number 469209 Property Address 1919 VILLAGE CIR ASSESSOR PARCEL NUMBER 06 30 13 2 3 0030 0000 Tenant nbr name OLYMPIC PENIN DEVELOP Application type description RES NEW SFR Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 75000 Owner OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417 -1110 Other struct info Permit Additional desc Permit pin number 67454 Permit Fee 845 25 Issue Date 12/19/05 Expiration Date 6/17/06 Qty Unit Charge Per BUILDING PERMIT BASE FEE 25 00 7 0000 THOU BL -50 001 100K Permit MECHANICAL PERMIT Additional desc Permit pin number 67462 Permit Fee 104 35 Issue Date 12/19/05 Expiration Date 6/17/06 T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] Contractor FRIENDSWOOD BUILDERS INC 113 SO VALLEY ST PORT ANGELES (360) 417 1110 LOT COVERAGE LOT COVERAGE TOTAL EXISTING LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE RESIDENTIAL Plan Check Fee Valuation (7 00 PER K) Plan Check Fee Valuation Date 12/19/05 WA 98362 1 1 399629 2112 2112 00 00 00 00 00 338 10 75000 Extension 670 25 175 00 00 0 Qty Unit Charge Per Extension BASE FEE 50 00 1 00 14 7000 ECH ME INSTALL 100- FAU 14 70 4 00 7 2500 ECH ME VENT FAN 29 00 1 00 10 6500 ECH ME -GAS PIPE 1 TO 5 10 65 Permit PLUMBING PERMIT Additional desc Permit pin number 67470 Permit Fee 142 00 Plan Check Fee 00 Issue Date 12/19/05 Valuation 0 Expiration Date 6/17/06 Qty Unit Charge Per Extension BASE FEE 50 00 9 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 63 00 1 00 7 0000 ECH PL- EA INSTALL WATER PIPE 7 00 1 00 15 0000 ECH PL- EA BLDG SEWER 15 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 constructe 42 /7- nature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES 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 DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS 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 SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT BUILDING PERMIT INSPECTION RECORD CONSTRUCTION KW PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 I T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] FINAL FINAL SEPA. ESA. SHORELINE. DATE ACCEPTED BY. DATE ACCEPTED BY. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 05 00001203 Application pin number 469209 Qty Unit Charge Per Extension 1 00 7 0000 ECH PL- EA WATER HEATER 7 00 Special Notes and Comments Building address sign shall not be less than 6 not more than 12 in height Numbers colors must contrast with wall color they are mounted on (Ord 14 36 050 E) When roof gutters are installed drains will located in dry wells or piped to approved storm drain location No pressurized or pumping to curbs are allowed An inspection by Building Department is required prior to backfill 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) 12/15/2005 04 37 PM SROBERDS The proposal will result in 1 res structure on the 4+ acre property in the RS 9 zone Setbacks must be a min of 25 from Lindberg 13 from Golf Course and 7 from interior $713 Connect Fee 12/06/2005 08 26 AM JHEBNER Electrical permits are required 12/06/2005 08 27 AM JHEBNER Temporary Power is only available from the exist Temp /Meter at Golf course Lindberg Roads 12/06/2005 08 27 AM JHEBNER Any modifications to the City s electrical facilities will be at the customer s expense Site access entry construction parking area silt fence to be inplace pior to permit issuence Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to prouring concrete Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited 1091 60 1091 60 00 338 10 338 10 00 1774 50 1774 50 00 3204 20 3204 20 00 Page 2 Date 12/19/05 745 00 4 50 1025 00 Due 00 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS 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 SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES 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 DATE ACCEPTED COMMENTS YES I NO PLANNING DEPT SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 I T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD I12127--/oi I 03 I N.& /of I iLC. I I I I I I tees -kloc '1141'04-T4/ FINAL FINAL SEPA. ESA. SHORELINE. 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING DATE ACCEPTED BY. DATE ACCEPTED BY. 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 The City of Port Angeles Building Division. Upon reviewing your application and plans submitted for a Manufactured Home, the following are some of the items that will need to be taken in to consideration. Property Property boundary pins are to be identified and marked at footing inspection to verify minimum set back requirements. Manufactured homes. "Wains" installer tags must be on unit and appropriate box checked for each item completed. Manufactured home foundation design shall be included with the application. Foundations are required to be pit set with 12" maximum and 6" minimum reveal on foundation. Blocking and tie down inspection is required Wood framed skirting, framing shall be 2 "x 6" treated wood with %2" anchor bolts w/ 3 "x 3 "x 1/4" washer at 6' -0" OC and within 12" of P T sill ends. Stud pacing shall be 16" OC. 15/32" min thickness structural grade treated plywood 30 PCF equivalent -fluid weight soil pressure horizontal (max unbalanced back fill at 18" in height). Face grain across studs. Skirting, foundation crawl space and ventilation are required per WAC 296 -150M -0610 (1) (d) section 1 through 3. 1 Skirting must be made of approved material by the building division. Metal fasteners must be of hot dip zinc -galv stainless steel or other corrosive resistant materials. Ferrous metal members in contact with earth, except those made of galvanized or stainless steel, must be coated with asphaltic emulsion. Skirting must not trap water between the skirting and siding or trim. All skirting must be recessed behind the siding or trim. 2. The ventilation required is one (1) sf. Per 150 sf. of crawl space. 3. Access to under floor area to be a min. 18 "x 24" and positioned so that all areas under manufactured home are available for inspection. Access opening must be covered and that cover must be made of metal, pressure treated wood or vinyl. Foundation protection requires finish grade to be a minimum of 6" slope in 10' -0" away from the foundation. Footing /downspout drains (if required) to be directed to a drywell or other approved locations. An inspection of the water, sewer, electrical, footing and down spout drains is required before backfill is allowed. If outside of (4) minute response area a sprinkler system or an exterior bell tied into the smoke detector, approved by the Fire department may be required. A final inspection is required to be approved before occupancy can occur OF PORT ANGELES Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official FIE from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of this jurisdiction.�� r i c m orm SOO Approval Date o B JCC_ Garages. A continuous footing is required around the perimeter of the load bearing walls, although some manufactured homes are designed to accommodate a garage. The garage must be designed as though it is independent from the manufactured home. Sill and bottom plate anchor requirements for seismic zone D2. As per the 2003 IRC. Garages detached and attached to a manufactured homes, require standard wall bracing methods to be met, If they cannot be met, then refer to "Alternate Braced wall panel" Section of the 2003 IRC. If any of the aforementioned methods cannot be met, engineering design will be required for the "SHEAR WALL, ALTERNATE BRACED WALL PANEL" design under 2' -8" in width. This letter is not intended to cover all items required by the City of Port Angeles, but is to serve as a guide to help you understand frequently asked questions, "ALL WORK IS SUBJECT TO FIELD APPROVAL" 1/05 Applicant or Agent: pG e/y i� /12 .l i -i-,r J77. City Owner Address Architel 4 /44.7 Contractor P71.-- jf, 7z State License Address /12 l/!_7 f i City' PROJECT ADDRESS l &7l9 VILL 4A.G1ACL.E LEGAL DESCRIPTION Lot: Block. CLALLAM COUNTY PARCEL NUMBER. t C. TYPE OF WO Residential New Constr Re roof Multi family Addition Move Commercial Remodel Demolition Repair Sign BRIEF DESCRIPTION OF THE PROJECT BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST COMPLETE to he accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417-4711 Stove ,Garage Deck Other (..c)v1 u-✓ .A.r/XT� l�G ✓�.e -�G ,71) COMMERCIAL/RESIDENTIAL. Occupancy Group No of Stones. Lot Size. 3 aa .6 2cT Existmg Sq Ft. Total lot coverage ego* PLANNING USE ONLY ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other PA/ /A,J L4 eft!' Coo. Phone S/ //D Phone V/ 7 q P 4 Zip !J 602 Phone Over 7J6 Exp Phone 1 7 1 7 Zip 9,26-2 ZONING Subdivision. SIZE/VALUATION i6 SF /SF t o 1 44o SF /SF Gl, 407 SF /SF TOTAL VALUATION S Lied Xo_ OA-, di at) /4/ FOR OFFICIAL USE ONLY Date Rec. Permit O 12 0 Date Approved Date issued v7 A i /1412,61;2_ F Occupant Load. Construction Type Marla Proposed Sq Ft. I 1 TOTAL Sq Ft. 2 1 APPROVALS PLAN BLDG DPWU FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE IF a plan check fee as•due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Buildmg Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Buildmg/Residential Code, 2003) No application can be extended more than once. 1 hereby certify that I have read and examined this application and know the same to be true and correct. 1 am authorized to apply for this permit and understand that if is my responsibility to determin hat per its are required of the City's, and that I must obtain such permits prior to work. hcant• Date '1)`U T•�Po]icies\BL 1102_13 v✓pd App CITY OF PORT ANGELES LIGHT DIVISION STAKING SHEET z u a N N I Driveway z '924 U u y OJ R \rA N Driveway T924 I 0 O v l I ,lp N -1 1 /OALCN 1 j U 2291 -C 1 -2•PVC 3 -4 /OALCN 1524 -A 525 -B I 1526 -C 1 -4'P V C 3- 4 /OALCN X C 1-4'PVC o o al' rl LINDBERG ROAD 15 T t 35 0PX -1 3'PVC 1 /OALCN 2292 -C I -2'PVC 16 LINDBERG ROAD OA !q 1 lq/z 1e 20 142o F 1 /OALCN 2293-C 1-2'PVC 4 'PVC(f_turr) 2- 1110cu. 350TP� 1'PVC 22 /424 PRE—CONSTRUCTION O/H REMOVAL PENINSULA GOLF COURSE 0 PENINSULA GOLF COURSE LINDBERG 4 'PVC (future) 3 PVC LINDBERG ROAD 13 SB S2 uI1P 1 25 3'PVC 5B 6A 350TPX C 6B 6 S T ■e 9 O O O I �350TPX a u /1 ::a-937 6 3 II 9 8 35PVC I U 3'PVC J -20] I I 2009' I 7B /933 /4 NLLAGE CIRCLE a5o7pX 7A I I 3 1 3•PVC I l J 3 'PVC !u 21 35 PVC II LLAGE CIRCLE 6D r 23 SC 24 SHEET 3 LINDBERG ROAD 1 /OALCN VAULT LOCATIONS TRENCH ROUTES /ff3{o —2294-C 1 -2'PVC ROAD /4t$ /913Z 25 25 OF 5 17 /9147 /99y DEPT I.D, PROJECT ACTIVITY DESCRIPTION LT 9933 36511/01 LINE CONSTRUCTION -Cust 36511/02 LINE CONSTRUCTION -City Z 0 0 kO 1 /OALCN 2295 -C 1 -2'PVC 28 29 2°42 Z00.51 BA 3o 3 50TPX_/ 3 'P VC moo/ 3 -4POS J -202 /O 350TPX 3'PVC 3 1 /OALCN 2297 -C 1 -2'PVC l 2 1 1) 350TPX N 3'PVC Q C) NO SCALE I IF z U LINDBERG ROADI NO SCALE z 4'PVC Mrtu.) C -275 F55K N.O. N *0 1 /OALCN A la 2 4 C 1 /OALCN 2296 -C 1 -2'PVC -0- p ,fib 4 61, 1 9 -0.- 4' t i. '''t I,',, .&S ,ES *8 tS C V l 0 t! I 6 1 i q 1 ke ai I Uz i 1 zz (�,i tz I 1 /y _I I I I I I I I I L_ �s_ I J �....._..§t J L J L �....e.__ J E r ,Z9 1\ .J L .fit _1 L ...1 .0 1 1 ,ss A 11" i �ti t�ti 588: 3 vi I 1 3"--3 e .5.7 77 r ----e- —1 1 6 1 7_1_, 4 59 i I —I 1 I I I i -1 r—o- r j --4 7 7 t r 1 7 1 I F -46 1 z 1° Cla 9 'I 1 8 1. 1 5 1 1 1 II 1 1 I i 14 J L J L J L ...1 Lt i._ 1 i 5*" '.5'9' 42' „---1 i. 2 i 1 60" 1-.- j r r 1 f• r i 1 II it 1 1, 11 1' 26 1 If 2 1 1' 28 I 12 q9 1 1. 3o 1 1 1 II II 1 1 1 1 1i i ..2 tg 'I L___1 L__J LJ L......_I $9 .59 59 75' L nr J I i i I 1 I fU i i_ f \I‘.., \LBAVV ?lc. fa+ m IN vccikAv Please contact State of Oregon 503- 378 -2620 when home is scheduled to be permanently set. srRinr I 't MOD II Date of Manufacture Deafer Dealer address Location FUQUA HOMES N Fuqua Homes, Inc in Ni) I)IVItitON O I30X 5>79 131_ Ni.) OR1 (,ON 97708 I 800 336 -0874 ,.e „Ja) A 6,\ t c DuaIc,r phone i 3Jj)y `l 1(I U` ow. I person TO NC-1 0 C-ft Lk 3 �li ect I' O box �e�� Pte- �N Y.3 Z: City State and Zip code Customer name Customer address 'O 13 (ko c6J'' ►ty and State V HIGHLIGHTS: True 4:12 Roof Pitch Large Grande Room Design Elegant Pillars on Front Porch Optional Tower Dormer wISGD and Transom Above 2 4x8 Windows Standard in Great Room Convenient Kitchen Layout Spacious Walk -in Closets Standard Oak Kitchen Cabinets BEDROOM 1 CARPET 15-6' 12' -0' OPT BATH BA015 3X5 BEDROOM 1 CARPET 12' -0' W G.�, 'Ks• 3x5 OPT CORNER ISLAND BATH BA005 BEDROOM 2 CARPET 11'-6' 12' -2' BEDROOM 3 CARPET 10' -2' 12•-4' V• OPT. GARAGE 22' -0' x TO BE ON SITE CONSTRUCTION DINING x 12 -10• CARPET ISLAND BAR ELI 603 WA eV OPT. 6' S.G.D. 605 GREAT ROOM CARPET 15' -4' 25' -2' PORCH POST RAILS�� lx6 L 6• S.G.D. V /OPT. 6X2 TRANSOM ABOVE GREAT ROOM CARPET 15 -4 25-2' OPT TOWER DORMER W /GAS FIREPLACE 498 409 __11111110111r r =M. GREAT ROOM CARPET 15' -4' 25' -2' OPT TOWER DORMER Some Options and Builde Additions Shown www.fuquahomes.com 1 1 GEMINI HIGHLIGHTS: 'Fits 55'x 100'Homesite Fantastic Entry Impact Beautiful Crown Window in Kitchen Huge Pantry •Elegant Master Bath Walk -in Wardrobe in Master Suite 10' Ceilings in Kitchen ea' Dining Room Utility Access to Site Built Garage Informal Breakfast Area True 4 :•12 Roof Pitch Plan 4420D 1646 Square Feet FAST X 8' -3' PET R W/3 4x8 DOWS 4x8 4x8 NING x 10' -4• CARPET OPT. SHED DORMER LIVING ROOM 15' -9' x 14' -10' CARPET y 655 1_f. OPT 6X7 V /OPT SHED !f'HER I BEDROOM 1 16' -9• X 12' -0' CARPET BEDROO 11'6' x CART OPT GAR 20' -0' X 20 TO BE ON CONSTRUC www.fuquahomes.com OPT TOWER DO 4x8 CIo BRE BRIDGE I 1 0 OPTIONAL COMPUTER CLOSET FAMI FAMILY 19' -4 x CAR ROOM x 12•-4• ARPET I. COMPUTER PLANTER 1 DESK SHELF OM NNW OPT TOWER DORMER 8 GAS FIREPLACE 4X8 458 ill a FAMILY RO 19' -4 X CARP 4s4 4x4 d X3 E E N c J J 1 2X3 2X4 Rn TOP 1 OPT BATH BA015 OPT CORNER ISLAND BATH BA005 Some Options and Builder Additions Shown inte by Fuqua Homes ND EATURES: KITCHEN Maytag Appliances Your choice of Armstrong Linoleums Mini Blinds and Valance Treatment for all Windows Ceiling Light Fixtures 30" Free Standing Electric Range Range Hood Vent w /light 17 Cubic Foot Frostfree Refrigerator Dishwasher Overhead Cabinets are 31 Faces Oak Hardwood Cabinet Styles Drawer Over Door Cabinet Construction w /Sponge Drawers Wood Drawer Sides and Ends Easy Glide Drawer Rollers Vinyl Coated Shelving and Finished Cabinet Sides Tops of Cabinets are Finished with Paneling and Crown Molding Where Applicable Porcelain Kitchen Sink Single Lever Moen Faucet Water Shutoffs to Individual Fixtures 4 Ceramic Backsplash Breadboard Lazy Susan in Base Cabinet (Where Available) Extended Refrigerator with Overhead Cabinets CONSTRUCTION Steel `I' Beam Foundation Frame 2 x 6 Floor Joist 16 o.c. 640' Cresdeck Subfloor R 33 Blanket Floor Insulation Smart Panel Siding Glued and Nailed 2 x 6 Exterior Wall Studs 16 o.c R 21 High Density Wall Insulation True 4 12 Roof Pitch 30# Roof Live Load with 1/2 Sheetrock Optional Roof Live Loads Available R -40 Blown -In Cellulose Attic Insulation Vaulted Interior Ceiling is True 3 12 Pitch 12 Eave and Gable Overhangs 245# Shingles Built to Fuqua s EnerGwise Standards Super Good Cents Certification Foundation Ready Underlaid Sidewalls BATHS Block Cased Window Bath #1 (Some Plans) Linen Cabinet Bath #1 (Per Plan) One Piece Fiberglass Oval Tub /Shower Bath #1 (Per Plan) One Piece Fiberglass Tub /Shower Combination Bath #2 Bath Exhaust Fans China Bath Sinks Drawer Bank in Vanity Dual Control Moen Faucets Metal Water Shutoffs to Exposed Fixtures Carpet Bath #1 (Vinyl in Stool Area) Floor Vinyl Standard in Bath #2 Large Minors WINDOWS AND DOORS 3/4 Dual Pane Vinyl Windows (Energy Star) Windows are LOW E Coated 36 Steel Front Door w /Deadbolt Steel Utility Room Exterior Door w /Deadbolt Interior Hollowcore White Passage Doors Hollowcore Wardrobe Doors Metal Door Hardware Mortised Hinges on Door Side UTILITY Electric Forced Air Heating System All Electric Electric Hot Water Heater is 40 Gallon Dual Element (2 -each in 4425) Whole House Water Shutoff Whole House Ventilation Fan R -8 Heating Duct Crossover with Hard Metal Elbows 200 Amp Main Electrical Panel BEDROOMS. Bedroom 1 Walk -in Closets w /Shoe Rack or Extra Shelving Walk in Wardrobes have Switched Lights Bedrooms are Carpeted Mini Blinds All Windows Valance on Bedroom #1 Windows Switched Electrical Outlet in All Bedrooms LIVING AREAS Mini Blinds with Valances Entice Carpet from Philadelphia Mills 1/2 Carpet Pad (Six Pound) All Walls and Ceiling are Textured 1/2 Drywall All Walls and Ceiling are Painted with Washable Off White See Plan for Carpet /Vinyl Lines All Windows have Interior Sills White Baseboard Door Moldings OPTIONS YOU MIGHT CONSIDER. Oak Over Baseboard and Door Moldings Eight Foot Bay Window Replacing Two 4x4 Windows in Living Room Raised Panel Oak or Flat Panel Maple Cabinets replacing Standard Oak Cabinets Fire Rated Exterior Door from Utility Room Valances for Secondary Bedrooms Gas Appliances' Premium Package FUQUA HOMES PO Box 5579 Bend, OR 97708 (800) 336 -0874 Fax (541) 382 -3066 e -mail. info @fuquahomes.com www.fuquahomes.com 7.5M 9/04 HIGHLIGHTS: Intimate Front Porch 12 "Eaves Walk in Closets Convenient Computer Desk Large Kitchen Pantry Spacious Kitchen Island Utility Room Access to Site Built Garage Elegant Arched Doorway to Bath #1 True 4:12 Roof Pitch Plan 4425D 2189 Square Feet rp -1 tr. 1 W/ 6.12 ROOF PORCH 484 F a U K a DINING x 1F-0' CARPET UtiILITY ING ROO 4' X 22'-6' CARPET PLANTER SHELF W/ 41 f l POR PORC u n L� NOTE NO GAS FURNAC GARAGE DORMER 22' -0' X 20' -0' ON SITE GARAGE T 1. 4X4 BEDROOM 11•-9' x 12'- CARPET 488 Consider' Optional Fireplace in the Living Room W/ 2 ROOF 685 FAMILY ROOM 18' -6' X 19' -2' CARPET 488 OPT TOWER DORMER W/3 409 WINDOWS met 6X55__ 488 r 488 FA Y ROOM 18' X 19' -2' CARPET OF 4X8 OPT TOWER DORMER I. GAS FIREPLACE V/ TWO 488 AND 4X4 IN RIDDLE Some Options and Builde Additions Shown www.fuquahomes.com 23 f=uqua Homes Inc SUA 30 fend (regno 3 of Ventrl limn Requirement Sheet The attic space of the center section of this home is vented seperately and must be vented as follows Minimum ventilation area 1/300 of the attic or root cavity floor area Install 1 gable vent in each end of the .ectiori within factory attic space or below roof cat, Install additional vents as needed to meet requirement in table below Triple wide w/ 12' 10' center section lot tl rcq(1 Length Width Area ventilation area ft 0 sq ft sq ft sq ft 44 I 12.83 565 1 88 I 0 70 48 12.83 616 2 05 I 0 70 52 12.83 667 2 22 I 0 70 56 I 12.83 718 239 I 070 60 I 12.83 770 2 57 I 0 70 64 I 12.83 821. 2 74 I 0 70 66 7 I 12 83 856' 2 85 1 0 70 Triple wide w/ 13' -8 center section Site Told rogd Gable Vent I n,.11h Width /1r t v ntdalioir tic i ft II It It q It l II 44 13 67 601 00 0 10 48 1367 E56 2 19 0 70 52 1367 711 237 070 56 13 67__ 76E 2 5 0 70 60 l 13 67 820 2 /3 I) /0 64 I 1367 I 875 I 2 9' I 0 71) 66 7 I 13 67 I 912 I 3 04 I 0 70 Vent Specifications I ii vi trl hay( t not hoe in i 0 g nt r thl, nl hay' i minimum n I Ir i' ii r it tl No I in (i 01 1 tl Note Alvv r un 1 rill I.. Ili on xl hr,lhor I. milli it Oil Iloor l -milli till in hi .l I ill ii. I r II i 1 I iii I, 11,101 in In i I no ilnu Site installed 1 Site installed Cihli' Venl If Vents Vent area if Vents required at req d required at gable watts al ridge ridge 2 094 3 2 1 03 3 2 111 4 2 1.20 4 2 1.28 4 2 1 37 4 2 1 45 5 installed J Site installed /I Vents Vent area if Vents regtnred at req d requir •d at g,ihli wally at ridge, ridge 2 100 3 2 1 09 4 2 I 1 18 I 4 2 128 4 1 11 2 I 152 I 2 I 164 I 5i Triple wide w/ 15 -6' center section 1 Sitc installed I Site installed Total req d Gable Vent Vents Vent area Vents Length Width Area ventilation j area required at req d required at ft ft sq ft sq ft sq ft gable walls at ridge ridge 44 15 5 682 2 27 0 70 2 I 1 14 I 4 48 1 5 5 744 148 1) /0 2 1 24 I 4 .J2 1J 5 lino 69 I) I0 1 34 4 56 I 15 5 I 868 09 0 70 2 1 49 5 60 15 5 930 3 10 I 0 70 2 I 1 70 I 5 64 15 5 992 3 3 I 0 70 9 I 1 91 6 667 I 155 I 1034 345 070 '2 I 205 6 1) n Ili, fl,ior I, ngth n in lIi I r1tFJ zi 03 CONSUMER INSULATION INFORMATION THIS HOME MODEL 4422 Serial# 19987 CONTAINS THE FOLLOWING INSULATION LOCATION TYPES OF INSULATION THICKNESS R VALUE SECTION FIBERGLASS BLANKET 10 1/2" R -33 WALL EXTERIOR FIBERGLASS BATT 5 1/2' R -21 WI KRAFT BARRIER CEILING FLAT BLOWN WOOL CEILING CATH (ROOF) BLOWN WOOL 13" R -40 THIS INSULATION INFORMATION WAS FURNISHED BY THE HOME'S MANUFACTURER AND IS DISCLOSED IN COMPLIANCE WITH THE FEDERAL I RADL COMMISSION DULL LAULLIN(J AND ADVL[Z1 ISING OI I IOML INSULATION 16 CFR SECTION 460 16 DATE SIGNATURE RETAILER G C I ACKNO DGE RECEIPT 4 AND UNDERSTAND THAT A PY OF THIS FORM WILL BE INCLUDED WITH MY SALES CONTRACT DATE BUYER SIGNATURE NOTE (1) R VALUES ARE CERTIFIED BY MANUFACTURERS OF INSULATION FOR THIS THICKNESS INSTALLED IN THIS HOUSE (2) SAVINGS MAY VARY I IIGI R VALUES MEAN GREA1 ER INSULATION POWER (3) ACTUAL THICKNESS AND R VALUES MAY BE REDUCED DUE TO COMPRESSION OR SPACE LIMITATIONS IN THE EAVE AREAS OF THE ROOF COPY Prescriptive Approach Simple Form For the Washington State Energy Code 2003 Edition Climate Zone 1 Site Information Building Depaiiment Use Only Lot: Permit 1� Address I V 4 La A6 CO City y 7"+' State. /4.0 Zip 0 Contact: Phone. Phone 2 FAX. Type of Heat Source: EXHIBIT A Notes. Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Unlimited Glazing Option Only Option Glazing Glazmg U- Factor Door Wall Wall Wall Slab Area U- Vaulted Above Interior Exterior on of Floor Vertical Overhead Factor Ceilmg Ceiling Grade Below Below Floor Grade Grade Grade Unlimited j III GroupR3 040 0.58 0.20( RS' R30 (R21 R21 R10 R30 R10 Occupancy LSO Only This Project complies with the following: The Project is a single family residence or duplex. The Project is wood frame OR all of the insulation is interior or exterior of the framing. /All building components meet the requirements listed in Table 6 -1 Option III. 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 1 One door, that is 24ft. Or less, that does not meet the standards allowed. Location of the door taking this exception 602.6 Exception 2 Doors with a U- Factor of 0 40 allowed without calculations, Option III only Location of the Door (s) taking exception Please contact State of Oregon 503- 378 -2620 when home is scheduled to be permanently set SERIAL it \G( MOD Date of Manufacture 1 I Dealer address (1,0( ;Ilion Customer address Fuqua Homes, Inc ul Ni) DIVISION I O 130X 5579 131_ NI) OR! (,ON 97708 I 800 336 0874 L_3 Scar tit, ccl oi I' O box C II)' and FUQUA HOMES 1 114 2 1, Dealer v eins ,,-)ou A 6jv\ scrS DLdler phone 1/ 3 (10 on(at person I,C1 NCI U C 11 City State and Zip code Customer name Q j 0 13 UJ cS-e- 1 kr+ w 3 1 111 UL 111,5 To J 1�„ f c From Number of Pages Subject: Message: 1 1. 1 -1 i FUQIJKHOI4IES —.\aVor °C1/ Bend Division Fax Transmission Date. C Fag: (541) 382 -3066 Time. If you did not receive all pages, please call (800) 336-0874. Thank You! �1I111 UU. lulu /off g 3( UM V/M 20495 Murray Road *YO Box 5579 *Bend, OR 97708 (541) 382 -4252 www.funualiomes.com FUQUA HOMES INC ARLINGTON, TEXAS s.. APPROVAL. O N 4 2657 I 5 I 4571 I 6 I 1658 I 7 I 4996 I BEND OREGON DIVISION CSR- 4422D -30 COLUMN SUPPORT REQUIREMENTS MODEL 4422D ROOF LIVE LOAD 30 ROOF DEAD LOAD 10 LENGTH 44 —0 ill] y 10 0 I .o 3 ORI IN ISIS A ORIGINAL WIDTH 38 —6 COL. DOWNWARD LOAD (LBS) COL. DOWNWARD LOAD (LBS) COL DOWNWARD LOAD (LBS) 1 1 4103 1 8 383 2 1 5442 I 9 383 3 1339 I 10 1424 I FOOTING OR PAD SIZE MUST BE DETERMINED BY DIVIDING THE SOIL BEARING CAPACITY INTO THE DOWNWARD LOAD EX. SOIL BEARING CAPACITY 1500 PSF DOWNWARD LOAD 3200 LBS. FOOTING SIZE 3200 LBS 213 SO FT 1500 PSF INSTALL MIN. 4000# RATED PIERS AT 32" 0 C. BELOW MARRIAGE LINE WALLS SEE SETUP MANUAL FOR FOOTING REQUIREMENTS. SET PIERS 16" ON ENDS. 0 m TRANSFER LOADING 0 0 N MARRIAGE LINE N CENTER LINE TYPICAL I -BEAM CENTER LINE TYPICAL I -BEAM CENTER LINE TYPICAL I -BEAM MARRIAGE LINE CENTER LINE TYPICAL '1' -BEAM CENTER LINE TYPICAL 'I -BEAM 27 1/2 PORCH 1 cc (SEE I NOTES) 1 CENTER LINE TYPICAL 'I -BEAM to T I I 1 1 N 'A' —HALF 'B' —HALF 'C' —HALF Q 0 27 1/2 mot__ 0 I I I `1 coo c> U I 1 .4- t N 22 2 w VI r') c� GARAGE LOCATION C• 0 I X I ay OAK Si FUQUA HOMES r FUQUA HOMES INC I oRAwrr IBCH o -051 mLE CNECKEDl+��ct rouxo FOUNDATION- I scALE 13�is =t' –or,) DASHED LINES ARE THE CENTER LINE OF THE 'I -BEAM HITCH END NOTES: I) SEE TYPICAL FOUNDATION LAYOUT SHEET FOR SPECIFIC INFORMATION ABOUT RECOMMENDED FOUNDATION. 2) SEE COLUMN SUPPORT REQUIREMENT SHEET FOR SUPPORT REQUIREMENTS AT THE MARRIAGE LINE. 3) REFER TO SETUP MANUAL FOR SOIL LOADING PAD SIZE INFORMATION 4) PERIMETER OR BASEMENT FOUNDATION WALLS MUST GO AROUND PORCH AREA TO PREVENT MOISTURE FROM COLLECTING UNDER THE HOME. (SEE SETUP INFORMATION FOR DETAILS.) 5) THE OVERALL WIDTH IS FOR THE FOUNDATION ONLY THE HOME WILL GROW BY AS MUCH AS r±, OUE TO MARRIAGE LINE EXPANSION. THIS DOESN'T INCLUDE SIDING AND TRIM REV SHEET RECEIVED NUr l 1 2005 FUQUA HOMES FUQUA HOMES, INC BEND DIVISION P 0 BOX 5579 BEND OREGON 97708 1 -800- 336 -0874 IMPORTANT NOTICE! This home has a center section that must be completed on -site (Alternate construe twit or A flit following procedures must be adhered to 1 When horse rs sc hedirled to be permanently set, contact the State of Oregon Building Codes div (503)- 378 -2620 to schedule an on -site. inspection 2 Follow procedures as directed in the A C package provided with home 3 Bring all discrepancies noted by 0.13 C.D to within acceptable tolerances as defined by local building codes and the supplied A.0 instructions I ALTERNATE .JTRUCTtON LETTER H x CONT SIRONGBACI CREV 0 SOT CHORD OF TRUS 'SITE INSTALLED) ROOF SHEATHING ROOT SHEATHING\\ 1 X11 ►I I� 2X4 BLOCKING ,-BE ✓EEN TRUSSES "U 1i IARRIAGE LINE Ix cow NC,B S RONGBACK 2X4 OUT LOOKERS 52 LG ROOF SHEATHING I I 19T DAIS I I DRAWN IRLE 7!25199 I I CIiECKEDIDETAIL 9 B DA SCALE ROOF SHEA RING C 2X4 CONT RIDGE BEAM REMOVE ROLLED ROOFING PLASTIC VISOEEN AND L AN IN SHADE AREAS (TYP.) FOR ATTIC VENTILATION. FL QUA DIAGONAL BRACING SEE SHEET 2oF5 }COMES 6 EA'G BG� II ROOF SHEATHING 4 ING BETVEEN 2X BLOCK TRUSSES 11 I� I i1'LE PE el TnNave ruq f='. Nt}UStt GQNS'r ug1'IC,`t*' L� Cr SAFETY sTAI ItArcrs C- JAM 2 5 2UU(l 23 I 2X4 BLOCKING BETVEEN TRIISSF. WHEN TRUSSES ARE NOT ALIGNED' I (FACTORY INSTAL ED UQUA HOMES INC ROOF CAP ASSEMBLY DETAILS CENTER SECTION SET -UP -J MARRIAGE LINE BEFORE N TALLING TRUSSES REHOV ALL VISOUEEN AND ROLLED ROOFING. REMOVE DECKING FROM ALTERNATING BAYS (EXCEPT 48 FROM EACH END LEAVE DECKING IN THE FIRST THREE BAYS AT EACH END OF MOM TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE ROOF SUA 34 ,pf' 3 STRAP (12) STAPLES EA. END 30* COLUMN NOTES A -C l) 2X6 (1) 1 1/2' STRAP B -C 5) 2X4 C 2) 3' STRAP C-C1) 2X6 C1> 1 1/2' STRAP E-(2) 2X4 C1> I 1/2' STRAP F -C1) 2X6 C 1) t 1/2' STRAP H-C 2X4 C 1) 3' STRAP I-C 2X4 CI) 1 1/2' STRAP J -C t) 2X4 (1) 1 1/2' STRAP K -C1) 2X6 (1) 1 1/2' STRAP L-(5) -C2) 2 3' 2 X4 C 1) 1 1/2' STR 0-(3) 2X3 (1) 1 1/2' STRAP COLUMN STRAPING NOTES: (10) STAPLES IN EA. END OF EACH 3' STRAP (5) STAPLES IN EA. END OF EACH 1 1/2' STRAP 64.•3 SHEAR WALL I W 6X3'SCREMS 1♦ ALL TO ROOF 15 WAIL 1O 1YM1 14 WALL TO F1.0010 ADD 6:12 SHEAR WALL REQUIREMENTS TCD 6 -2-05 REVISED STRAPS AND STUDS CYH 4 -13 -05 REMOVED 20 It 60# NOTES KR 8 -3 -04 o i 1 at 0 N 28 -g 29' -6 1/2' 3 BEDROOM 2 8' BATH 1/ LB -1 SET TOP 0 30" LB-IR 38' -10' 39 -4' BEDROOM 3 10' -2" 0 31 }l I BY DATE DRAWN Ieoi 2 -14-03 (NECKED 144220 WAUSET SCALE 13/16' -r-o• BEDROOM 1 1 qI BATH 2 LB -2 Nauss co. N N WOOD SHEAR BUC w 1 s 6'XT'1AG 4:12 ROOF 50 SHEAR WALL W// WALL 6 WALL TO ROOF WALL 1O WALL e WALL TO FLOOR 1 8:12 ROOF 116 -2 SHEAR WALL wALL 10 RooF LL w WALL 1O FLOOR WALL TO WA WI WHITE OWE AND B TH PANEL 4' -3" KB -2 C O N KU -1 FUQUA HOMES li kN o p ie r K8 -3 KITCHEN KB -1 MIDI W/ 6:12' ROOF ONLY 16' -4' TITLE DINING TEMP SHIP BRACE C r KU -2 15' -4 1 2 4:12 ROOF 140 -2 SHEAR WALL W WALL TO ROOF 12 WALL 10 WALL 15 WALL TO FLOOR 8 :12 ROOF 116 -2 SHEAR WALL W r 44}} WALL TO ROOF 1) WALL TO WALL 4)) WALL TO FLOOR WOO SHEAR 3 6,X7 1Ki QAT ROOM SHEAR WM1 6:12 ONLY L(MNN N€. ON E BOTH 3I0E8 WOOD SHEAR BUC W /(2) 3 /6XJ1JGS 46-4 SMEAR WALL W 1 6X F 23 WALL TO WALL 13 WALL 1O FLOOR 10 c FUQUA HOMES INC. WALLSET ENTRY PORCH 4' 6' a O 2' -10 NO. 0 N N A N RAIL l.+ 5 4 REV SHEET 4422D 'A' —HALF B' —HALF 4'12 ROOF 88 -1 SHEAR WALL W /#8X3 "SCREWS 5 WALL. TO ROOF 7 WALL TO WALL 5 WALL TO FLOOR 6:12 ROOF 68 -2 SHEAR WALL W 8 WALL 7 ALL TO ROOF I 11) WALL TO WALL 8) WALL TO FLOOR C —HALF 119.987 —SGJ NOTE. DIMS ARE TAKEN FROM BEAM, NOT SIDEWALL ADD 6:12 ROOF REQUIREMENTS TCD 8 -2 -05 I REVISED BED UGHT LABELS KR 8 -4-04 I REVISE ERRONEOUS DIMENSION TCD 3 -23 -04 REVISE LAYOUT AROUND RANGE VENT BCH 8-4-03 802 1 IM 2 -8 I gWillIMMUMM I n 803 2 -8. L a 24' CUT EAVE I BY DATE I D R A W N I Io1 2 11-03 CHECKED144= I SCALE 1311r -r-r UTIL EYE 801 L PF Go Fa- 48' 44' OPT. OPT. CAN 1L aD CAN ip X31 .1 I Y O, C N. i 4 co BTH2 OPT, 0/F OPT_ P.V. CAN CAN FOR OPT WINDOW WALL SEE DETAIL q wlEsi CLR M 174 FUQUA HOMES N14:47"? TfTLE F.R. P.F U C 1O FUQUA HOMES INC. 10' 12 CEILING LAYOUT 4422D A —SCTN 'A'- SECTION MATERIALS 6:12 ROOF (2.3) 458 TRUSSES 1V/24' LAYOUT GYPSUM 8D. (11) 48'X159" GYP B0. B —SCTN 'B' SECTION MATERIALS 8 :12 ROOF (23) 453 TRUSSES W/24 LAYOUT (48) 459 CAP TRUSSES W/24" LAYOUT GYPSUM BD. (11) 48"X159' GYP BD. C —SCTN 'C'- SECTION MATERIALS 6:12 ROOF (24) 458 TRUSSES W/24 LAYOUT (12) 458S TRUSSES W/24' LAYOUT GYPSUM B0. 9 48'X159' GYP BD. 1 24'X159" GYP 8D. 2 48'X70' GYP BD. 1, 24"X70' GYP BD. FLAT MASONITE (2) 24 MASO i 19.987 —SGJ REV. SHEET FUQUA HOMES INC ARLINGTON TEXAS O WI Z4! 111'11IFACTURE Q lin• IN. rim' a1V TI0N I 1 v 0 cD OCT N I! 1989 MINIMUM CL_ PENE=TRATION Q n_ INTO HOLDING LATERAL LOADING (LOS) WITHDRAWAL LOADING (LOS) Q MEMBER 157 257' 337 15% 25% 33% t 16 GAGE STAPLE SIDE GRAIN 1 IN 48 52 56 22 23 25 END CRAIN 32 35 37 L_ 15 GAGE STAPLE SIDE GRAIN 1 IN 60 66 70 25 27 29 END GRAIN 40 44 46 131 P NAIL SIDE GRAIN 1 50 IN 65 71 75 20 22 23 END GRAIN 43 47 50 131 P -NAIL I SIDE GRAIN 1 70 IN 74 80 85 23 24 26 END GRAIN 49 53 57 #8 WOOD SCREW SIDE GRAIN 1 057 IN 100 109 116 94 103 109 END GRAIN 67 73 77 NOTES 1 LATERAL LOADS MAY BE INCREASED BY 25% IF A METAL SIDE PLATE IS USED 2 ALL FASTENER VALUES SHOWN ARE FOR GROUP 2 OR 3 WOODS. 3 DIFFERENT TYPES OF FASTENERS MAY BE SUBSTITUTED BY USING THE CONVERSION TABLE BELOW IF A CONVERSION IS DESIRED LOCATE THE FASTENER CONVERTING FROM ACROSS THE TOP OF THE CONVERSION TABLE AND THE FASTENER CONVERTING TO ALONG THE LEFT SIDE. THE MULTIPUER WILL BE LOCATED WHERE THE COLUMN AND ROW CROSS. THEN MULTIPLY THE NUMBER FASTENERS ORIGINALLY REQUIRED BY THE MULTIPUER TO DETERMINE THE NEW REQUIRED QUANTITY OF FASTENERS. 4 IF THE FASTENER IS LOADED LATERALLY USE THE MULTIPLIER IN THE UPPER LEFT AREA OF THE BOX. IF IT IS LOADED IN WITHDRAWAL. USE THE NUMBER IN THE LOWER RIGHT AREA OF THE BOX. lro� 16 GAGE STAPLE 15 GAGE STAPLE FROM 1 131 P -NAIL (1 5 PENETRATION) 131 P NAIL J (1 7' PENETRATION) ,8 WOOD SCREW 16 GAGE STAPLE 1 10 64 d? 95 23 f 1 CONVERSION TABLE 15 GAGE STAPLE 1.25 1 1 14 1.54 1 25 1 09 .27 131 P —NAIL 1.35 ()A 1 I t() `3 1 /V ANI t< AL 3I L. 131 P -NAIL 1 1 15 IAct 1.5 PENETRATION 1 7' PENETRATION /8 WOOD SCREW 1.54 2.08 4 27 167 92 3 76 4 70 -f• 35 4 09 1 QLVI 1 ICH A UNIT 4 I I I( wTC PU I I 1 ORAVH IDLS 3 -1 -96 I I OCOCCD roLS1 DE?EO 5Y I coat I stALC I ADD -ON TRUSS SECTION SEE DETAIL SHT C UNIT UA ROUES FUQUA HONES 1NC 1 Of 2 Hit( TYPICAL CENTER SECTION ROOF SET -UP TOP GEOID: 1 L16' z 1 1(2' (MIT) PRODUCT OF 3TD DTI sm. OH BETTER B0"TOtf CHORD: 2 1116' z I 1 /2' (MOT) PRODUCT OP STD a IT! 3PP 01 11TTER RIBS: 1 V14' x t Ir (HST) PRODUCT OF STD a 311 3PP OR BETTIE x 1 /4' i t 1(1' (Mar) PRODUCT OP 3TD a s T1 3•1 01 BarTIE 1 It /16's 1 I/1' (MIT) P10DUCT OP sro a 1T11. 3Pr 01 SETTER PLAN TYPE: EAGLE 20 DRAWING M 1,002,223 CUSTOMBR I D 452N DEMO. DATE: 7- 1•_1•e1 BY. ewe REY DATE' BY: ?BST USPOLT MO: 1 eel s» TEST 2Y Erna DU310P C21TB11At _.231113' 'WIND ZONBt r LTV" n•t,ter 711t7B5 TYP11_—ca••• Tarawa Lenora 'Ks•r 3 3/4• OUA01 OR 3QUIVILAN7 16' O.0 LOADINO3 (psi) TOP TOP HOT DOT LL 4t o DL 1LQ_ LL nn DL ..L. TOTAL 4CSL E- 3/4' 24 O C LOADINGS (psi) TOP LL 111.11_ TOP DL in t DOT LL _JUL BOT AL 02_ TOTAL la.&. sawn- 1h3 nna :0 r•. 4= i.LaL9`i+4i':• ,�L✓i i�_ .�:�.:i.C::: -Y�' NOTICE Fontana Wood Products of Oregon, Inc. sball not be responsible fot any deviation from these design specifications or any failure to build or erect this truss in conformance with third party quality control aped fictitious. This trues is to be used only for the bearing and loading conditions shown Apply connectors to both faces of trots at each joint unless noted. All chords aid webs are square cut at each end unless noted. All vertical webs for right angles with tie bottom chord on egg dimonsloned. Heel and ridge beam connections by others. Strata lac provides third party witnessing of certification testing as well as monitoring Fontana Wood Products plant far conformance to heir Qnality assurance manual. The stamps of Strata Inc. engineers appear here as ratification of these services on this design. •�`Ir r 19 114 Lc2 tun 3 7/16' a 3b 114' 21 3/ 4+ /r 314- 26 7/16' LISTED Strata, Inc,. Boise, Idaho mull No Listing No, I ay_ J Date -7"2I, 2 Fontana Wood Products of Oregon, Inc 401 H. ANTLER. Itsdaes• Or. 97116 (341) 9214147 faa (341) •1.1•1744 TOP CHORD: 1 1/W 1 112' (NET) PRODUCT OP STD t 1TI SPP OR BETTER BOTTOM CHORD: 1 1114' t, I 112' (NET) PRODUCT OP STD ITI SPP OR BETTER WEBS: I 1 /14' a 11/2' (NET) PRODUCT OP STD A ITI EPP OR BETTER 2 112• 2: 1 112' (NET) PRODUCT OP STD BTI SPP OR BETTER LISTED Mill No. Z Listing No. ciOf STRATA, INC. BOISE, IDAHO Date initials E' DR WO. DATE: ET• GO-REV DATE BY TEST REPORT NO: TEST TYPE: A.C?M DESIGN CRITERIA. ern 2 t TRUSS TYPE PBNTRa SRPTIpN TRUSS LENOTH• BEARING COND t W TO/RD PARTY ._..STRATA Ihtr 2t! PLATE TYPE. EAGLE 20 GUAGE OR EQUIVALENT DRAWING 1,000,015 CUSTOMER I D 453 16 CO C. 24 O C LOADINGS (psf) LOADINGS (psf) TOP LL 41.11_ TOP LL TOP ROT ROT 7$ 3/4' DL USA_ TOP DL UL LL DOT LL DL ..JL_ ROT DL TOTAL 60.&. TOTAL 44.1_ NOTICE Fontana Wood Products of Oregon Inc. shall not be responsible for any deviation from these design specifications or any failure to build or erect this truss in conformance with third party quality control spec( fications. This truss is to be used only for the bearing and loading conditions shown. Apply connectors to both faces of truss at each joint unless noted All chords and webs are square cut at ea. h end unless noted. All vertical webs form right angles with the bottom chord unless dimensioned. Heel and ridge beam connection by others. 151 1 /2' 36' 2R! 39 3/4' 2xs 12 3/4 16' 1 Fontana Wood Products of Oregon, Inc 416 S.B. JACKSON 52 Redmond Or 91756 MHCSS MAX ROOF LL 120 PSF MAX ROOF DE.= 15 PSF MAX WIND LOAD= 15 PSF FASTEN EACH TRUSS TO OUTLOOKER WITH 2 15 GAGE STAPLES AT EACH POINT OF INTERSECTION EDGERAIL 2x6 SPF 4 DLOL VIN( RI LWEI N )III OOKER NI; PLATE .I. FASTEN EDGERAIL TO FASCIA WITH SIX 15 (;ACF STAPLE (BOTH END D FASTEN WITH 15 GAGE STAPLES AT 6 0 C LISTED TRUSS 2x4 OUTLOOKER 1 \L OUTLOOKER j MIN STUD GRADE -P F 6 I BARGE RAFTER TO BE 2X6 ?3 S°F OR ITEM FIR RAKE CONSTRUCTION DETAIL RIDGE BEAM MIN 4 X48 FLANGE 3 15 GAGE STAPLES 4 BLOCK TO JO I'OR1 OUTLOOKER A -A 4 'X 1 2 PLY BLOCK NOTE ALL 15 GAGE STAPLES 0 HAVE MIN 1 ''EN FPATInN INTO D. LIMN( MEWL I MIN 4'X48 FLANGE FASTEN FASCIA TO OUTLOOKER WITH SIX 35 GAGE STAPLES EACH 2X4 12 TOTAL TOP CHORD 5 15 GAGE STAPLE RAFTER POST .�I R A D L CL) ,1 Fuqua Homee Inc MHCSS FASTENING I FASTEN SHEATHING WITH 111N 1 x7/16'06 GAGE STAPLES OR 64 C0LI 'ON NAIL_ 2 FASTEN EACH DECKING PANEL TO TOP CHORD OF TRUSSES AT 17' OC. IN THE FIELD AND 6 O.C. ALONG THE EDGES PARALLEL TO THE TRUSSES. 3 FASTEN AROUND PERIUETER OF ROOF AT6"OC RE PAGE ROOF LOADS THE MAX ALLOWABLE ROOF LOAD FOR THE SHEATHING MAY BE DERIVED FROM PAGE 8 -6 1 1 AND WILL BE BASED ON SPAN RATING, PANEL THICKNESS ANO GRADE OF THE SELECTED SHEATHING AS WELL AS THE SUP— PORT SPACING AND WHETHER OR NOT THE EDGES ARE SUPPORTED DATE 7 91 ROOF SHEATHING DETAIL 8 -6 1 IF SHEATHING TO BE USED AS A DuWHRAGU SEE PAGE 7 -2 3 FOR ADDITIONAL REQUIREMENTS. SHEATHING RAC EUEN I EACH PrECE OF SHEATHING uUST BE SUPPORTED BY AT LEAST 3 SUPPORTS (a TRUSSES OR RAFTERS) 2. EACH ENO OF SHEATHING PANEL MUST BEAR ON UINIYUI4 3/8" MOTH OF TRUSS 3 LONG DIMENSION OF SHEATHING MUST BE PERPENDICULAR TO SUPPORTS FTDf,.,,( 44 wurACTURED IIOt1SIHC cons r RI/C non L SAW (AnOAROS MAR 16195- FUQUA HOMES INC MHCSS GRIP EDGE UNOE (HI UNDtNLAYMLnI WITH ONLY ENOUGH FASTENERS TO HOLD IT IN PLACE UNTIL THE SHINGLES ARE INSTALLED GRIP EDGE 2 1 4 FOLD UNDERLAYUEN T 0`4ER EDGE AND SECURE TO ,RIDGE BEAU ER FRAMING M DRIP EDGE AT RAKE APPLIED OVER UNDER LAYMENT EAVES FLASHING INSTALL SAVE DRIP EDGE UNDER UNOERI.AYIJENT u LI uNOERLAYMENT REPAIR INSTRUCTIONS CUT OR TORN UNOERLAYMENT MAY 8E REPAIRED BY ONE OF THE FOLLOWING METHODS THE AREA AROUND THE TEAR OR CUT MAY 8E COATED WITH ASPHAULT ROOFING CEIJEJ+T AND AN UNOERLAYMENT PATCH PLACED OVER THE DAMAGED AREA. BOTH THE R00F1NG CEMENT AND THE PATCH MUST EXTEND AT LEAST I2 PAST EACH PART OF THE DA)JAGED AREA ADOITTONAL UNDERIAYMENT EXTENDING FROM THE RIDGE TO A POINT AT LEAST 24 8EL0 THE ()AA4AC,ED AREA MAY BE APPLIEII CNER THE ExISTING UNOERLAYUENT THE PATCH UNOERLAYMENT MUST EXTEND AT LEAST 24 FORWARD AND AFT THE DAMAGED AREA ALL THE WAY r0 rHE RIDGE ON HOMES DESIGNED FOR ZONE 2 CEIUArFS EAVES BE IN5TAtLEO THE FLASHING SHALL E X TEND FPOu IHE EDGE At LEAS 2' PAS( THE INSIDE EDGE or THE EAVES FLASHING ,HAL TIE ACCOUPLISHED BY upIOERLATUENT f1 T. Tx)II8l_10 uNOE Rt At Ur NT ,HAIL RF V t1NI Irli '()t I A IT 01 A P14AL I cif N( I u I) a ,P A 1'7 9)) N c :7 I'`+.) ,I ANt Fcf DArE `3 -8 -91 11(301 uNDEPLAI'mLrif INSTALLATION DETAIL OF THE EAvf TO A Exr[alOP WALL_ THE 000BLING OF f ,Ffl ro. r HFP 'NI ))141N( .1 A F f I' FASTEN DRIP EDGE AT R TO I D O r FLASHING SHALL THE 4 A PONT PAGE 8 -6 2 EAVES FLASHING REOUIRED WHEN HOME ,S OESIGNATtu ZONE 2 TEMpERATURES MIN I2" ENO LAP f(OE*AL MAMU►AGIUNED HOUSINC CONSTRUJIOti L U 1 .,ATETY SrmoAROS S E P 0 3 1993 c c 23 Q FUQUA HOMES INC RC cA 8.6 -9I PAC, 8 6 2A MHCSS END OF SHINGLE TO EXTEND MIN 1/4" PAST DRIP EDGE METAL DRIP EDGE FASCIA FASTEN FASCIA WITH SIDING NAILS SIZED AND DRIVEN PER PAGE 6 -10.1 1 SPACE NAILS AT MAXIMUM 6 O C STAGGERED TOP AND BOTTOM END OF SHINGLE TO EXTEND MIN 1/4" PAST DRIP EDGE METAL DRIP EDGE FASCIA FASTEN FASCIA WITH SIDING' NAILS SIZED AND DRIVEN PER PAGE 6-10 1 1 SPACE NAILS AT MAXIMUM 6 0 C TAC,CFRF{) TOP AN() 001 FASCIA INSTALLATION DETAILS COMPOSITION SHINGL F UNDERLAYMENT (BELOW DRIP EDGE) SHEATHING RAKE FASC:A INSTALLATION DETAIL r COMPOSITION SHINGLE EAVE FRAMING RAKE FRAMING 1,. r\co V11C SHEATHING f AVE A I IN FAQ_ LAJ1ON DL A (ABOVE DRIP EDGE) C f (num Mnr. cJ HOUSING CCHStR ICIIr•rI wire SfANDAP.OS `1AY 2 6 19( 23 0 c Q THE STARTER STRIP MAY BE EITHER A ROW OF SHINGLES WITH THE TABS REMOvED OR A STRIP OF MINERAL SURFACED ROLL ROOFING AT LEAST 7 INCHES WIDE. IT SHOULD OVER RANG THE EAVES AND RAKE EDGES AT I/a TO 3/8 START I ST STRIP wIrH s REMOVED DRIP EDGE IF SELF SEALING SHINGLES ARE USED FOR THE STARTER STRIP REMOVH THE TABS FROM EACH SHINGLE AND POSITION THE REMAINING STRIP WITH THE ADHESIVE FACE UP ALONG THE EAVES TRIM AT LEAST 3 FROM THE ENO OF THE FIRST SHINGLE IN THE STARTER C'TO,O C C' C CT DTCO CT n O C TO THE EAVES ALONG A uNE 3 -4 INCHES ABOVE THE EAVES POSITION THE FASTENERS SO THEY WILL NOT BE EXPOSED BY THE CUTOUTS IN THE FIRST COURSE ROLL ROOFING IF ROLL. ROOFING I` uSED FOP THE STARTER STRIP NAIL ALONG A LINE 3 TO 4 INCHES ABOVE THE EAvLS SPACE THE NAILS NOT FORE THAN 1 APART IF MORE THAN ONE PIE( E OF ROLL ROOFING I 11 .10 1. AI IIF FNI) 11 `IN I AT IFAT 2 ANC Fut'tiI SELF -SEALING `_)i IIN(,L[ S LOCATE FASTENERS 3" -4 FROM THE EAVES. REF TJNOERLAYUENT UNDERLAYUENT LOCATE FASTENERS 3' FROM rl EAVES DATE 8 9 -91 FUQUA HOMES INC ARLINGTON TEXAS SrARrER STRIP APPLICATION INSTRUCTIONS EAVES FLASHING WHEN REQUIRED DRIP EDGE SELF SEALING ADHESIVE POSITIONED ALONG EAVES STARTER STRIPS OVERHANG CiVCC 6Nfl QIKF[ /4 Tr) 'x /q EAVES FLASHING WHEN REQUIRED DECK DECK r ROLL ROOFING APP Y SEALING ADHESIVE ALONG OWER EDGE R t tilt H .ANI A A 4 PACE 8 -6 2 2 c "el amlt,r, L,J ORIP EDGE 0 FUOUA HOMES INC ARLINU, ION MAY POUF I I .1 1) iE MA ROOT DL 1 O p;F MAX WINO LOAD 17 P3" EDGE RAIL TO BE MIN 2x6 p3 S -P -F (10 a c 3 15 GAGE STAPLES EACH END OUTLOOKER ■'LL r ,P PLATE FASTEN EACH TRUSS �nvrn 2 15 GAGE STAPLES AT EACH POINT OF INTERSECTION. FASTEN WITH 15 GAGE STAPLES AT 6 0 r i� 60 U o SEP121995 23 11 l II 11 II LI` TED TRUS LAT PAIL 00 a -5 32 I f.1 JN I I I I I II ON I AIL U /..J H NCI ION Lj SnrEIT IAMTOAROS .0 T LfOKER 10 I PADF #8 w000 SCREWS UIN I 1 /8 PENETRATION INTO OUTLOOKER NOTE ALL 1 j ALE 'DTAPLE.) TO jE MIN 1 PEN T`��T JN ITO THE Lf'I JI HEAAREP 6 F RIDGE BEAM Mo TOP CHORD FASTEN FASCIA 10 OUTLOOKER WITH 6- 15 GAGE STAPLES Two 15 r,Arr STAPLES RAFTER POST I FUQUA HOMES INC ARLINGTON, TEXAS ,dhere ,ninnies trimmed to I :over !lasnrng strip Siding I j minimum t J minimum Leave gap similar to cutout Figure 34 Application of flashing against vertical front wall Flashing stno 1, it U{ 1/ II P F l AJFIIN(, AGAIN.,1 VERTICAL WALL Nay ;gashing over cutouts .n curse below Top course at ieast.8' wide Asphalt plastic cement FLAS"ING AGAINST VERTICAL FRONT WALL Apply shingles up the roof until a course must be tnmmed to fit at the base of the vertical wall. Plan ahead and adjust the exposure slightly in the previous two courses so that the last course is at least 8 inches wide Apply a continuous piece of metal flashing over the last course of shingles by embed- ding it in asphalt plastic cement and nailing it to the roof The metal flashing strip should be bent to extend at least 5 inches up the vertical wall and at least 4 inches onto the last shingle course. Do not nail the strip to the wall. Apply an additional row of shingles over the metal flashing strip trimmed to the width of the strip See Figure 34 Bring siding down over the vertical flashing to serve as cap flashing Keep wood siding far enough away from the roof shingles so that it may be painted Do not nail siding into the vertical flashing If the vertical front wall meets a sidewall as in dormer construction cut flashing so that it extends at least 7 inches around the corner Then continue up the sidewall with step flashing as descnbed earlier PAGE 8 -627 Underlayment tr- Fuqua Homes, Inc Bend Oregon 3 of 3 Ventilation Requirement Sheet The attic space of the center section of this home is vented seperately and must be vented a follows Minimum ventilation area 1/300 of the attic or roof cavity floor area Install 1 gable vent in each end of the section within factory attic space or below roof cap Install additional vents as needed to meet requirements in table below Triple wide w/ 12' 10' center section Total req d Length Width Area ventilation ft ft sq ft sq ft 44 12 83 565 1 88 48 12 83 616 2 05 52 12 83 667 2 22 56 12 83 718 2 39 60 12.83 770 2.57 64 12.83 821 2 74 66 7 12.83 856 2.85 Triple wide w/ 13' -8' center section Total req'd Length Width Area ventilation ft ft sq ft sq ft 44 13 67 I 601 2 00 48 13 67 I 656 2 19 52 13 67 I 711 2 37 56 13 67 I 766 2.55 60 13 67 820 2.73 64 13 67 875 2 92 66 7 13 67 912 3 04 Site installed Gable Vent Vents area sq ft 0 70 0 70 0 70 0 70 0 70 0 70 0 70 Triple wide w/ 15' -6' center section 1 Site installed Site installed Total req'd Gable Vent Vents Vent area Vents Length Width Area ventilation area required at req d required at ft ft sq ft sq ft sq ft gable walls at ridge ridge 44 15 5 682 2.27 0 70 2 1 14 4 48 155 744 248 070 2 1.24 4 52 15 5 806 2 69 0 70 2 1 34 4 56 15 5 868 2.89 0 70 2 1 49 5 60 15 5 930 3 10 0 70 2 1 70 5 64 15 5 992 3 31 0 70 2 1 91 6 66 7 15 5 1034 3 45 0 70 2 2 05 6 Vent Specifications Ridge vents have a net free area 50 sq in 35 sq. ft. Gable vents have a minimum net free area 100 sq in 0 70 sq ft SUA 30 Site installed Vent area Vents required at req d required at gable walls at ridge ridge 2 0 94 3 2 I 103 3 2 1 11 4 2 1.20 4 2 1.28 4 2 1 37 4 2 145 5 Site installed I Site installed Gable Vent Vents Vent area Vents area required at req d required at' sq ft gable walls at ridge ridge 0 70 2 I 1 00 3 0 70 2 I 1 09 4 0 70 2 I 1 18 4 0 70 2 I 1.28 4 0 70 2 I 17 4 0 70 2 _I 1'52 5 0 70 2 I 1 64 5 G FEDERAL AIPJJUFACTUREE D IIOU :Rj' r (in TRUCTIOU "Q Note V B SArET'T "TA.IJDA.RD' Always round up to the next higher length if the floor length falls in between the floor length t en in the �l 0 table (ie For a floor 45' -4 in length use 48' information) JAN 20 03 23 m o APPROVED FOR USE WlltlAl TF_IUTATF CONSTRIJLTION t.FTTFR REVISION in in q c� ni 3ATH 2 n VOENTR c 1 1/2' PLUMB'NG C VENT T N 46 I BY I DATE IT:5 BY DATC• FUQUA HOMES DRAVN ICJD 13-95 j TITLE CHECKED' U I SCALE X3/16 1-°. a_ FUQUA HOMES INC CENTER SECTION VENT LAYOUT R S. C -HAL NOTE'MEASUREMEN S ARC TAKEN FROM THE S NO OP HE RONT EN AL ON 'HE HI CH EN„ NO. S. LET �I 4220 FUQUA HOMES INC ARLINGTON TEXAS D OE 11 ODERAL iOUSI CON T 1! T 1_1 t _3 ',997 2S ATTACH FREE END OF EXHAUST DUCTING TO PREVENT MOVEMENT EXTERIOR WALL 1 /4 WIRE MESH EAVE VENT I_Y TLRlOR WALL REF DATE 1 2 1 0 97 PACE 10-- 1 1 1 1___I )`;T FAN DUCTING DETAILS EXHAUST DUCT EXHAUST BATH OR HALL. DUCT EXHAUST FAN BATH OR HALL EXHAUST IAN VENT ;I IPU FAVL NOTE AREA OF EXHAUST DUCT MUST BE DEDUCTED FROM THE EAVE VENT AREA WHEN COMPUTING MIN REOUIRED ATTIC VENTILATION ATTACH FREE END OF EXHAUST DUCTING TO PREVENT MOVEMENT LOW PROFILE ROOF VENT j NOTE AREA OF EXHAUST DUCT MUST BE DEDUCTED 1.OM THE LOW u4OF'LE ROO VENT AREA WHEN LOMPUTING ,•MN REOC RLD ATTIC 'EN TI CATION \ILf [HRU I OW puntE Ti R._ VL 1 FUQUA HOMES INC ARLINGTON TEXAS APPL SHINGLES UP TO THE VENT PIPE UI DLE IN THE SHINGLE TO FIT OVER THE VENT PIPE ID INSTALL THE SHINGLE SEE DETAIL 1 I. IL T -;II APPLICATION OF SHINOI E OVER VENT PIPE DETAIL 1 THEN III TALL PREFORMED FI.A MINL FLANGE HAT FIT, SNUGGLI' AROUND THE PIPE APPL SPHALT PLASTIC CEMENT BETWEEN THE FLA3HIN1 ND THE SHINGLE SEE DETAIL 2 \T PLICA NON OF FLASHING 0 "ER \'ENT PIPE I I DETAIL rll 1c,T r AND ENT PIPE FL NGE DETAIL AFTER THE T. LASTIINC IS IN PLACE RESUME SHINGLE APPLICATION CUT SHINGLES IN SUCESSIVE COURSES TO FIT AROUND THE PIPE AND EMBED THEM IN ASPHALT PLASTIC CEMENT WHERE THEY OVERLAP THE FLANGE AVOID EXCEJSIVE USE OF CEMENT AS IT TAY CAUCE BLISTERING DO NOT DRIVE FASTENERS CLOSE TO PIPE THE COMPLETED INSTALLATION SHOULD APPEAR AS IN DETAIL 3 UPPER AND SIDE FLANGES OVERLAP FLANGE AND ARE SET IN ASPHALT PLASTIC CEMENT LOWER PART OF FLANGE OVERLAPS LOWER SI- TINGLES ,PPLIFAIION OF SHINGLES AROUND FLADHING FOLLOW THE SAME PROCEDURES FOR A VENTILATOR OP EXHAUST STACK scg. MarlUrrl HOUSING CONSTRUCTION LJ F. SAFETY STANDARDS APR 1 0 1997 o 23 INSPECTION REPORT ATTACHMENT D FUQUA HOMES INC (9_)-0l-AC) The additional roof trusses with shingles on roof of the center unit in compliance with AC Letter No 95 -01 -AC has not been factory- installed on this home This home has been installed over a permanent foundation constructed in compliance with Fuqua Homes, Inc (FHI) DAPIA approved foundation plan to assure that thi home provide the ame l c_vel of performance quality, durability and safety as those manufactured in strict compliance with the Federal Manufactured Dome Construction and Safety Standards The permanent foundation, home set -up and on -site construction shall be inspected by RADCO (IPIA) A copy of this completed inspection sheet shall be given to the homeowner and to the manufacturer (FBI) to be maintained in their file with the homeowner s card The inspection shall ensure that the permanent foundation set -up and center unit root construction have been performed in compliance with PHI s DAPIA approved installation and construc- tion plans and speca.Ii cat_i on The let_ici. OK in the space provided indicate that installation and con tr.uct ion u.e in compliance with the Federal Standards and DAPIA- approved designs Permanent Foundation Home Installation and Set -Up on the Permanent Foundation Center unit roof construction and installation, relative to the Alternative Construction lcttcr, Srot completed in the FHI plant Listed trusses installed at 16 o c maximum per DAPIA approved design .lnd drawings All nail fastening pei DAPIA approved drawings Uplift strapping installed per DAPIA approved drawings Plywood roof decking in tailed per. DAPIA approved drawings Roofing underlayment and flashing installed per DAPIA 1pproved dr.Tlwings Shingles installed per I)A1'1A approved dr. twiny III lit h ('X 1 c 11Slon Ind it t rc hmc. nt Yes No QUALITY CONTROL CHECKLIST I s ruction Checksheet for Shipping homes floor plan No g 1 without label, and consti uction of listed ti usses and shingles on the centci unit at the site ATTACHMENT C FUQUA HOMES, INC (95- 01 -AC) This home has been shipped unlabeled and partially disassembled in compliance with the requirements of AC Letter. No 95- 01 -AC, under the following conditions (check Yes or No) 1 The letters "AC have been included in the Serial No of the home 7 2 The center unit has been manufactured in compliance with the DAPIA approved framing plan 3 The center unit trusses are in compliance with the listing of the trusses 4 Roof decking, shingle, and flashing, necessary to complete on -site center unit construction, are in compliance with DAPIA approved plans and specifi- cations 5 A set of DAPIA- approved installation and construc- tion plans and specifications, including the permanent foundation design, has been provided by Fuqua Homes, Inc 6 An Inspection Report Form has been included in the Set -Up Manual NOTICE TO PURCHASER ATTACHMENT A FUQUA HOMES INC (95- 01 -AC) The U S Department of Housing and Urban Development (HUD) has issued an alternative construction letter No 95 -01 -AC to Fuqua Homes, Inc (FHI), concerning this home produced in a FIJI facility and designed to be finished by FHI on a site of your choice As designed, this home does not meet certain aspects of the Federal Manufactured Home Construction and Safety Standards regarding the in -plant installation of roof jack/flue assemblies for the fireplace and center unit listed trusses and ashpalt shingles A special package of DAPIA approved plans, installation drawings, instructions and specifications for fireplace listed t i n s c and hi.ndl.c have been provided by PHI foi n ,e by a licensed independent contractor selected by FHI The package includes an inspection Checklist which shall be provided to you Tn addition, you will receive a copy of completed inspection report signed by manufacturer s inspection agency (RADCO) the qualified independent in pector ;c_l.ectcd by tin_ manu/. n. tuic_1 A copy has also been forwarded to FHI To be in compliance with the letter issued to FHI, youi homes serial number should be preceded by the letters "AC HUD has evaluated this Alternative Construction concept and believes that it provides an equivalent level of quality, durability and safety to that required by the Federal Standards For further information about the specific Federal Standards involved, a copy of the BUD letter issued to the manufacturer pursuant to 24 CFR 3282 14(b) is available from your dealer or the manufacturer, upon request r ItUVL.l) I•OR USE WITH ALTERNATE CONSTRUCTION LETTER TRUSSES STD 16 0 a W ITH 2014 HOUSE '5j T IDE CR ROOF OF II 7 E t.ErK IHER 9 =Y) RODE ft C T IC G'UEEN ,,DD -ON TRUSSES SCREW TO ExiSTING 1 RUSSES f if fi i +C C1 r aVC DD /11, 16 16 12 24 BEAM END 0IERHANG CA r( NG -PUSS MARRIAGE L `NC I I j BY DATE, I I DRAWN IRLE 3/25/99 I I DATE CNE SCALE GCEDIOETAUE 20 BY E S fi ""•'QAL. UA JII ACTI! JSING CONSTRUCT G SAFETY S'1•AI410b+R0: JAN 2 5 2000 a 23 1 LOCATE DD ON TRUSSES DIRECTL OVER E. xISTING TRL ,E TRUSSES ARE TO SPAN ACROSS THE MARRIAGE LINE BEAMS A D SELUREU TIGHT TO EXISTING TRUSSES WITH SCREWS FOR TEMPOiARY SE USE 48 3 SCREWS WITHIN 3 OF EACH VERTICAL PO.,T ON TRUSS MAX 16 OC SEE DwG SUA -30 FOR MORE DETAILS 2 TRUSSES ARE DESIGNED FOR 2x4 RIDGE SD. TO EXTEND O 12 ON E TO SECURE 2x8 EAVE BDS IN ADDITION ADD 2x4 LOOKOUTS TO r SUPPORT EAVE SOS j TRANS!I r.F (GHT OF HOME WITH OUT ADD-ON TRUSS.. IS 15 EA ✓E ENT, AND ...)1[H, ADD -ON TRUSSES IS 20 -6 MIN b x l� 2x4 OUTLOOKERS MAX SPACING ON OUTLOOKERS ADD -O^1 i %PUSS 304 ROOF LOAD 64 1 400 ROOF LOAD 64 604 ROOF LOAD 32 8014 ROOF LOAD 32 FASTEN OUTLOOKERS 0 ERTICLE MEMBERS OF TRUSSES TAO u X 3 SCREWS FUQUA HOMES FUQUA HOMES INC r' `E RODE CAP ASSEMBLY DETAILS CENTER SECTION SET -UP Na SUA -34 ".EC 4015 I LTERNATE IN S TRIJCTION LETTER v v t,. r r .//1 0.C. ,1 r, ;uPP0Rr t,T ✓�C /8 ,.L x ra ref' A rat ti CC AT I r(;ri(IA'C SUPPORT RCAF' P 00' 5/ 'wt Jr (IC IC P(CTCYI NI( Ot. 'L ILa (um RC01RC *C S 2 IS ION !N' /AL CONI(NCOL %I CGVTCR BRACC PASIC !N 18x3 SCRCv P TRUSS rR rVf, L1 /Srr USt WO RG` vCN jT'V S I INS "ALL C BY I DATE IN TAT /CN 'WU POST 19.rJ SCRCI. FOP 1 T'&M ITC N. AL L CO DING 1 vor( C PAT 2 „P ;AR C CND (RUST �vr CROSS SCC TICN BRACING TL'rA /L S. 1 DRAW kRLC .7/?■/9F I cHEcKcDIDcrA/c S CAT,. !t •0' 151C0 IRUSS 14591 PASICN r0 ra° CNORO Or rACTORr /NSIALCO TRUSS VEIN IVY iD .r 1' SCRCVS INSTALL Dot SCRCV VITN /N J' Or CACH VCR(iCAL POST (Y TRUSS r 452 i a 459 rAC rORr r INS rAL L rP Topic rrrP B- SECTION C- SECrtoN CC IHSIAL L PINISACD ROOTING PCP Ili RL,TIMG NweoroCTURCR'S IMS(ALLATEON TNS(RUC( /L7IS OVCRL AP section 'C' NIN 9' LIS(CO IRUSS APPROvCO RAP /CR ..Q IC BCrOQC INSIALr,INC ROOT CAP "NOV( ALL SHIPPING NA/CRIAL COVN 1 TNT PACIOPr /NS!ALLCD DCCXIN6 V/S U INCL UDC TEE ROLL (P RW" WO I ;.NO PLASTIC VISOvrEN t END EL E VA T I L B1 DAit FUQUA IIONIES FUQUA HOMES INC 'In-c ROOF CAP ASSCMBL Y DETAIL S END ELEVATION 8 SEC rioN HOUSING cat-IS ik T40I4 Cr SIt.PE i Y .I, ^t' 'IS JAN 2 5 Z000 23 -414 YCNIS ("AC TOR r NS rALL CD) SCCURC I.J 01400,43( RAC IC [IRS r91 IRUSSCS A CAC NO Or Y PASTCN yr l I r, SCR(V INTO CACH KIN(' PG` \I i 1 q DIA CONAL I BA.C'NG 11 NO. t r--T C T_L�lf j SUA d it OC aLL J NC SNEC' Fuqua Homes Inc Hem' Oregr t! Triple wide w/ 12' 10' center section Tot it leg Length Width Area ventilation ft ft sq ft sq ft 44 I 12.83 I 565 188 I 48 12.83 4 616 2 05 52 12.83 N 667 2 22 56 I 12.83 I 718 2 39 I 60 I 12.83 I 770 2.57 64 I 12.83 I 821. 2 74 66 7 12 83 4 856' 2 85 I Venlil ilir,n Requnemenl Sheet The attic space of the center section of this home is vented seperately and must be vented as follows Minimum ventilation area 1/300 of thte attic or roof cavity floor area Install 1 gable vent in each end of the ,ecl!un within factory attic space or below runt cap Install additional vents as needed to meet requirements in table below Site installed ablr Vent Vents area sq ft 0 70 0 70 0 70 0 70 0 70 0 70 0 70 required at gable walls 2 2 2 2 2 2 2 Triple wide w/ 13' -8 center section Site installed Site installed Total regd Gable Vent Vents Vent area Vents L i 71h Width Ar -i v nliliiinn ,n required at It It ,q II I it it II g;iblr wall( 44 1 13 67 601 2 00 0 70 I 2 48 13 67 656 2 19 0 70 I 2 52 I 1367 711 237 I 070 I 2 SC 13 67 766 2 0 70 60 13 67 820 1 /3 0 70 64 1367 I 875 292 I 07(.) 2 667 M 1367 I 912 304 I 070 I 2 Vent Specifications l idi)i vonl h.ivr a not het. in i 50 q III i ,q 11 I ihli. nI Irivt. minimum uu! n- I Irt it I It 1 ni i1i g It Site installed Vent area Vents req d required at at ridge ridge 094 I 3 103 4 3 1 11 4 1.20 4 1.28 4 137 N 4 145 5 req d al ridge 1 00 1 09 1 18 1 28 1 37 1 52 1 64 SUA 30 3 of "3 required at r!dgc 3 4 4 4 4 5 5 Triple wide w/ 15 center section II Site installed 1 Site installed Total req d Gable Vent Vents Vent area Vents Length Width Area ventilation area required at reqd required at ft ft sq ft sq ft sq ft gable walls at ridge ridge 44 I 15 5 I 682 I 2 27 I 0 70 N 2 N 1 14 I 4 48 I 15 5 744 2 48 0 70 2 1 24 I 4 52 I 15 5 806 2 C9 0 70 2 1 34 I 4 56 I 15 5 I 868 I 2 89 0 70 M 2 I 1 49 I 5 60 15 5 930 3 10 0 70 I 2 I 1 70 I 5 64 15 S 992 .i :3 I 0 70 2 1 91 6 66 I 155 N 1034 N 345 070 2 205 6 Noll' 73 Alw iy i mil 1 up 1 111, Iii tl login.: li -nglli it It Ili ii I.•naIli 1 ill in I INI tilt I h•i gth Jlilt n in !hi 7t1 11 lilt] ct! 03 i 1 11 ti I i 11 ,i 1 1 III I. rnllh a III. i I. III rU..i i in 1 07/12/2007 15:39 FAX a 001/001 L4 f L ir 1 er?".' e l ELECTRICAL WORK PERMIT APPLICATION Installation description l Job wired by Electrical Contractor Owner 0 Commercial 4 sidential ontractor e e k tww... ial al>�� 1 I A i '1 P 41 P Altered/Additlon joix "Oral_ aidi9 e'B�(}� t n, w z1P q %2 T lc u— l [-+�J• FAX number e P s r 1 52_ if_ 17 A in IF ao t j PL, 1 V l its iii MS 8 t. Phone number to sche ale inspectiun: J Owner as defined by RCW. /9.28.261:(/) Owner will occupy the structure for two years afler this electrical permit is/inall:ed. (2) Owner is required ro hire an electrical conrractor (f above said property is for .sale, rent or lease. Cash Chec p Aftcr reading the above statement, 1 hereby certify that 1 am the owner of the above l --A named property or a licensed electrical contractor. I am making the electrical instal- O Credit Card Visa Mastercard l er lation ur alteration in compliance with the electrical laws. N.E.C., RCW. Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Card Utility Specifications. /Sign: ur of owner. ele• r •a ontractor or electrical adm istra •r 1 Expiration Date fan Z. X 1 1 At V 4 ate: 7 I of card I S. Electrical Load Additions and or subtractions Service Information 0 NO LOAD CHANGES O Baseboard KW Voltage 0 Furnace KW 0 Overhead Service Phase 0 1 0 3 0 Heat Pump Ton LAR Temp Service Service Size: Fan -Wall KW 0 Underground Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360 417 -4735 ROUGH-IN E THERMOSTAT SERVICE Date Approved Ely Date AVprovcJ By bate Approved 6y FINAL DITCH FEEDER W Ap DOC Apnroved By Dote 1 Approved By Inspec on Date Area Buildin or Equipment Inspecte Electrical Action Taken Inspector n natlf T EPT 01/30/2006 13:13 FAX [�i.001/001 `..k osl o- rrpM j �1 y 1 l ELECTRICAL `WORK PERMIT APPLICATION r i Vnstallation description Job wired by Electrical Contractor Owner commercial Residential Electrical contractor name number Date Expires 0 New Altered/Addition •S \0.MI0 +lr Elec'1Crs .SHAMPF Purchaser's mailing address P. FOX 313 MA Ie Hn mei ADO AMR City State ZIP Pt,r Rr e.les W ft °fi3 1oa I. 1 r I L 1 t Telephone nulnbct FAX FAX number Premises owner's name t✓°n'hs la/ TO u t A d ss inspection A eiAt( :6�r. .�J,:t I l✓z— C y v AY floP,les WPB 19.313. �of7 /7- 71, .70 Phone number t schedule inspection; A fef i tir l- /g.. Owner as defined by RCW 19.28.261: (1) Owner will occupy she .srructure for two years after this electrical permit is findlt -ed (2) Owner is required to hire an electric c:untractor if above said property is for sale, rent or lease. 0 C ash 0 Check After reading the above statement, r hereby certify that 1 am the owner of the above named property or a licensed electrical contractor. l am making the electrical instal- Credit Card Visa Mastercard Discover latioo or alteration in compliance with the electrical laws, N.E.C., RCW, Chapter 19.28, WAC, Chapter 296 -46B, The City of Port Angeles Municipal Code, and Card Utility Specifications. Signature of owner, electrical contractor or electrical administrator Expiration Date f-0 ii' X r 7 Of card Inspection fee /1 f .4, i Date: D $O flaw rlcel Load Additions and or subtractlo� Service Information t NO LOAD CHANGES a 0 Baseboard KW Voltage i Furnace KW Overhead Service Phase 1 3 Heat Pump Ton LAP Temp Service Service Slze: Fan Wall KW t,� undergrt�und Service Feeder Size: i SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360 417 -4735 OUGH IN THERMOSTAT Da SERVICE Duo Approved tly D P�t ApprovcJ By Approved By FINAL DITCH FEEDER ,./.../011, 0 Date FINAL DY Dam npprovep ay J nme Approved By Ar inspection Area, Building or Equipment inspected Action Taken electrical Date Inspector l31 eONNI✓ �TI4 0-I 3 5- t- O- pe r 4 .r 7 ORr e ELECTR riCk:= [1.NSPEC710N \AI NI G REP0A7 c 417-4735 DATE PERMIT INSP TOR 2 i 0 ER/C //b z TRACTOR 3 /1141eler ADDR S th LA-4-‘e_ c APPROVED NOT APPROVED O DITCH 0 O ROUGH IN/COVER 0 SERVICE 0 O FINAL 0 CORRECTIONS NEEDED: 0E--fe, P 1:7(._. L.4. e& a J S14217/ e-c_ o l N.1(_ gsa#Z1 e-4 go' r ty (1)_0:4(f /3 7 eDwitIC.4.6.7Z... 'AO 7/3 69/ JVge--7 511 Iv C ethz_ C.49 INIAIN WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452-1381 9 Y ELECTRICAL WORK PERMIT APPLICATION') i Nc i G /�t �l y� C�. �4510/13 7 Installation description Job wired by Electrical Contractor Owner Commercial Residential Electrica ontractor name License number Date Expires Altered /Addition Purch is mailing address M Le /93 (7,444.6K._, City State ZIP Telephone number FAX number 6 19 1 --7 7 -5y Premises owner's name n7 C.,",•40-fl:/e2./Li Address of inspection /9/? e (L/ city tdd...r mac, 0:_t_..6-4 t,LiLl 9,36 Phone number to schedule inspection: Owner as defined by RCW.19.28.26/: Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Cash Check After reading the above statement, 1 hereby certify that 1 am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- Credit Card Visa Mastercard Discover lation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Card Utility Specifications. of owner, electrical contractor or electrical administrator Expiration Date Inspection fee Date: of card 9R ,;o Electrical Load Additions and or subtractions Service Information NO LOAD CHANGES Baseboard KW Voltage Furnace KW Overhead Service Phase 1 3 Heat Pump Ton LAR Temp Service Service Size: Fan -Wall KW Underground Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360- 417 -4735 ROUGH -IN THERMOSTAT SERVICE Date Approved By Date Approved By Date Approved By FINAL DITCH FEEDER O�, Date pproA `•ed B Date Approved By Date Approved By Inspection Area, Building or Equipment Ins Inspected Electrical Date P Action Taken Inspector cJ'U"~ ~ 'gp CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL OrvlSION l21 EAST 5TH STREET. PORT ANGELES. WA 98~62 Lasered CEO Application Number Appl~cation pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr, name Applicat~on type descr~pt~on Subdivision Name Property Use Property Zoning Appl~cation valuation 05-00001203 Date 469209 1919 VILLAGE CIR 06-30-13-2-3-0030-0000- OLYMPIC PENIN DEVELOP RES NEW SFR 2/01/06 RESIDENTIAL HIGH DENSITY 75000 Owner Contractor OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417-1110 Other struct info FRIENDSWOOD BUILDERS 113 SO VALLEY ST PORT ANGELES (360) 417-1110 LOT COVERAGE LOT COVERAGE INC WA 98362 TOTAL % EXISTING LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE 1 00 1. 00 399629.00 2112.00 2112.00 Permit Additional desc Perm~t p~n number Sub Contractor Permit Fee Issue Date Expiration Date . . ELECTRICAL NEW RESIDENTIAL SHAMP/ MOBILE+GARAGE 70235 SHAMP ELECTRICAL 126 80 2/01/06 7/31/06 CONTRACTING Plan Check Fee Valuation 00 o "- ~ "'-..!. ~ Qty 1 00 1 00 Unit Charge Per 78 7000 ECH 48 1000 ECH EL-MANF HOME SERVICE & FEEDER EL-R-OUTBD/DTCH GAR SEP Extension 78 70 48 10 \J '-I {'-: t--I ~ (\i Special Notes and Comments Building address s~gn shall not be less than 6" & not more than 12" ~n height Numbers colors must contrast with wall color they are mounted on (Ord 14 36 050-E) When roof gutters are installed, drains w~ll located in dry wells or piped to approved storm drain location. No pressurized or pump~ng to curbs are allowed. An inspection by BUlld~ng Department is required pr~or to backfill. Address numbers shall be pla~nly 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 Flre Code (IFC) and National Fire Protection Association (NFPA) 12/15/2005 04 37 PM SROBERDS -- The proposal will result in 1 res structure on the 4+ acre property in the RS-9 zone Setbacks must be a m~n of 25' from Lindberg, 13' from Golf Cours~, and 7' from ~nterior $713 Connect Fee. 12/06/2005 08:26 AM JHEBNER ---------------------------- Electr~cal perm~ts are required 12/06/2005 08'27 AM JHEBNER ---------------------------- ~ .... ,I ~.....: ., I I , COMMENTS/ACTION NEEDED '~ 'IJ! CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION "l21 EAST 5TH STREET. PORT ANGELES. WA 911362 Applicat~on Number Application p~n number 05-00001203 469209 Page Date 2 2/01/06 Special Notes and Comments Temporary Power is only available from the exist Temp/Meter at Golfcourse & Lindberg Roads. 12/06/2005 08'27 AM JHEBNER ---------------------------- Any modifications to the City's electrical facilities will be at the customer's expense Site access entry, construction parking area & silt fence to be inplace p~or to permit ~ssuence Sanitary sewer connection inspection is requ~red by Public works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards. No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to prouring concrete Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745 00 4 50 1025 00 Fee summary Charged Pa~d Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 126 80 126 80 .00 .00 plan Check Total 00 00 .00 .00 Other Fee Total 1774 50 1774 50 00 00 Grand Total 1901.30 1901.30 00 00 COMMENTS/ACTION NEEDED ELECfRICAL PERMIT INSPECfION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE lSPECTION TYPE II II DATE COMMENTS NO - :1 II II II II II II II II II GENERAL COMMENTS: II I I f?1tJ61 ~ ;hJ-n,/i- O~ ~ J?1t.U)Jt!e., eN 'J ;2. -1-0," PW-1102." (0\'96) dViJlIll~. $fi~~ Dfi "I<ii..~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98J62 Lasered CEO Application Number Applicatlon pin number _ Property Address ASSESSOR PARCEL NUMBER: Application type descrlption Subdivision Name Property Use Property Zoning Application valuation Owner OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417-1110 Permit Additional desc Permit pin number Sub Contractor Permlt Fee Issue Date Explration Date 06-00000369 Date 005973 1919 VILLAGE CIR 06-30-13-2-3-0030-0000- ELECTRICAL ONLY 4/25/06 RESIDENTIAL HIGH DENSITY o Contractor OWNER ELECTRICAL NEW RESIDENTIAL RAINCOAST/ GARAGE 75135 RAINCOAST ELECTRIC 48 10 Plan Check Fee 4/21/06 Valuation 10/18/06 00 o Qty Unit Charge Per 1 00 48 1000 ECH EL-R-OUTBD/DTCH GAR SEP Extension 48 10 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permlt Fee Total 48.10 48.10 .00 00 Plan Check Total 00 .00 00 .00 Grand Total 48 10 48 10 00 .00 COMMENTS/ACTION NEEDED .............. ~ "- ~~ ~\ ~ ~ ~ ft\ ~ ~ ELECfRICAL PERMIT INSPECfION RECORD CALL 417-473 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE n SPECTION TYPE COMMENTS DATE ACCEPTED I YES NO DITCH lUll T~H_ll~ I COVER ~nK v ICE . ,......" 17f-~-p~ ~ GENERAL COM MENTS: PW-II02.U (4'961