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HomeMy WebLinkAbout1017 Village Pl - BuildingPREPARED 5/07/10 8 27 23 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/07/10 ADDRESS 1017 VILLAGE PL SUBDIV TENANT NBR MONIQUE SWAIN CONTRACTOR PHONE OWNER MONIQUE E SWAIN PHONE PARCEL 06 30 13 5 7 0020 0000 APPL NUMBER 09 00000556 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PW99 01 5/06/10 RV 5/06/10 AP BL99 01 5/07/10 PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS INTERIOR SHEARWALL AFTERNOON December 21 2009 4 53 37 PM jlierly PUBLIC WORKS FINAL May 6 2010 1 55 11 PM rvess May 6 2010 1 56 29 PM rvess BLDG FINAL TIME 01 00 May 6 2010 1 22 24 PM 1pangrle BRUCE 912 0079 BUILDING FINAL AFTERNOON ME99 01 5/07/10 J L MECHANICAL FINAL TIME 00 6 May 6 2010 2 10 1 22 42 PM 1pangrle ngrle BRUCE 912 0079 MECHANICAL FINAL AFTERNOON PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 8/21/09 JLL PLUMBING WATER SUPPLY 8/21/09 AP August 21 2009 8 17 31 AM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO HOUSE August 21 2009 4 50 12 PM jlierly PL2 01 11/13/09 JLL PLUMBING ROUGH IN 11/13/09 AP November 12 2009 4 02 19 PM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING November 13 2009 3 41 20 PM jlierly PL99 01 5/07/10 J PLUMBING FINAL TIME 01 00 MI. May 6 2010 1 23 06 PM 1pangrle BRUCE 912 0079 PLUMBING FINAL AFTERNOON COMMENTS AND NOTES PREPARED 12/21/09 8 29 02 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/21/09 ADDRESS 1017 VILLAGE PL SUBDIV TENANT NBR MONIQUE SWAIN CONTRACTOR PHONE OWNER MONIQUE E SWAIN PHONE PARCEL 06 30 13 5 7 0020 0000 APPL NUMBER 09 00000556 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/10/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/10/09 AP August 10 2009 8 43 04 AM 1pangrle BRUCE 912 0079 FOOTING MORNING August 10 2009 4 49 26 PM jlierly ufr ok BL2 01 8/13/09 JLL BLDG FOUNDATION STEM WALL TIME 09 00 8/13/09 AP August 13 2009 8 34 22 AM 1pangrle BRUCE 912 0079 STEMWALL MORNING August 13 2009 4 27 52 PM jlierly BL3 01 9/04/09 PB BLDG FRAMING TIME 03 00 9/08/09 AP September 4 2009 11 08 29 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING LATER AFTERNOON September 8 2009 8 21 39 AM pbarthol BL9 01 10/26/09 JLL BLDG SHEARWALL 10/26/09 AP October 26 2009 9 12 03 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEAR NAILING ON OSB October 26 2009 4 08 17 PM jlierly BAIR 01 12/02/09 JLL BLDG AIR SEAL TIME 01 00 12/02/09 AP December 1 2009 11 52 53 AM 1pangrle BRUCE 912 0079 AIRSEAL AFTERNOON December 2 2009 4 18 46 PM jlierly BL3 02 12/02/09 JLL BLDG FRAMING TIME 01 00 12/02/09 AP December 1 2009 11 53 20 AM 1pangrle BRUCE 912 0079 FRAMING AFTERNOON December 2 2009 4 18 46 PM jlierly BLI 01 12/10/09 JLL BLDG INSULATION TIME 01 00 12/10/09 AP December 9 2009 4 49 50 PM 1pangrle BRUCE 912 0079 WALL INSULATION AFTERNOON December 10 2009 4 13 31 PM jlierly BLDR 01 12/21/09 BLDG DRYWALL IBWP TIME 01 00 December 17 2009 4 33 24 PM 1pangrle BRUCE 912 0079 v L CONTINUED ONTO NEXT PAGE Clallam County Assessor Treasurer Property Details 66734 MONIQUE E SWAIN f Page 1 of 3 Clallam County Assessor Treasurer Property Search Results 66734 MONIQUE E SWAIN for Year 2009 2010 Property Account Property ID 66734 Legal Description. PENINSULA VILLAGE V15 P6 LOT 2 13A Geographic ID* Type Tax Area. Open Space Historic Property' Multi Family Redevelopment: N Location Address: Neighborhood: Neighborhood CD' Owner Name Mailing Address: Year 2009 2009 2009 2009 2009 2009 2009 2009 2009 2008 2008 2008 2008 2008 ..008 2008 2008 2008 Statement ID 667342008 667342008 667342008 667342008 667342008 667342008 667342008 667342008 667342008 667342007 667342007 667342007 667342007 667342007 667342007 667342007 667342007 667342007 0630135700200000 Agent Code Real 0010 PA 121 PORT ST CNTY H2 L Land Use Code N DFL N Remodel Property* 1017 VILLAGE PL PORT ANGELES WA 98362 Cycle 5 Res 10955130 MONIQUE E SWAIN 810 E LAURIDSEN BLVD PORT ANGELES WA 98362 Taxes and Assessments Due Property Tax Information as of 12/10/2009 Amount Due if Paid on Taxing Jurisdiction ST SCH STATE SCHOOL CC -GEN COUNTY PORT PORT PORT ANG PORT ANGELES SD #121 SCHOOL DISTRICT #121 NTH OLY LIB NORTH OLYMPIC LIBRARY HOSP #2 HOSPITAL #2 FIRE_PATROL FIRE PATROL WEED_CONTROL WEED CONTROL 2009 667342008 TOTAL. ST SCH STATE SCHOOL CC -GEN COUNTY PORT PORT PORT ANG PORT ANGELES SD #121 SCHOOL DISTRICT #121 NTH OLY LIB NORTH OLYMPIC LIBRARY HOSP #2 HOSPITAL #2 FIRE_PATROL FIRE PATROL WEED CONTROL WEED CONTROL Mapsco Map ID 97 N N Owner ID 194277 Ownership 100 0000000000% Exemptions First Half Base Due $0 00 $0 00 $0 00 $0 00 $0 00 80 00 $0 00 $17 90 $1 63 $19.53 $70 39 $34 06 $4 98 $73 35 $82.10 $9 90 $3 38 $8 95 $0 82 Second Half Base Due Penalty Interest $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0.00 $70 38 $34 05 $4 97 $73 33 $82 09 $9 89 $3 38 $8 95 $0 81 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0.00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0.00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 Base Amount Paid Due $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $17 90 $0 00 $1 63 $0 00 $19.53 $0.00 $140 77 $0 00. $68 11 $0 00 $9 95 $0 00 $146 68 $0 00 $164 19 $0 00 $1979 $000 $6 76 $0 00 $17 90 $0 00 $1 63 $0 00 hitp /vpn clallam net 3084 /prop,h .cress /Property aspOcid =n&; ear= 2009 &prop_id =6 12, i 0 /2009 PREPARED 12/10/09 8 30 00 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/10/09 ADDRESS 1017 VILLAGE PL SUBDIV TENANT NBR MONIQUE SWAIN CONTRACTOR PHONE OWNER MONIQUE SWAIN PHONE PARCEL 06 30 13 5 7 0020 0000 APPL NUMBER 09 00000556 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/10/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/10/09 AP August 10 2009 8 43 04 AM 1pangrle BRUCE 912 0079 FOOTING MORNING August 10 2009 4 49 26 PM jlierly ufr ok BL2 01 8/13/09 JLL BLDG FOUNDATION STEM WALL TIME 09 00 8/13/09 AP August 13 2009 8 34 22 AM 1pangrle BRUCE 912 0079 STEMWALL MORNING August 13 2009 4 27 52 PM jlierly BL3 01 9/04/09 PB BLDG FRAMING TIME 03 00 9/08/09 AP September 4 2009 11 08 29 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING LATER AFTERNOON September 8 2009 8 21 39 AM pbarthol BL9 01 10/26/09 JLL BLDG SHEARWALL 10/26/09 AP October 26 2009 9 12 03 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEAR NAILING ON OSB October 26 2009 4 08 17 PM jlierly BAIR 01 12/02/09 JLL BLDG AIR SEAL TIME 01 00 12/02/09 AP December 1 2009 11 52 53 AM 1pangrle BRUCE 912 0079 AIRSEAL AFTERNOON December 2 2009 4 18 46 PM jlierly BL3 02 12/02/09 JLL BLDG FRAMING TIME 01 00 12/02/09 AP December 1 2009 11 53 20 AM 1pangrle BRUCE 912 0079 FRAMING AFTERNOON December 2 2009 4 18 46 PM jlierly BLI 01 12/10/09 JLL BLDG INSULATION TIME 01 00 December 9 2009 4 49 50 PM 1pangrle BRUCE 912 0079 WALL INSULATION AFTERNOON COMMENTS AND NOTES PREPARED 12/02/09 8 13 11 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/02/09 ADDRESS 1017 VILLAGE PL SUBDIV TENANT NBR MONIQUE SWAIN CONTRACTOR PHONE OWNER MONIQUE SWAIN PHONE PARCEL 06 30 13 5 7 0020 0000 APPL NUMBER 09 00000556 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/10/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/10/09 AP August 10 2009 8 43 04 AM 1pangrle BRUCE 912 0079 FOOTING MORNING August 10 2009 4 49 26 PM jlierly ufr ok BL2 01 8/13/09 JLL BLDG FOUNDATION STEM WALL TIME 09 00 8/13/09 AP August 13 2009 8 34 22 AM 1pangrle BRUCE 912 0079 STEMWALL MORNING August 13 2009 4 27 52 PM jlierly BL3 01 9/04/09 PB BLDG FRAMING TIME 03 00 9/08/09 AP September 4 2009 11 08 29 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING LATER AFTERNOON September 8 2009 8 21 39 AM pbarthol BL9 01 10/26/09 JLL BLDG SHEARWALL 10/26/09 AP October 26 2009 9 12 03 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEAR NAILING ON OSB October 26 2009 4 08 17 PM jlierly BAIR 01 12/02/09 BLDG AIR SEAL TIME 01 00 December 1 2009 11 52 53 AM 1pangrle BRUCE 912 0079 AIRSEAL AFTERNOON BL3 02 12/02/09 J L BLDG FRAMING TIME 01 00 December 1 2009 11 53 20 AM 1pangrle N1‘ BRUCE 912 0079 FRAMING AFTERNOON COMMENTS AND NOTES PREPARED 11/13/09 9 25 31 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/13/09 ADDRESS 1017 VILLAGE PL SUBDIV TENANT NBR MONIQUE SWAIN CONTRACTOR PHONE OWNER MONIQUE SWAIN PHONE PARCEL 06 30 13 5 7 0020 0000 APPL NUMBER 09 00000556 RES NEW SFR PERMIT PL 00 PLUMING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 8/21/09 JLL 8/21/09 AP PL2 01 11/13/09 bi. PLUMBING WATER SUPPLY August 21 2009 8 17 31 AM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO HOUSE August 21 2009 4 50 12 PM jlierly PLUMBING ROUGH IN November 12 2009 4 02 19 PM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING COMMENTS AND NOTES PREPARED 10/26/09 9 32 48 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/26/09 ADDRESS 1017 VILLAGE PL SUBDIV TENANT NBR MONIQUE SWAIN CONTRACTOR PHONE OWNER MONIQUE SWAIN PHONE PARCEL 06 30 13 5 7 0020 0000 APPL NUMBER 09 00000556 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/10/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/10/09 AP August 10 2009 8 43 04 AM 1pangrle BRUCE 912 0079 FOOTING MORNING August 10 2009 4 49 26 PM jlierly ufr ok BL2 01 8/13/09 JLL BLDG FOUNDATION STEM WALL TIME 09 00 8/13/09 AP August 13 2009 8 34 22 AM 1pangrle BRUCE 912 0079 STEMWALL MORNING August 13 2009 4 27 52 PM jlierly BL3 01 9/04/09 PB BLDG FRAMING TIME 03 00 9/08/09 AP September 4 2009 11 08 29 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING LATER AFTERNOON September 8 2009 8 21 39 AM pbarthol BL9 01 10/26/09 BLDG SHEARWALL October 26 2009 9 12 03 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEAR NAILING ON OSB COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc INSTALL A FIRE SPRINKLER. SYSTEM Fee summary CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5th Street, Port Angeles, WA 98362 09 00000967 321171 1017 VILLAGE PL 06 30 13 5 7 0020 0000 MONIQUE SWAIN FIRE SPRINKLER SYSTEM PLANNED RESDNTL DEVLPMENT 2150 Owner Contractor MONIQUE SWAIN INNOVATED FIRE SPRINKLERS 810 E LAURIDSEN BLVD 81 NEW HAVEN LANE PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452 7583 Structure Information 000 000 INSTALL A FIRE SPRINKLER SYSTEM Permit FIRE SPRINKLER RESIDENTIAL Additional desc FIRE SPRINKLER SYSTEM Permit pin number 153833 Permit Fee 00 Plan Check Fee 00 Issue Date 9/22/09 Valuation 2150 Expiration Date 3/21/10 Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background A full acceptance test will be required for the fire sprinkler system 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 A full acceptance test will be required for the fire sprinkler system Charged Paid Credited Date 9/22/09 Due Permit Fee Total 00 00 00 00 Plan Check Total 00 00 00 00 Grand Total 00 00 00 00 5– 3— This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compied with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. 1 -1,s,J/ of Contractor or A thorized A nt Date Signature of Owner if Owner Signature o g g O n r is builder) Date Inspection Type Date Passed Comments FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final OD FIRE ALARM Rough -in inspection Alarm final LP -GAS Completed by Contractor- Underground piping inspection /pressure test Test #1 Above ground piping inspection/pressure test Piping pressure test psi Tank (container) inspection Time initiated Test #2 Appliance inspection Piping pressure test psi LP -gas final Time initiated UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final FIRE PERMIT INSPECTION RECORD Call 360 417 -4655 for fire inspections Please provide a minimum 24 -hour notice or conceal any work before inspected and accepted. Post permit in a conspicuous KEEP PERMIT CARD AND APPROVED PLANS AT GENERAL COMMENTS (D. It is unlawful to cover insulate --S) --J location. JOB SITE 2/15/00 G' 3 BUILDING PERMIT Fill out COMI'LETELS and in INK. our COMPLETE to be accepted for review PERMITS (360)417-4815 APPLICATION application and site plan MUST BE If you have an} questions, call FAX(360)417 -4717 FOR OFFICIAL USE ONL1 Date Rec. Permit t'• Date Approved: Date Issued: Applicant or Agent. ✓t_ e Qvt i 5 Q. V Phone: Li S" 2 5 P/ 3 Owner 11O I UL_ 5W.Ct4.el 9 ff Address' g 10 2- Diva City d' 1. P,L1J" ZIp 9& Z Architect/En mneer Contractor /,i(//jd'4Th' L9 r- 6� State License t 4JA'o 1xp Address: A) 77,P,<.,J Cia_U -e. L, Lam, Cit pd✓ 7/ h4,5,k�4t' Zip 96 6 PROJECT ADDRESS /0/ 7 \P 1/C-\3 1 r 1 C c Q ZONLNG LEGAL DESCRIPTION Lot: 2- Block. Subdivision. CLALLAM COUNTY PARCEL NUMBER. ;PE OF WORK. Residential New Constr Re -roof Stove Multi- family Addition 0 Move Garage Commercial Remodel Demolition Deck Repair Sign Other BRIEF DESCRIPTION OF THE PROJECT COMMERCIAL/RESIDENTIAL. Occupancy Group: Phone Phone: STZF/V ALUATION SF /SF SF /SF SF /SF TOTAL VALUATION c -e Phone: 1 7 6 2 ?sej 2 /5C', O sue-, she Occupant Load. Construction Type: No. of Stones: Lot Size: Existing Sq. Ft Total lot coverage Proposed Sq Ft TOTAL Sq Ft. PLANNING USE ONLY ESA/Wetland(s). Yes No SEPA Checklist required? Yes No 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 is due it must be submitted at the tune 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 l have read and examined this application and know the same to be true and correct. t am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that must obtain such permits pnor to work T•1FORMS\BIdgperrnitftmn.wpd Applicant: I Date: 9h APPROVALS PLAN BLDG. DPWU- FIRE. OTHER. PREPARED 9/04/09 11 09 36 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES ADDRESS 1017 VILLAGE PL SUBDIV TENANT NBR MONIQUE SWAIN CONTRACTOR PHONE OWNER MONIQUE SWAIN PHONE PARCEL 06 30 13 5 7 0020 0000 APPL NUMBER 09 00000556 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS INSPECTOR JAMES LIERLY DATE 9/04/09 BL1 01 8/10/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/10/09 AP August 10 2009 8 43 04 AM 1pangrle BRUCE 912 0079 FOOTING MORNING August 10 2009 4 49 26 PM jlierly ufr ok BL2 01 8/13/09 JLL BLDG FOUNDATION STEM WALL TIME 09 00 8/13/09 AP August 13 2009 8 34 22 AM 1pangrle BRUCE 912 0079 STEMWALL MORNING August 13 2009 4 27 52 PM jlierly BL3 01 9/04/09 JLL BLDG FRAMING TIME 03 00 September 4 2009 11 08 29 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING LATER AFTERNOON COMMENTS AND NOTES PREPARED 8/21/09 8 21 01 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/21/09 ADDRESS 1017 VILLAGE PL SUBDIV TENANT NBR MONIQUE SWAIN CONTRACTOR PHONE OWNER MONIQUE SWAIN PHONE PARCEL 06 30 13 5 7 0020 0000 APPL NUMBER 09 00000556 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 8/21/09 J PLUMBING WATER SUPPLY 1 1 August 21 2009 8 17 31 AM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO HOUSE COMMENTS AND NOTES INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH /rte 8' /z (v rgIIIIIIIIIIMIIIIIIIIII M-■■ SERVICE 7 ROUGH IN IMMIIMI y�� V FINAL COMMENTS Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1744 sgft home Owner Swain 1017 Village Place PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Charged Permit Fee Total Plan Check Total Grand Total WA 98362 ELECTRICAL NEW RESIDENTIAL 151910 113 75 8/19/09 2/15/10 113 75 00 113 75 Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 09 00000835 399550 1017 VILLAGE PL 06 30 13 5 7 0020 0000 ELECTRICAL ONLY PLANNED RESDNTL DEVLPMENT 0 113 75 00 113 75 Contractor OLYMPIC WIRING INC 9601 PROVOST ROAD NW SILVERDALE WA 98383 (360) 692 0134 Plan Check Fee Valuation Qty Unit Charge Per 1 00 86 2500 ECH EL -R SQFT FIRST 1300 1 00 27 5000 ECH EL R SQFT ADDITIONAL 500 Paid Credited Due 00 00 00 Date 8/19/09 00 00 00 00 0 Extension 86 25 27 50 Date AUG -18 -2009 10 36A FROM OLYMPIC WIRING City of Port Angeles Permit Application Building DNhlonIElectrlcsl Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417.4735 Fax: (360) 417 -4711 Date: OS- f 8 -09 is 2 Single Family Dwelling Multi- Family or Commercial' Commercial Addition Alteration Remodel Repair' Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: t1 17 IA /4S€ !'IA Ca t 2. Building Square Footage: 11 Description of above 7 5 1. .i4 Sin, t, fww++ f 3 /t*•s Owner Information cc Name: SW�kl A OA �t'Ie Mailing Address: City: State: Zip: Phone: Fax: License Exp. Unit Charge 93.75 $113.75 $160.00 8205.00 $29125 2.00 57.50 3 2.00 72:50 86.25 $116.25 $131.25 75.00 69.00 75.00 50.00 50.00 93.75 80.00 86.25 27.50 57.50 86,25 43.75 Signature of owner, electrical contractor or electrical administrator Q g ra: k- /e n9 (360 IttaIV ED TO 13604174711 AUG 19 2009 ELECTRICAL INSPECTIONS Contractor Information Name: 0 y "v, 1.4.11f /A5 c Mailing Address: 9fenr Prounc r Ad City: 5■ Ij. ri) A 1e State: WA Zip: 982$3 Phone:It o -(,t7 2J Si Fax: 3(o-. 7C `t:►+ License Exp. on At. Total (Qtv Mullioned by Unit Charnel Servlce/Feeder 200 Amp. Service/Feeder 201-400 Amp. Service/Feeder 401-600 Amp. Service/Feeder 601 -1000 Amp, Service/Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. 8 TOM O. Service/Feeder 201.400 Amp. Temp. Senric eIFeeder 401 -600 Amp. Temp. Service/Feeder 6011000 Amp. Portal to Portal Hourly Sign/Outline Lighting Signal CircufU Limited Energy Commercial Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal ClrculU Limited Energy Multi-Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less 141. Z.S first 1300 Square Ft. $'7 r So Each Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Thermostat ill./ S Total Ownar as defined by RCW.19.28.261: (1) Owner will occupy the structure for (wo yore after this electrical permit is finalised. (2) Owner Is required to hire an electrical contractor If above said property is for ale, rent or but After reading the above statement, I hereby certify that t am the owner of the above named property or a licensed electrical contractor. I am making the electrical Installation or alteration In compliance with the electrical laws, N.E.C. RCW. Chapter 19.28, WAC. Chapter 296.468, The City of Port Angeles Municipal Code, and Utility Specifications. Cash Check R Credit Card* PREPARED 8/13/09 8 44 17 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/13/09 ADDRESS 1017 VILLAGE PL SUBDIV TENANT NBR MONIQUE SWAIN CONTRACTOR PHONE OWNER MONIQUE SWAIN PHONE PARCEL 06 30 13 5 7 0020 0000 APPL NUMBER 09 00000556 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/10/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/10/09 AP August 10 2009 8 43 04 AM 1pangrle BRUCE 912 0079 FOOTING MORNING August 10 2009 4 49 26 PM jlierly ufr ok BL2 01 8/13/09 J BLDG FOUNDATION STEM WALL TIME 09 00 August 13 2009 8 34 22 AM 1pangrle BRUCE 912 0079 STEMWALL MORNING COMMENTS AND NOTES PREPARED 8/10/09 8 57 56 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/10/09 ADDRESS 1017 VILLAGE PL SUBDIV TENANT NBR MONIQUE SWAIN CONTRACTOR PHONE OWNER MONIQUE SWAIN PHONE PARCEL 06 30 13 5 7 0020 0000 APPL NUMBER 09 00000556 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLDG FOUNDATION FOOTING TIME 09 00 BL1 01 8/10/09 August 10 2009 8 43 04 AM 1pangrle BRUCE 912 0079 FOOTING MORNING COMMENTS AND NOTES o f KIRr,N, w Application desc 1311 SF SFR 390 SF ATT GAR 14 SF COVERED PORCH Owner MONIQUE SWAIN 810 E LAURIDSEN BLVD PORT ANGELES WA 98362 T \Policies \1102 15 [10/08] Qty Unit Charge Per 1 00 355 0000 EA PW WATER METER DROP IN Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 1 00 135 0000 EA SAN SEW STM CON OTHER Permit Additional desc Permit pin number Permit Fee 148478 135 00 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00000556 Date 8/07/09 Application pin number 632192 Property Address 1017 VILLAGE PL ASSESSOR PARCEL NUMBER 06 30 13 5 7 0020 0000 Tenant nbr name MONIQUE SWAIN Application type description RES NEW SFR Subdivision Name Property Use Property Zoning PLANNED RESDNTL DEVLPMENT Application valuation 123351 Contractor OWNER Structure Information 000 000 1311 SF SFR 390 ATT GAR 14 CVRD PORCH Other struct info TOTAL LOT COVERAGE 29 90 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 5738 00 PROPOSED LOT COVERAGE 1716 00 TOTAL LOT COVERAGE 1716 00 NUMBER OF UNITS 1 00 Permit PUBLIC WORKS RES WATER SERV Additional desc 3/4 DROP IN METER Permit pin number 148460 Permit Fee 355 00 Plan Check Fee 00 Issue Date 8/07/09 Valuation 123351 Expiration Date 2/03/10 Extension 355 00 PUBLIC WORKS STORMWATER CONNECT DRAINAGE TO STORM SYST 148486 135 00 Plan Check Fee 00 8/07/09 Valuation 123351 2/03/10 SANITARY SEWER HOOK UP Plan Check Fee Extension 135 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. 8' 0 f Signature of Contractor horized Agent Date Signature of Owner (if owner is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 CONSTRUCTION R.W PW ENGINEERING FIRE 417 -4653 FIRE DEPT PLANNING DEPT 417 -4750 PLANNING DEPT BUILDING 417 -4815 BUILDING PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE T \Policies\1102 1 [10/08] Application Number 09 00000556 Application pin number 632192 Issue Date 8/07/09 Valuation Expiration Date 2/03/10 Qty Unit Charge Per 1 00 135 0000 EA SAN SEWER HOOKUP Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) June 22 2009 5 19 24 PM sroberds The proposal will result in a single story sfr w /attached garage in the RHD zone for total lot coverage of 30% with 34% site coverage The 18 driveway is okay for a private road A 20 driveway would be required for a public street When roof gutters are installed drains will be located in dry wells or piped to an approved storm drain location No pressurized or pumping to curbs is allowed An inspection by Public Works Engineering is required prior to backfill All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 28 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required June 10 2009 9 31 21 AM rbecker When installing fire system if you have an open system you will not need to install a backflow assembly If you have a closed system you will need to install a double check backflow assembly If you have any questions call Ron Becker at 417 4886 or E mail de at rbecker @cityofpa us Other Fees Fee summary T \Policies \1102 15 [10 /08) CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Date 8/07/09 123351 Extension 135 00 RES UNDERGRND SERVICE FEE 713 00 SEWER SYSTEM DELV CHARGE 1510 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1510 00 Charged Paid Credited Due Permit Fee Total 625 00 625 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 3737 50 3737 50 00 00 Grand Total 4362 50 4362 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 INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 CONSTRUCTION R.W PW ENGINEERING FIRE 417 -4653 FIRE DEPT PLANNING DEPT 417 -4750 PLANNING DEPT BUILDING 417 -4815 BUILDING PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE T \Policies \1102 15 [10 /08] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number 09 00000556 Date 8/07/09 Application pin number 632192 Property Address 1017 VILLAGE PL ASSESSOR PARCEL NUMBER 06 30 13 5 7 0020 0000 Tenant nbr name MONIQUE SWAIN Application type description RES NEW SFR Subdivision Name Property Use Property Zoning PLANNED RESDNTL DEVLPMENT Application valuation 123351 Application desc 1311 SF SFR 390 SF ATT GAR 14 SF COVERED PORCH Owner Contractor MONIQUE SWAIN OWNER 810 E LAURIDSEN BLVD PORT ANGELES WA 98362 Structure Information 000 000 1311 SF SFR 390 ATT GAR 14 CVRD PORCH Other struct info TOTAL LOT COVERAGE 29 90 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 5738 00 PROPOSED LOT COVERAGE 1716 00 TOTAL LOT COVERAGE 1716 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc 1311 SF SFR 390 SF GRG Permit pin number 147991 Permit Fee 1154 65 Plan Check Fee 750 52 Issue Date 8/07/09 Valuation 123351 Expiration Date 2/03/10 Qty Unit Charge Per Extension BASE FEE 1020 25 24 00 5 6000 THOU BL -100 001 500K (5 60 PER K) 134 40 Permit MECHANICAL PERMIT Additional desc Permit pin number 147975 Permit Fee 222 85 Plan Check Fee 00 Issue Date 8/07/09 Valuation 0 Expiration Date 2/03/10 Qty Unit Charge Per Extension BASE FEE 50 00 4 00 7 2500 EA ME VENT FAN (SINGLE DUCT) 29 00 1 00 10 6500 EA ME STOVE /FIREPLACE /MISC APP 10 65 9 00 14 8000 EA ME HEATER(SUSP /WALL /FLOOR MTD) 133 20 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that 1 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. I L Date e Print Name Signature of Contractor or rized Agent Signature of Owner (if owner is builder) T:FormsBuilding DivisionBuilding Permit Rik-, e 317- la Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R W PW Engineering Piers Fire Post Holes (Pole Bldgs 417 -4653 PLUMBING FINAL Date Accepted by Under Floor Slab 417 -4750 Rough -In Building Water Line (Meter to Bldg) 417 -4815 Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Accepted by Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts FINAL Date MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T:Forms /Building Division /Building Permit Other Fees T:FormsBuilding Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) June 22 2009 5 19 24 PM sroberds The proposal will result in a single story sfr w /attached garage in the RHD zone for total lot coverage of 30% with 34% site coverage The 18 driveway is okay for a private road A 20 driveway would be required for a public street When roof gutters are installed drains will be located in dry wells or piped to an approved storm drain location No pressurized or pumping to curbs is allowed An inspection by Public Works Engineering is required prior to backfill All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 28 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required June 10 2009 9 31 21 AM rbecker When installing fire system if you have an open system you will not need to install a backflow assembly If you have a closed system you will need to install a double check backflow assembly If you have any questions call Ron Becker at 417 4886 or E mail me at rbecker @cityofpa us RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Fee summary Charged Paid Credited Due Page 2 Date 8/07/09 Application Number 09 00000556 Application pin number 632192 Permit PLUMBING PERMIT Additional desc Permit pin number 147983 Permit Fee 142 00 Plan Check Fee 00 Issue Date 8/07/09 Valuation 0 Expiration Date 2/03/10 Qty Unit Charge Per Extension BASE FEE 50 00 9 00 7 0000 EA PL- PLUMBING TRAP 63 00 1 00 7 0000 EA PL WATER LINE 7 00 1 00 15 0000 EA PL -SEWER LINE 15 00 1 00 7 0000 EA PL -WATER HEATER 7 00 713 00 1510 00 4 50 1510 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R.W PW Engineering Piers Fire Post Holes (Pole Bldgs 417 -4653 PLUMBING Planning Accepted by Under Floor Slab 417 -4750 Rough -In Building Water Line (Meter to Bldg) 417 -4815 Gas Line Back Flow Water FINAL Date AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts FINAL Date MANUFACTURED HOMES. Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T.Forms /Building Division /Building Permit Application Number Application pin number Permit Fee Total Plan Check Total Other Fee Total Grand Total T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 3 09 00000556 Date 8/07/09 632192 1519 50 1519 50 00 00 750 52 750 52 00 00 3737 50 3737 50 00 00 6007 52 6007 52 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Comments FOUNDATION Footings `A_ in -09 --3"(�l. Stemwall 8 13 -CY SL(, Foundation Drainage Downspouts Construction Piers PW Engineering 417 -4831 Post Holes (Pole Bldgs Fire PLUMBING 1'1 i FINAL Date l I' ccepted by J 1. l_ Under Floor Slab Rough -In -13r 1 1 1 Water Line (Meter to Bldg) 8 -2 1 11-(- Gas Line 417 -4815 Back Flow Water 71.- AIR SEAL. 12......7 09 3 Walls Ceiling FRAMING. 12 7 0q ,S(,(„ Q Svb 061x' Flat.l'Ytip31 -q-oot Pe ✓J t x- ot- S kP o nal' ug., 0 O va CJ Joists Girders Under Floor Shear Waff Hold Downs t D _Z6 ct 3 Walls Roof Ceiling Drywall (Interior Braced Panel Only) i 7 21— Oct 1 T -Bar INSULATION I .Z l 0- OR S Slab Wall Floor Ceiling MECHANICAL. -5 �l r 10 Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts FINAL Accepted by Date J MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 417 -4750 I Planning Building 417 -4815 5 -7- IQ 71.- PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T.Forms /Building Division /Building Permit 0 v, 2 OLYMPIC PENINSULA T i t l e .3 7 ("L AI LAM COUNTY t ANDACTION EXCISE TAX D PA JUL 31 Z1 AMOUNT $5e COUACty TREA$R�1W- 2009 1241008 Page 1 of 2 Warranty Deed Olympic Peninsula TltIe Company Ciallam County Washington 07/31/2009 04 14 03 PM 1111 VI 0101,11 .1K ri ICY, 11111 File Nun; er 01093552DS LPB 10 -05 STATUTORY WARRANTY DEED THEGRANTOR(S) HOUSING AUTHORITY OF THE COUNTY OF CLALLAM for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys, and warrants to MONIQUE E SWAIN, A SINGLE WOMAN the following described real estate, situated in the County of CLALLAM State of Washington. LOT 2, PENINSULA VILLAGE, AS PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 6, RECORDS OF CLALLAM COUNTY, WASHINGTON SITUATE IN CLALLAM COUNTY, STATE OF WASHINGTON SUBJECT TO SEE EXHIBIT A" ATTACHED HERETO AND MADE A PART HEREOF Abbreviated Legal. (Required if hill legal not inserted above.) LT 2, PENINSULA VILLAGE V15 P6 Tax Parcel Number(s) 063013 5 7 0 0 2 0 Dated: July 30, 2009 ING AUT •CITY �I 1_• IF CLALLAM PAMELA J TI. xec tiv State of WASHINGTON County of CLALLAM I certify that I know or have satisfactory evidence that PAMELA J. TIETZ (is /are) the person(s) who appeared before me, and said person(s) acknowledged that she signed this instrument, on oath stated that she is authorized to execute the instrument and acknowledge it as the Executige Director of HOUSID?G ':AudJ jii,TTv OF THE CnUNTV OF CLALT to be t free 4tWvoluntary act of such party(ies) for the uses and pti'zppsss m'ntioned in this instrument Dated JV,LY 30 2009 11 1 ss U _s otary nam printed o typed DAWN L SHIDELER otary.P is in and for the State of WASHINGTON Residing at: PORT ANGELES My Appointment Expires 4/9/2011 LLJV I4.1 I VLJV Vf 1 1 CLAW %Pl 1'P VJ r IVI L VI G Vlallal 11 VVUI ILy VIII-% V V LJ PENINSULA TITLE COMPANY /HOUSING AUTHORITY File Number 01093552DS EXHIBIT A LIABILITY FOR ASSESSMENTS AND /OR CHARGES IMPOSED BY PENINSULA VILLAGE LOT OWNER'S ASSOCIATION, WHICH THE GRANTEE HEREIN AGREES TO ASSUME AND PAY ACCORDING TO ITS TERMS AND CONDITIONS ALL COVENANTS CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE RECORDED PLAT OF PENINSULA VILLAGE EASEMENT RECORDED UNDER CLALLAM COUNTY RECORDING NO 239779 EASEMENT DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO 241639 AND US DISTRICT COURT CAUSE NO 8258 COVENANTS, CONDITIONS AND RESTRICTIONS IMPOSED BY DOCUMENT RECORDED ON MARCH 10, 2009, UNDER CLALLAM COUNTY RECORDING NO 2009 1233580, INCLUDING, BUT NOT LIMITED TO, LIABILITY FOR ASSESSMENTS LEVIED BY THE COMMUNITY ASSOCIATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER CLALLAM COUNTY RECORDING NO 2006 1174931 ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES IF ANY DISCLOSED BY SURVEY RECORDED UNDER CLALLAM COUNTY RECORDING NO 2009 1239532 READ ACCEPTED i APPROVED AIN City of Port Angeles Building Division 321 E 5 St. Port Angeles, WA 98362 RESIDENTIAL PLAN REVIEW GUIDELINES buildings located close to property lines R302 PLAN REVIEW Items described here are only a guide to common questions and missed items during plan review and construction All codes must be complied with (Please read and follow each item) SPECIAL NOTE. Check item #59 first to see if engineering will be needed because of lateral design issues. GENERAL 1 Final grading of the property must be done prior to final inspection even if owner is doing required retaining walls Occupancy of the home will not be allowed until there are no slopes steeper than 2 units horizontal to 1 unit vertical or retaining walls are in place or an accepted soils report is submitted to the City If a soils report was required initially all requirements of the soils report must be accomplished prior to final inspection including submittal of all field reports 2. Acrylic stucco products have special requirements Verify such with the manufacturer Requirements may include tongue and groove foam board under finish control joints special backing boards (sometimes OSB is NOT allowed) self- furring or furred -out wire or fabric lath and sometimes installation by a certified installer (certified by the manufacturer) Verify any and all requirements of stucco siding or acrylic stucco products NO INSPECTION OF LATH OR STUCCO IS REQUIRED, BUT WRITTEN CERTIFICATION BY A MANUFACTURER'S CERTIFIED INSTALLER MUST BE LEFT AT THE JOB SITE UNTIL FINAL INSPECTION BY THE CITY 3. Inspection of shear wall nailing roof sheathing to blocking nailing and hold downs must be requested in addition to standard inspections and before such items are covered up Please specify shear nail roof nail or hold -down inspection when you request these they may be done simultaneously if ready 4 This plan is approved for OSB or plywood exterior wall sheathing only unless the approved plans at the time of permit issuance reflect other materials being used Any change to wall sheathing material after permit issuance must be submitted to the city for review prior to installation An additional plan review fee will be assessed 5 'Tyvek' or equal approved weather resistive barrier (15# felt is OK) required on the exterior side of all walls regardless of the type of siding used This includes garage walls gable portion of end walls and cripple walls (at stepped foundation conditions) Apply over exterior sheathing or over studs in single -wall construction T -1 -11 or similar panel siding must have "Tyvek' or equal over the studs. 6 Exterior windows and doors shall be flashed with approved materials and caulking Caulked trim material over the window or door flange is not an acceptable method Overall dimensions of house plan must match site plan dimensions Verify any special requirements for FILE T Building /Handouts;Residential Plan Review Guidelines 4 ev 03- 8 -09) Page 1 o 8 LIFE SAFETY MISC ITEMS 8 Sleeping rooms must have an egress window with 5 7 s f net clear opening 24 min height, 20" min. width 44 maximum from floor to window sill Windows must meet all 4 dimensions R310 1 9 Safety or tempered glass shall be used in windows that are (R308 4) Adjacent to a door (24" arc of either edge of the door in. a closed position) That are closer than 18' to floor (AND individual pane is more than 9 s f top edge more than 36" a.f f and walking surface within 36" horizontally of the window in question) Walls enclosing a tub or shower (AND within 60" of the drain or within 60' of walking surface) R308 4 Adjacent to stairways landings and ramps within 36" horizontally of a walking surface (AND less than 60" a.f f of the walking surface) Adjacent to stairways within 60" of the bottom tread of the stair in any direction (AND less than 60" aff) 10 Under -stair areas that are enclosed and accessible must be sheetrocked 1/2" GWB on walls and underside of the stairway R311 2 2 11 Stairways shall have 10" min tread and 7 3/4" max. rise R311 5 12. Provide 36" high guards (with 4 max. `spacing on rails) at porches balconies and raised floor surfaces more than 30' above adjacent ground or floor R312 1 13 Smoke detectors required at all bedrooms hallway or room adjacent to bedrooms and at any ceilings that are more than 24" above adjacent ceiling All smoke detectors interconnected and hardwired with battery back -up R313 1 14 Garage /house separation wall is 1/2" GWB door must be 20 min rated or 1 3/8" solid -core If living space above use 5/8" GWB Type "X" at the ceiling AND 1/2" GWB at walls that support the floor above Ducts in garage must be 26 -gage sheet steel and have no openings in the garage R309 15 Exterior stairways must have a light located near the top landing of the stairway switched from inside (or have motion activation device) R303 6 16 Minimum room areas must be provided (120 s f min in at least one room 70 s f min all other habitable rooms 7 foot min dimension in all habitable rooms) R304 1 17 Minimum ceiling heights must be provided (7 foot min with some exceptions) R305 1 FOOTINGS, FOUNDATIONS, AND CRAWL SPACES 18 All footings including exterior isolated pad footings must have a 24" (min) depth from the bottom of the footing to finished grade R403 1 4 1. 19 All footings shall be supported on undisturbed natural soils or engineered fill Any placement of fill material that will support a structure will require a geotechnical 'investigation and report submitted to the City prior to placement of footings R401.2 R403 1 20 Lots shall be graded to drain surface water away from foundations The grade shall fall 6' in the first TEN feet around the perimeter of the structure R401 3 21 Top surface of footings shall be level Bottom surface of footings shall not have a slope that exceeds (1) unit vertical in (10) units horizontal Any necessary stepping of the foundation must be approved during plan review or prior to installation of the foundation R403 1 5 T Building /Handouts /Residential Plan Review Guidelines (Re■ 03- 18 -09) Page 2 of 8 22. Wood sill plates of all exterior walls interior bearing walls (slab -on- grade) and interior shear walls (slab -on- grade) must be anchored to foundation or slab with 1 /2 X 10' J -bolts with a 2" X 2' X 3/16' plate washer Anchor bolts to be placed a maximum of 12' and no closer than 3 '/2 from the ends of the sill plate Each piece of sill plate must have a minimum of (2) anchor bolts Anchor bolts shall be spaced no further than 6 feet apart (Special spacing and sizing conditions may apply at alternate braced wall panels) R403 1 6 23 6' clearance required from finish grade to foundation mudsill plate R319 24 3 1/2' (min thickness for all concrete slabs -on -grade R506 1 25 Footing and foundation wall SIZES for two pour system (Foundation walls NOT over 5 feet in height) Footing supporting single story- 12' wide X.6" thick. Foundation wall supporting single story 6' thick Footing supporting two stories- 15" wide X 7" thick. Foundation wall supporting two stories- 8' thick Foundations that support more than two stories require an engineered design 26 Footing and fnd REINFORCEMENT for two pour system fnd walls NOT over 5 feet in height) (Footings supporting single or two stories) One continuous #4 horizontal rebar placed at center of footing with 3 (min clearance from dirt. (Foundation walls not over 5 feet in height) One continuous #4 horizontal rebar placed within the top 12" of the wall #4 vertical rebar placed at 48 inches o c. max (wet set ok) with a 6 -inch 90- degree hook. A minimum of (2) vertical bars to be placed at front garage wall returns 27 Monolithically poured foundation systems Bottom of footing shall be 12' wide (min) and extend to 24" below finished grade minimum Footing shall have either one #5 continuous horizontal rebar placed at center and 8' above bottom of footing or (2) #4 continuous horizontal rebar placed at center and in the middle third of the footing measuring vertically 3 1/2' minimum slab thickness When a monolithic system is used to support heated spaces an. R -10 insulation board must be installed on the outside of the foundation extending from bottom of footing to top of slab Exposed foam insulation above grade must be protected from damage and sun with approved materials The material used must extend a minimum of 12' below grade 28 Basement Walls (up to 9 feet) or Stem Walls (over 5 feet) or STEPPED FOUNDATIONS There are special restrictions for this type of foundation wall under the new code In plan view the length of this type of wall cannot exceed 35 feet. For stepped foundations this wall cannot exceed 7 feet high otherwise the floor joists must connect DIRECTLY to the wall (for bracing the foundation wall) WET- SETTING IS NOT allowed for the alternating hooks into the footing There are special blocking requirements if any of these conditions cannot be met (note on the plans!) See R404 1 29 Under -floor pier pads supporting uniform Toad of wood framed floors shall be 18 "x 18" x 8" (min) Point loads from other than floor girders will require larger footings sized according to the concentrated load R403 1 1 30 Beams and /or girders in crawl space must meet span requirements for the loads imposed (from floor joists and from any point loads) R501 2 T Bui '1.ng /Handouts /Residential Pan Review Guidelines (Rev 03- 18 -09) Page 3 of 8 31 Access shall be provided to all under -floor spaces Access openings through the floor shall be a minimum of 18' x 24 Openings through a perimeter wall shall be a minimum of 16' x 24 R408 3 32. Under -floor spaces shall be ventilated by openings providing one (1) square foot of vent area per 150 square feet of crawl space area One such ventilating opening shall be within 3 feet of each corner of the building R408 2 33 A ground cover of 6 mil black polyethylene or approved equal shall be laid over the ground within crawl spaces The ground cover shall be overlapped 12" and extend to the foundation wall WSEC 502.1 6 7 34 The under -floor grade shall be cleaned of all vegetation and organic material All wood forms and construction debris shall be removed prior to final inspection R408 35 Thickened -slab footings must be 12" min total depth (top of conc. slab to bottom of footing 12" total) (Revised from IRC) 36 Foundation cripple walls shall be framed of studs not less in size than the studding above Cripple walls with a height less than 14 inches shall be sheathed on one side with a wood structural sheathing or shall be of solid blocking Cripple walls count as an additional "story" for lateral purposes R602.9 FLOOR FRAMING 37 18" (min) clearance .beneath all floor joists and 12' (min) clearance beneath floor girders (beams) in crawl spaces R308 38. Span of all joists (including 2 level joists) must meet minimum live load of 40 psf (general living areas) or 30 psf (sleeping rooms) together with dead load of materials used R301 5 and Table R301 5 39 Span of beams for 2 level or other supporting elements must meet minimum live and dead load requirements R301 5 40 Wood posts in the crawl space shall have a connection to the concrete pier and a moisture barrier between the post and footing (or use pressure- treated posts) R319 R407 41 Solid -sawn floor joists shall be blocked at all bearing points Engineered floor joists shall be installed per manufacturer's specifications R502 7 42. Cutting drilling and notching of floor joists shall not exceed the limitations in Figure R502 8 43. Cutting drilling and notching of engineered I- joists shall be in accordance with the manufacturer's specifications R502.8 2 44 All concentrated point loads originating from roof or floor load shall be transferred to bearing footings or foundation walls Continuous support shall be provided by members that are equal in cross sectional area to the area of the load imposed and shall not be reduced in size at any point. 45 Wood members supported in concrete or masonry pockets shall have a 1 /2 inch air space provided at tops sides and ends of the member 46 All foundation plates sills and sleepers bearing on a concrete foundation or slab that is in direct contact with the ground shall be pressure treated All wood framing members that rest on concrete foundations and are within 8" of exposed ground shall be pressure treated R319 T Bwiding /Handouts /Residential Plan Reviev Guidelines (Rev 03 -18 -09) Page 4of 47 Sawn lumber floor joists shall have 1 (min) bearing and shall lap 3 min at intermediate girders Engineered I- joists shall have 1 3/4 (min) bearing (or per manufacturer's specifications) 48. Floor joists that are parallel to bearing partitions shall be doubled Some heavier load cases will require girder beams or pony walls Bearing partitions perpendicular to floor joists shall not be offset from the supporting girder more than the depth of the joists unless the floor joists are of sufficient size to carry the load R502 4 49 Floor cantilever spans shall not exceed the depth of the nominal floor joists Floor cantilevers constructed in accordance with Table R502 3 3 (1) shall .be permitted when supporting a Tight framed bearing wall and roof only R502 3 3 50 Block in between floor joists beneath all interior braced walls (for walls perpendicular to joists) or.align floor joist with interior braced wall (see item #63 -T) WALL FRAMING 51 Wall studs taller than 10 feet shall have a stud height analysis by a professional engineer or architect. Table R602 3 5 52. Non -load bearing stud heights shall be in accordance with Table R602 3 (5) 53 Studs shall be a minimum #3 grade standard grade or stud grade lumber R602 2 54 Where joists trusses or rafters are spaced more than 16" o c and the bearing studs below are spaced at 24" o c such members shall bear within 5" of the studs below unless the top plates are double 2x6 or a third plate is added R602 3 3 55. Headers over windows and doors must meet minimum requirements for spans and imposed loads verify point loads over openings (from trusses or other conditions) and size headers accordingly Headers must be noted with size type and grade of lumber being used GENERAL NOTE STATING ALL HEADERS SHALL BE is acceptable 56. Interior bearing walls must have headers over openings and must be supported to a foundation 57 Top plate splices shall be offset a minimum of 24 inches R602 3 2 58 Fire blocking required at dropped ceilings soffits coved ceiling areas and every ten feet horizontally and vertically at framed walls R602 8 59 Port Angeles is in Seismic Zone D1 Wind zone of 100 MPH Category C (within 1500 ft from shore line is Category D) per the 2006 IRC When a house is considered IRREGULAR by any ONE the definitions below the code will NOT allow prescriptive bracing for Seismic Zone C and the entire house must have a lateral analysis and design by a licensed engineer (R301 2 2 2.2) Per that section of the code NO MIXING OF PRESCRIPTIVE AND ENGINEERED LATERAL SYSTEMS IS ALLOWED UNDER THIS NEW 2006 IRC. The following are items that constitute an IRREGULAR BUILDING per the 2006 IRC A. Exterior braced wall lines must be in one plane vertically from foundation to the uppermost story (basically the upper floor must match the lower floor footprint) The most common area where problems like this occur is in a garage with a second floor over it To qualify for prescriptive bracing the second floor joists must extend to the exterior walls of the garage If this does NOT occur then your proposed house is IRREGULAR If the joists do extend to the exterior walls of the garage then the setback of the second floor walls cannot be more than four (4) feet setback from the garage walls T Building /Handouts /Residentia! Plan Review Guidelines (Rev 03 -1 f; -09) Page 5 of 8 (see p 44 of the 2006 IRC) Rooms created by roof trusses are OK under this provision (such as bonus rooms over garages formed by the trusses /rafters) B The perimeter of all floor diaphragms and all roof diaphragms must be supported on WALLS below If you have beams holding up any part of the perimeter of a floor or a roof then your proposed, house is IRREGULAR The most common place you will find this problem is at large covered porches and patios where the roof is supported only by post and beams Such covered ,porches and patios also make the building IRREGULAR Related to this are areas of discontinuous diaphragms especially changes in plate line heights which also are considered as separate 'roofs and therefore make the building IRREGULAR C In any elevation of the exterior the braced walls from an upper level wall must NOT occur over a window or door In general this means that the windows of the upper story must align with the windows of the lower story There are some exceptions based on up- sizing the header in the window below (see 2006 IRC p 44 for details) D When an opening in a floor or roof (such as a balcony overlook area or a courtyard area) exceeds the lesser of 12 feet or 50% of the least dimension then your proposed house is IRREGULAR. E. When portions of a floor level are vertically offset (such as a sunken room) then your proposed house is IRREGULAR This does not apply to a slab -on -grade floor F When .braced wall lines do not occur in two perpendicular directions (such as portions of the house or garage at an angle to the rest of the building) then your proposed house is IRREGULAR G If you have any portion of the above -grade walls that use masonry or concrete construction then your proposed house is IRREGULAR. Stepped foundations that create a daylight basement situation are OK under this provision and do not make an irregular structure 60 THIS APPLIES TO ALL LATERAL BRACING (ITEMS 61 THRU 65). Add up all lengths of braced panels (4 foot braced panels 2' -8' alt. braced panels and 24 or 16' portal frames COUNT as 48' of length each portal frame counts as a total of 48' of bracing length —not 2 times 48 along the wall in question The total length of braced walls must be at least 16% of the entire wall length AND the panels must occur at least every 25 feet along the wall For 1 story of 2 -story house 30% of the entire wall length must be braced walls Check this for all braced wall lines including INTERIOR WALLS and including the front wall of a garage if it is not part of another braced wall line (i e the garage sticks out in front of the house more than 4 feet) See also #65 T below for areas where MORE than 35 feet between wall lines is needed 61 Garage lateral bracing systems with no 2 floor above H Portal Frame for Garages (16' side panels '8 foot max. high. walls 20' side panels 10 foot max. high walls) Alternate Braced Walls— single -story condition (2' -8' min width X 10 foot max height) sheathed on one side (interior or exterior OK) with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices furthest studs (1800 pound capacity hold- downs) J Alternate Braced Walls —first floor of two -story condition (2' -8" min width X 10 foot max height) sheathed on BOTH interior and exterior sides of wall with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold down devices furthest studs (3000 pound capacity hold- downs) There are some provisions for plate lines up to 12 feet high see Table R602 10 6 (basically a wider wall 3 -6' min length for 12 feet high) K. Front Garage Panels —no hold -downs required L. The exterior braced wall lines in a detached or attached garage cannot be more than 35 feet apart in either direction or interior braced walls must be provided 62. 1 Floor Conditions Four (4) foot solid walls at all corners and at every 25 feet along any braced wall line OR use one of the methods below M Portal Frame for a House (slab -on -grade floors ONLY) 16" min width for one -story structures 24" min width for first floor of 2 -story T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 6 of 8 1 N Alternate Braced Walls single -story condition (2' -8' min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices furthest studs (1800 pound capacity hold- downs) 0 Alternate Braced Walls —first floor of two -story condition (2' -8' min width X 10 foot max height) sheathed on BOTH interior and exterior sides .of wall with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold down devices furthest studs (3000 pound capacity hold- downs) There are. some provisions for plate lines up to 12 feet high see Table R602.10 6 (basically a wider wall 3 -6' min length for 12 feet high) P Simpson Brand StrongWalls —this method is still available following all the .manufacturer's specifications for connections Q. Entire House Sheathed with OSB or Plywood —this method allows smaller side panels than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 63. 1 Floor Conditions Braced wall (any of the methods listed above) must start at no more than 12 5 feet away from the corner of the braced wall lines and then at every 25 feet (min along the wall line 64 2 Floor Conditions Braced walls (either of the methods listed below) must be within 12:5 feet of the corner of the wall line in question R. Standard four (4) foot panels on 2 levels can start at no more than 12.5 feet away from the corner S Entire. House Sheathed with OSB or Plywood —this method allows smaller side panels than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 65 Exterior braced wall lines (or together with some interior wall lines) cannot be more than 35 feet apart. T Certain areas can be up to 50 feet apart between wall lines IF there is additional bracing along the exterior wall in question (50/35 1 43 more bracing than normally required or in other words 23% of the total wall in bracing for 1 -story wall 43% of the total wall in bracing for 1 story of a 2 -story house) R602.10 1 1 Exception 1 and 2 U Interior Braced Walls can be used when exterior walls are more than 25 feet apart. Interior Braced Walls are minimum 1/2" GWB both sides of wall for a minimum length of 48" use 5d nails or screws at 7" o c Sole plate of wall must be attached to thickened slab footing (see. item #22 above) with 1/2" anchor bolt 6' -0' o c. or solid blocking (walls perpendicular to joists) or LINE UP JOIST with braced wall (walls parallel to joists) 66 The roof sheathing MUST nail into SOLID blocking and the block must connect to the double top plate either with clips or toe nailed (for blocks that are top beveled) with 8d 6' o c For ventilation use not more than two (2) 2' diameter holes BLOCKING MUST OCCUR AROUND ENTIRE PERIMETER OF ALL ROOFS Table R602 3 (1) This applies to all houses both engineered AND prescriptive bracing ROOF ATTIC 67 Truss drawings must show reactions of all girder trusses point loads onto headers must have headers sized accordingly point loads over 5000 Ibs onto double -top plates must be checked for bearing capacity Use "Simpson brand TBE4 or TBE6 as needed to spread the load 68 Truss bottom chord live load must be minimum of 10PSF (see Table R301 5) Trusses must be sized for the roof coverings specified on the plans (concrete tile etc) and roof structure must be able to hold up the roof (beams headers etc sized for roof loads) R802 10 2 69 Ice Shield is required for roofs up to 6 12 (6 12 and over DO NOT require ice shield) R905 2 7 1 T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 7 of 8 70 Attic ventilation must be provided at 1/150 of the attic area or 1/300 of the attic area if 50% of the venting can be 3. feet above the eave venting (roof jack vents are 49 sq in. /vent, ridge vents at 12 sq in. /foot) R806 1 71 Attic mechanical equipment, need light and switch near opening and electric outlet. Access opening to, such mechanical equipment must be no further than 20 feet from equipment with 22" wide (min) walkway from access opening to the equipment. 72. Attic access required 22' X 30" min and shall be in hallway or other readily accessible location. R807 1 MECHANICAL. 73 Appliances located in a garage or carport shall be protected from damage from vehicles M1307 3 1 74 Gas appliances located in a garage shall be raised 18" min above finish floor G2408 2.(305 3) 75. Ductwork that extends below grade (such as in the garage floor) shall be encased in 2" min concrete on all sides and bottom in addition•to the R -1 insulation foam board 603 8 IMC 76 Dryer exhaust ducts shall not exceed 25 feet in length The maximum length of the duct shall be reduced 2 5 feet for each 45- degree bend and 5 feet for each 90- degree bend Longer lengths in accordance with the manufacturer's listing will be allowed Screws shall not be used to connect any dryer duct materials M1501 3 77 Flex duct connections to sheet metal transition ducts shall have the inner sleeve taped with approved materials prior to securing the flex duct with a zip tie or similar fastener 304 IMC 78. Flex duct shall be supported every 4 feet and have no sag that exceeds'/ per foot 79 All exhaust fan ducts shall be connected to the fan housing and termination fittings with a minimum of 3 sheet metal screws and be sealed with approved tape or mastic. 80 Exhaust fans required 50 cfm in bathrooms 100 cfm in kitchen 50 cfm min in laundry room and one fan sized for whole -house ventilation 302 2.2 WSVIAQ 81 Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom 82. Water heaters must be secured to structure with straps around tank at 1/3 points to resist lateral displacement. M1307 2 PLUMBING 83 Cleanouts shall be installed on all sinks and at the upper end of all building drains including any horizontal drain branches greater than 5 feet in length from the main line A cleanout shall also be installed on the exterior of the house within 24 inches of the foundation wall level with final grade and shall: have a threaded type cap installed 84 30' min width for toilet and 24 clear space in front of toilet (UPC) 85 Water heaters pressure relief and the required drain pan shall have a drain that is 3 /4 ID copper or cpvc material NO coil material shall be allowed per code and no reduction in the pipe shall reduce the ID of the material Tess than Pex type is a coil material and is not allowed for this application T Building /HandcL is /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 8 of 8 Applicant r U5 C JLI 1 Property Owner /moo i l q L S (../Al Property Owner's Address Mo E. r?ir). OLvr, Contractor c2L-c/n/ D Contractor's Address License PROJECT ADDRESS Floor Areas Basement 1St Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Max. height of proposed structures /G Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? T Forms /Building Division /Brdg Permit.doc BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 /0/7 V /i44-c- PL #c c Parcel Number O(3©/ 3 n Project Type It Brief Description. Chek� all that apply 4Jew Construction cYResidential Multi family Commercial Industrial Covos7 /JC or q S /n/ Gl F 57 4' &Ogl D x- ffar►i i. w/ /9- T14e.lto ayeta GXYZ.B -G- Addition Remodel Repair Demolition Re -roof riouse arage other tear off re -roof lay over one layer Heat System Heat pump wood burning stove gas fireplace pellet stove other Other Existing (sq. ft.) Proposed (sq. ft.) ft. No 37o Expires Occupancy group Occupant load Construction type 30 /z hone Phone P A Phone E -mail For City Usp Only Date Received W _I Permit Date Approved ooK !9 A-J4 31 A- Lot Zoning pa D per sq ft. P $3 :2 of bedrooms of full baths of half baths 4'77 r=' /1 TOTAL VALUATION 23 357 Total footprint of structures /7 Ito sq ft. T Lot size S7 3 8 sq ft. Lot coverage Al Site Coverage the amount of impervious surface on a parcel including structures, paved driveways sidewalks, patios and other impervious surfaces (see PAMC 17 94 135 for exemptions) Site coverage .3 y I have read and completed this application and know it to be true and correct I am authorized to apply or this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date 10 14 09 Print Name 15 20C£ a- Cc. PPS/ Signature 7C/ y z CITY GOVERNMENT Site Information. Lot. PRESCRIPTIVE APPROACH SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Address /0(7 U(LL/ L pL/4c City P°A( State IAA Zip 9' 3 G 2-- Contact: go c-r4 eisrEA./ //3o/eE_ /ireeo Phone '(7 2' /a- yi 3 Phone 2 /.2 007 7 FAX. Building Department Use Only- Permit 55( Notes Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) IV Unlimited Group R -3 and R-4 Occupancies Only brain. rVe 0 35 0 58 0.20 R 38 R 30 R 21 R -21 R -10 R 30 R -10 This Project complies with the following: The project is a single family residence or duplex. The project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed above The project will meet all other provisions of the WSEC and VIAQ The Project will take advantage of the following exceptions to the prescriptive option. 602.6 Exception 2. One unlabeled or untested exterior swinging door, 24 sq.ft. or less, may be installed per unit for ornamental, security or architectural purposes. Location of the door taking this exception. 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U factor listed above Location of the door(s) taking exception. 7)/ amheck dn/ 1ii/1::› Type of Heat Source. �2��p1,�_ 0 57-46,-5 T.Forms /Building Division /Prescriptive Approach Simple Form 1-a 'r4-1_ 1 ob 1 8 17i T1r f FNS �I o� 7-6 1 1/ 1210 1 iS r Please complete and return to Public Works Utilities Department MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 -47" Information form ids �r�y/+�'K;� IGHl JC,R1a�_ ii;dntr rr •rr. Electrical Information Form Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 WS WF 1 0S pp scan n orma ion Permanent service: Name and address of party responsible for permanent service billing? Name ,Y/oAi q 0 S -VA /iii Street: /0 0 (//LL/ 4g_ e l at,g-e.f_. City State ZIP. Polar n,J, act w4- 9836 2 Daytime Phone. Home Phone Contact Information (if other than above) 5/NCE PiCe6ef Name Jlj Eie. 1=ETsA/ Title C©4S1* 50( 9 1/21// Soft Site contact: Daytime Phone 70.- 0 07 9 y (,2 y 3 Contractor Name 1/4-C► Company Daytime Phone. 1 /,.0 76 31 Electrician. Name eLyiryp /e [,f,(,tj' j,✓C Company Daytime Phone 3(/O rai$7 Excavator Name Company Daytime Phone Project Type Existing Et ew C Single- family residence Commercial Overhead service (nderground service ❑Multi-family residence of units ❑Subdivision of Tots ❑General service ❑Other Project Information Description of work: /31/ 59 t 5 f,1k -a ritm /s1-( l 2S r DI /o E_ Street address lot number JO /7 V/1- pj 1-eYT *fr- Nearest cross street: /n/ V 8 cL6- Ai), Desired connection date. Electrical transformer serving property is. on a polen the ground Electrical Load o f sq ft. Main disconnect size -2-00 amps Total square footage. ,l7 Volta a 20/240 1ph ❑120/208 3ph ❑277/480 3ph g ❑120/240 3ph 0480 3W 3ph Other Standard residential Check all that apply A/C ton) a Clothes Dryer No Load Change irWater Heater Supporting Documentation loads (Lighting refrigerator dishwasher washer) Lange /Oven Hot Tub .Heating Pumps Hp) Elevator Hp) Other Please provide a copy of the following for subdivisions) panel and location. *Detailed plot plan (dwg or dxf format mandatory *Electrical one -line drawing showing the service entrance *Connected load data. *Size and locked rotor amps of all motors over 50hp Applicant's Signature Date Please complete and return to Public Works Utilities Department MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 -47" Information form ids �r�y/+�'K;� IGHl JC,R1a�_ ii;dntr rr •rr. Electrical Information Form Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 WS WF 1 0S 351 3l U' 319' 1011 AI L t s, 9 1- c o -3© 13 5100 f .)L k1( Lar LET' r=S1 x 3 =1 S i• 0 1--145 90 glt l eAre- 15o Floor Girder 3 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ- Beam 6.30 Serial Number: 7004012143 User:2 1/16/2009 7:36:08 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page.1 Engine Version: 6.30.14 by Weyerha PROJECT INFORMATION: Hemlock 1234 Peninsula Village Copyright 2007 by iLevel®, Federal Way WA. CONTROLS FOR THE APPLICATION AND LOADS LISTED b 7• LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 11 Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1.50' 1540 /489/0/2029 By Others None 2 Stud wall 3.50' 1.50' 1540/489/0 /2029 By Others None Product Diagram is Conceptual. DESIGN CONTROLS. Maximum Design Control Result Location Shear (lbs) 1932 1413 3885 Passed (36 Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 3221 3221 4367 Passed (74 MID Span 1 under Floor loading Live Load Defl (in) 0.053 0.222 Passed (U999 MID Span 1 under Floor loading Total Load Defl (in) 0.070 0.333 Passed (U999 MID Span 1 under Floor loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 7' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevet® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 -5615 draftingsolutions@olypen.com C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \Hemlock 1234 floor girder sms by Weyerha TJ -Beam® 6.30 Serial Number. 7004012143 User2 1/16/20097 41.36 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paged Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof Slope0M2 All dimensions are horizontal. SUPPORTS: PROJECT INFORMATION: Hemlock 1234 A Peninsula Village Copyright 0 2007 by iLevel Federal Way WA. TJ -Beam® is a registered trademark of iLevel Garage Door Header 3 1/8" x 10 1/2" Glulam (24F V4 DF) 1 9' 9' LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 8' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17 0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1 15) 1633 1108 5' Uniform(plf) Snow(1 15) 59.0 39.0 0 To 5' Adds To Uniform(plf) Snow(1 15) 409 0 278.0 5' To 9' 9' Adds To Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1.99' 1554 1090 0 2644 By Others None 2 Stud wall 3.50' 3.16' 2479 1722 0 4201 By Others None El Product Diagram is Conceptual. DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -4080 3357 6038 Passed (56 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 11108 11108 13207 Passed (84 MID Span 1 under Snow loading Live Load Defl (in) 0.170 0.314 Passed (U665) MID Span 1 under Snow loading Total Load Defl (in) 0.288 0.471 Passed (L/393) MID Span 1 under Snow loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 9' 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an ilevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. The analysis presented is appropriate for Glulam beams. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 -5615 draftingsolutions@olypen.com C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08-034\garage door hip Hdr sms 4 Member Slope: 0112 Roof SlopeOM2 All dimensions are horizontal. PROJECT INFORMATION: Hemlock 1234 Peninsula Village Copyright O 2007 by iLevel Federal Way WA. LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 16' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17.0 Dead Typical Headers by Weyerha 3 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ -Beam® 6.30 Serial Number. 7004012143 User 2 1/16/20097:36:21 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 4 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1.52' 1327 933 0 2260 By Others None 2 Stud wall 3.50' 1.52' 1327 933 0 2260 By Others None Product Diagram is Conceptual. DESIGN CONTROLS. Maximum Design Control Result Location Shear (lbs) 2144 1405 5434 Passed (26 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 3305 3305 6806 Passed (49 MID Span 1 under Snow loading Live Load Defl (in) 0.020 0.206 Passed (U999 MID Span 1 under Snow loading Total Load Defl (in) 0.034 0.308 Passed (11999 MID Span 1 under Snow loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial Toads are not considered in this analysis. ADDITIONAL NOTES. IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 -5615 draftingsolutions ©olypen.com C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \Hemlock Hdr sms Floor Girder PY>,ha 3 1/2" x 9 1/4" 1 6E Solid Sawn Douglas Fir #2 TJ -Beam® 6.30 Serial Number 7004012143 User 1/16/20097:36 :08AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page-1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED PROJECT INFORMATION: Hemlock 1234 Peninsula Village 1 b 7' El LOADS. Analysis is for a Drop Beam Member Tributary Load Width: 11 Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead SUPPORTS. Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1.50' 1540/489 /0/2029 By Others None 2 Stud wall 3.50' 1 50' 1540/489/0 /2029 By Others None Product Diagram is Conceptual. DESIGN CONTROLS. Maximum Design Control Result Location Shear (lbs) 1932 1413 3885 Passed (36 Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 3221 3221 4367 Passed (74 MID Span 1 under Floor loading Live Load Defl (in) 0.053 0.222 Passed (U999 MID Span 1 under Floor loading Total Load Defl (in) 0.070 0.333 Passed (L/999 MID Span 1 under Floor loading Deflection Criteria: STANDARD(LL.U360,TL.U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 7' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES. IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions @olypen.com Copyright 2007 by iLevel®, Federal Way WA. C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \Hemlock 1234 floor girder sms Typical Headers 3 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ- Beam 6.30 Serial Number 7004012143 by Woyerha User '2 1/16/20097:38:21 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page -1 Engine Version: 6.30.14 Member Slope: OM2 Roof Slope0t12 All dimensions are horizontal. LOADS. Analysis is for a Drop Beam Member Tributary Load Width: 16' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17.0 Dead SUPPORTS. Input Bearing Width Length 1 Stud wall 3.50' 1.52' 2 Stud wall 3.50' 1.52' DESIGN CONTROLS. Maximum 2144 3305 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Hemlock 1234 Peninsula Village CONTROLS FOR THE APPLICATION AND LOADS LISTED Vertical Reactions (Ibs) Live /Dead /Uplift/Total 1327 /933/0 2260 1327 /933/0/2260 Design Control 1405 5434 3305 6806 0.020 0.206 0.034 0.308 Result Passed (26 Passed (49 Passed (U999 Passed (L/999 Detail Other By Others None By Others None El Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Deflection Criteria. STANDARD(LL:U360,TL.U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES. IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION. Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions@olypen.com Copyright 0 2007 by iLevel®, Federal Way WA. C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \Hemlock Hdr sms Product Diagram is Conceptual. TJ -Beam® 6.30 Serial Number 7004012143 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED User 2 1/16/2009 7'41:36 AM Member Slope: 012 Roof Slope012 All dimensions are horizontal. SUPPORTS. PROJECT INFORMATION. Hemlock 1234 A Peninsula Village Copyright 0 2007 by iLevel®, Federal Way WA. TJ Beam® is a registered trademark of iLevel®. Garage Door Header 3 1/8" x 10 1/2" Glulam (24F V4 DF) a d 9' 9' LOADS. Analysis is for a Drop Beam Member Tributary Load Width: 8' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17 0 Dead Vertical Loads. Type Class Live Dead Location Application Comment Point(lbs) Snow(1 15) 1633 1108 5' Uniform(plf) Snow(1 15) 59 0 39.0 0 To 5' Adds To Uniform(plf) Snow(1 15) 409.0 278.0 5' To 9' 9' Adds To Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1 99' 1554 1090 0 2644 By Others None 2 Stud wall 3.50' 3.16' 2479 1722 0 4201 By Others None El Product Diagram is Conceptual. DESIGN CONTROLS. Maximum Design Control Result Location Shear (lbs) -4080 3357 6038 Passed (56 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 11108 11108 13207 Passed (84 MID Span 1 under Snow loading Live Load Defl (in) 0 170 0.314 Passed (U665) MID Span 1 under Snow loading Total Load Defl (in) 0.288 0.471 Passed (11393) MID Span 1 under Snow loading Deflection Criteria. STANDARD(LL:U360,TL:U240). Bracing(Lu). All compression edges (top and bottom) must be braced at 9' 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. The analysis presented is appropriate for Glulam beams. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions@olypen.com C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \ga age door hip Hdr sms Request for Billing Please send an invoice in the amount of $_15723.28__ to Actual Labor Costs Actual Material Costs Actual Vehicle Costs Misc. Costs 15723.28 Billing Fee Sales Tax Total _15723.28 Authorizing Signature: Accounting Codes. _403 7435 343 5025 G• \GROUP\ACCT\MR Receivables\Request for Billing.wpd cIPY Name HOUSING AUTHORITY OF CLALLAM COUNTY Address. _2603 SOUTH FRANCIS STREET PORT ANGELES, WA 98362 6710 To. Janessa Hurd, Accounting Tech. General Misc Transfer Station From. _Roger Vess Leasehold Excise Tax Light Department Date: 7 14 -2009 Medic I Transport Police Department Parks Department Parking/Bus. Improvement Area PenCom Dispatch Services ALPubhc Works Department Engineering This invoice is for _Upper Golf Course Road Sanitary Sewer Connection Charges, per Ordinance 3360, for Lots 1 2, 3, 5 6, 8, 28, 29 3 days interest included 8' Chapter 13.72 UPPER GOLF COURSE ROAD SANITARY SEWER C0_41' i' JECT?O? ;HAT �.1L Sections. 13 72 010 Upper Golf Course Road Sewer-Connection Charge s'ablished 13 72 030 Upper Golf Course Road Sewer Connection Charge mount. 1372 050 Addition to Other Charges 13 72 070 Upper Golf Course Road Sewer Connection Charge When Collected. 13 72 090 Upper. Golf Course Road Sewer Connection Charge Interest 13 72 110 Notice. r 1 i)0 13.72.010 Upper Golf Course Road Sewer Connection Charge Established. There is hereby established a charge for connection to the Upper Golf Course Road sanitary sewer, which will be charged for all new sewer service connections to the sanitary sewer facilities constructed by the City for ULID 215 The Upper Golf Course Road sewer connection charge shall appi y to all properties outside ULD 215 and.to sewer service connections for all service connections for properties within ULID 215, for which equivalent service connections were not assessed pursuant to ULID 215 (Ord. 3038 §1 11/26/1999) 13.72.030 Upper Golf Course Road Sewer Connection Charge Amount. The Upper Golf Course Road sewer connection charge shall be $1,964.20 per connection. (Ord. 3360 3/13/2009, Ord. 3038 §2, 11/26/1999) 13.72:050 Addition to Other Charges. The Upper Golf Course Road sewer connection charge imposed pursuant to this Chapter shall be in addition to the connection charge for the actual cost of connecting to the City sewer system, the tapping fee, the secondary sewer assessment, and to all other charges imposed by ordinance. (Ord. 3038 §3, 11/26/1999) 13.72.070 Upper .Golf Course Road Sewer Connection Charge When Collected. The Upper Golf Course Road sewer connection charge shall be paid upon application for a sewer permit unless otherwise agreed upon between the property owner and the City Conneci on to the ,ystena shall not be made until the Upper Golf Course Road sewer connection charge, s tandar c connectio charges, tapping fee, secondary sewer assessment, and any other charges imposed by ordinal: cc ha been paid. (Ord. 3038 §4, 11/26/1999) 13.72.090 Upper Golf Course Road Sewer Connection Charge Interest. Pursuart r.�rCtn 35 92 025, a charge for interest shall be added to the Upper Golf Course Road sewer ;onfectioi• Lharge. When a connection is made to a lot that was in existence on Noverinber 26, 1 999, and has not been subdivided since that date, such interest shall be from the date of final fcimation of U M 215 until payment of the Upper Golf Course Road sewer connection charge, not to exceed pen, (1 0) years When a connection is made to .a lot that was created by subdivision after November 26, 1 999, such interest shall be from the effective date of this ordinance; provided however, that 'no interest shall be charged for connection fees paid within 120 days after the effective date of this ordinance The interest charged shall be calculated at a rate commensurate with the rate of interest applicable to the City at the time of construction of the sewer facilities, not to exceed ten (10) percent per vea.r, provided that the aggregate amount of interest shall not exceed the amount of the Upper Golf Coarse .Rowe eewer connection charge unless authorized by amendment of applicable state law (Orc. 336k. 3 i_i 't 0 Q Old 1 038 §5, 11/26/1999) 1 3 1 1 7 1(5/26/2009) Linda Pangrle You can stop reviewing plans for two new homes Page 1 From Linda Pangrle To Roger Vess, Sue Roberds Date: 5/26/2009 2 27 PM Subject: You can stop reviewing plans for two, new homes Hi you two, Bruce, from the Housing Authority phoned me and said to stop reviewing the plans for these two homes: #09 -455 1017 Village Place (item #7 on the 05 -18 -09 routing) #09 -449 1002 Village Place (item #4 on the 05 -18 -09 routing) He said they will be withdrawing these plans and will be submitting new four bedroom plans to be built at these addresses. Thanks, Linda BUILDING PERMIT APPLICATION Print in ink For City Use Only Date Received 5-14-01 Permit Date Approved CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant 0V506- ti r,4c t7 of ovrv7 of C/ Property Owner m I qu S4/A-j I/ Property Owner's Address •/o LAW i D5i9✓ AAiV P. p j9 i,✓q 2(c3C2 Contractor o ct1 nl 7/S JL p Phone Contractor's Address A. 4/4 Y r3 c 2 License Expires E -mail PROJECT ADDRESS Parcel Number Floor Areas Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other was Hemlock /d/ 7 Vl1-L/W -t P tAe a /e/: �w4. Lot 2 06 3oj 3 ,5 200 a O u-f idential Multi- family Project Type Brief Description. Ch5e kc all that apply m'New Construction CoA6-r 2i>c 0, O f °Als _5/ids-AL sr ,a- IV -iJ Commercial Industrial Addition R L51DFniC -rt rfrf 5/462F eAce r4-rT4cHea_ Remodel Repair Demolition Re -roof Heat System r•+louse Garage other tear off re -roof lay over one layer Heat pump wood burning stove gas fireplace pellet stove other Other Existing (sq. ft.) Proposed (sq. ft.) per sq ft. 4.23 37 7G Total footprint of structures 4 7 0 sq ft. Lot size 5-73 Site Coverage the amount of impervious surface on a parcel including structures and other impervious surfaces. (see PAMC 17 94 135 for exemptions) Max. height of proposed structures 6 ft. Occupancy group Will a lawn sprinkler system be installed? No Occupant load Will a fire sprinkler system be installed? Y£..5 Construction type 0 12 P Phon TOTAL VALUATION sq ft. Lot coverage 3o paved driveways sidewalks patios Site coverage 3y of bedrooms of full baths of half baths I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects Date 5 T Forms /Building Division /Bldg Permit.doc Prnt Name 13 ue. `Z Mc C'oir Signature Iz34A wi(1 te e 3 2 4Kb Zoning 1 b I`w /6y 7 0 9/.2 3 0 truce 0 0 4 0 0 0 1 7 8 O f 315 z =10 a •44s IAA ss A �3Ce2 if�II tJIA ap 30 L LI�T r J� 3= 1 70 1 2si �o Option. Glazing Area -of Floor GlaiingU= Factor Door U- factor Ceiling g Vaulted Ceiling• 'Wall. Above Grade Wall' Interiorr `Below Grad Grade Wall' Exterior Below G' de Grade Floor 'Slab Concrete Vertical Overhead IV Unlimited Group R 3 andR -4 Occupancies Only 035 058 0.20 R38 R30 R21 R21 R10 R30 R10 CiTY Ci{?VERNMENT PRESCRIPTIVE APPROACH SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information. Lot. l� nJsC)lkl Address /0/ 7 1// City e02 1g= es State tr. Zip 3e 2 Contact: /3 /Zk-'CL /i/C //.c PVT"' Phone V? /)-y 3 Phone 2 7/ 2_ ®c 7 r FAX 700 Building Department Use Only Permit Notes 09 913 Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) This Project complies with the following: The project is a single- family residence or duplex. I The project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed above The project will meet all other provisions of the WSEC and VIAQ The Project will take advantage of the following exceptions to the prescriptive option. 602.6 Exception 2. One unlabeled or untested exterior swinging door 24 sq ft. or less, may be installed per unit for ornamental, security or architectural purposes. Location of the door taking this exception 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U factor listed above Location of the door(s) taking exception l Type of Heat Source. !2& D /41a t/-Ec L 41-i- /rs,¢- 7-t(ac g To�L/L T Forms /Building Div /Prescriptive Approach Simple Form Applicant Information Permanent service. Name. mON/ Q(l S &/,/,1/ Name and address of party Street: 7 1/ -4.6 -t C responsible for permanent City State ZIP /6 J A:5-16 2 service billing? Daytime Phone Home Phone Contact Information (if other th nn a ove) r£ T Site contact: Name O,2vc 6 f 7CcaPt Title Go./s7 s)r S re Daytime Phone 4 /77- /2 Y3 P/. 00 7? Contractor Name //1 Company Daytime Phone 1 ;-7‘ 3 Electrician Name oLysi4L' 41ire,,16 /4/C Company Daytime Phone 3 Go 7 2 D/ 5'7 Excavator Name Company Daytime Phone Project'Type Existing Iiiiii1�w IM Single family residence ❑Multi-family residence of units Commercial Subdivision of lots Overhead service •eneral service Underground service ❑Other Project Information Description of work: /C.7 S4'. Fr. S' F/4 1r P C /Dfs✓C E. Street address lot number /o/7 VII-Z-4. jam_ S D Nearest cross street: Lln/j /3426- Wolff) Desired connection date Electrical transformer serving property is on a pole on the ground Electrical Load Total square footage /Z' sq ft. Main disconnect size 2 amps Voltage i ff /240 1ph 120/208 3ph ❑277/480 3ph ❑12Q/240 3ph 0480 3W 3ph Other Standard residential loads (Lighting refrigerator dishwasher washer) Check all that apply A/c ton) Lnge /Oven Hot Tub Clothes Dryer Heating Pumps Hp) No Load Change ❑'V ater Heater Elevator Hp) Other Supporting Documentation Please provide a copy of the following *Detailed plot plan (dwg or dxf format mandatory for subdivisions) *Electrical one -line drawing showing the service entrance panel and location *Connected load data. Size and locked rotor amps of all motors o�ver Applicant's Signature /4 Date .0 PC) L r1 Yf)NA' aA� Please complete and return to Public Works Utilities Department Information form.xis JK9'.! R\4Origiral •Infrrr Electrical Information Form Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 4711 WS F.evibed 15-05