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Home My WebLink About1120 Walker St - BuildingPREPARED 3/26/10 8 38 46 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/26/10 ADDRESS 1120 WALKER ST SUBDIV TENANT NBR ARLAND JR /CYNTHIA ELSTROM CONTRACTOR PHONE OWNER ARLAND JR /CYNTHIA ELSTROM PHONE (360) 457 0382 PARCEL 06 30 01 8 2 0010 0000 APPL NUMBER 09 00000579 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL99 01 3/26/10 ARLAND 808 4814 WATER SUPPLY LINE METER TO HOME November 9 2009 3 59 29 PM jlierly PLUMBING FINAL March 26 2010 8 33 19 AM 1pangrle ARLAND 808 4814 PLUMBING FINAL COMMENTS AND NOTES DATE 3 /15/1 OWNER/CONTRACTOR ELECTRICAL INSPECTION WIRING REPORT 417 -4735 PE 4 ill S 1 ji t Vig-A L A s DO NOT REMOVE INSPECTO APPROVED NOT APPROVED DITCH ROUGH IN /COVER 0. SERVICE FINAL CORRECTIONS NEEDED: M �r� r J2 SMDJ�� p/221„ X1 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS PREPARED 12/01/09 8 04 05 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 1120 WALKER ST SUBDIV TENANT NBR ARLAND JR /CYNTHIA ELSTROM CONTRACTOR PHONE OWNER ARLAND JR /CYNTHIA ELSTROM PHONE (360) 457 0382 PARCEL 06 30 01 8 2 0010 0000 APPL NUMBER 09 00000579 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS November 16 2009 4 22 31 PM jlierly BLI 01 11/18/09 JLL BLDG INSULATION TIME 01 00 11/18/09 AP November 18 2009 8 08 31 AM 1pangrle ARLAND 808 4814 INSULATION AFTERNOON November 18 2009 4 29 21 PM jlierly BLDR 01 12/01/09 L BLDG DRYWALL IBWP November 30 2009 2 57 11 PM 1pangrle G GEORGE 477 1372 DRYWALL SHEAR NAILING COMMENTS AND NOTES PAGE 2 DATE 12/01/09 PREPARED 11/18/09 8 36 18 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/18/09 ADDRESS 1120 WALKER ST TENANT NBR ARLAND JR /CYNTHIA ELSTROM CONTRACTOR OWNER ARLAND JR /CYNTHIA ELSTROM PARCEL 06 30 01 8 2 0010 0000 APPL NUMBER 09 00000579 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLI 01 11/18/09 JLL 1 SUBDIV November 16 2009 4 22 31 PM jlierly BLDG INSULATION TIME 01 00 November 18 2009 8 08 31 AM 1pangrle ARLAND 808 4814 INSULATION AFTERNOON COMMENTS AND NOTES PHONE PHONE (360) 457 0382 PREPARED 11/16/09 9 27 49 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/16/09 ADDRESS 1120 WALKER ST SUBDIV TENANT NBR ARLAND JR /CYNTHIA ELSTROM CONTRACTOR PHONE OWNER ARLAND JR /CYNTHIA ELSTROM PHONE (360) 457 0382 PARCEL 06 30 01 8 2 0010 0000 APPL NUMBER 09 00000579 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 40 23 AM 1pangrle ARLAND 457 0382 FOOTING MORNING August 10 2009 4 49 26 PM jlierly ufr ok BL2 01 8/17/09 PS BLDG FOUNDATION STEM WALL TIME 09 00 8/18/09 AP August 17 2009 9 10 34 AM 1pangrle ARLAND 457 0382 STEMWALL MORNING August 18 2009 8 42 35 AM pbarthol BL3 01 8/28/09 JLL BLDG FRAMING 8/28/09 AP August 27 2009 2 26 21 PM 1pangrle ARLAND 808 4814 UNDERFLOOR FRAMING August 28 2009 2 59 53 PM jlierly BPB 01 9/25/09 PB BLDG PIER BLOCKS TIME 09 00 9/25/09 AP September 25 2009 8 34 29 AM 1pangrle ARLAND 808 4814 CONCRETE PIERS MORNING September 25 2009 4 46 59 PM pbarthol BL3 02 11/12/09 JLL BLDG FRAMING TIME 09 00 11/12/09 DA November 12 2009 9 04 33 AM 1pangrle ARLAND 808 4814 FRAMING PLEASE INSPECT AS SOON AS POSSIBLE November 12 2009 4 01 58 PM jlierly end wall facing the water has a vault ceiling with a break in the wall this should have been framed solid to the roof line (balloon frame) also the vaulted celing has rafter ties at the upper 1 /3rd height this is in a category D zone and must have an eng provide an alternative design or additional details for this framing method jll BAIR 01 11/4(09 L BLDG AIR SEAL November 16 2009 8 53 09 AM 1pangrle ARLAND 808 4814 AIRSEAL BL3 03 11/16/09 L BLDG FRAMING November 16 2009 8 52 40 AM 1pangrle U). ARLAND 808 4814 FRAMING GABLE COMMENTS AND NOTES C ASSOCIATES INCORPORATED November 13 2009 Mr Jim Lierly Building Inspector City of Port Angeles Department of Community Development 321 East Fifth Street Port Angeles, WA 98362 �t SUBJECT SINGLE FAMILY RESIDENCE, 120 Walker Street, Port Angeles, WA Dear Mr Lierly Upon the request of Arland Elstrom this office has provided an analysis of the gable wall construction for the vaulted room on the above mentioned residence To provide adequate resistance from wind and seismic loading the following corrections will need to be completed 1 (2) Full height 2x6 DF #2 studs must be installed on the inside of both 6 foot window openings. 2. (2) full height 2x6 DF# studs must be added at the center of the wall segment between the two 6 foot windows 3 New full height studs shall be stitch nailed to studs or framing with 16d nails 6' on center 4 Each pair of new studs shall be attach at the top and bottom to plates with (1) A35 clip (total of 6 A35 clips) Please see attached calculations and sketch for further information If you have any questions, please feel free to contact me Sincerely Scott HeadP E. Cc: Arland Elstrom Fe: JN 09274 FIL COpy RF C NOV 1 3 2009 crrT T :ss _a,srniON CML 'ENGINEERING LAND SURVEYING" 301 East 6th Street, Suite 1 Port Angeles,Washington 98362 (360) 417 -0501 Fax (360) 417 -0514 ail: zenovic @olympus.net l I I 1 l I I Li 1 1 I�i HIM 1 1 I I I I, I I I I 1,0s 1 x lit 1-- )AC- Kra T 5 AA 'D Pdt& F I 3 I I Vim) 1 O 2- T S, L N 11 I I I i r 1 I rAF I I 1 4 I I I I �iZIG�Z I I I I ,fl I I LI►111 !1111 crAl 4 (05=P "L_ IPl 1 Date Company Name Address City State File Location Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht Mean Roof Ht RHt Ridge Ht OH Roof Overhang at Eave= 2 Bldg Length Along Ridge Main Wind Force Resisting System MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi 0 18 Enclosed Bldg GCpi 0 18 Figure 6 -6 External Pressure Coefficients Cp Loads on Main Wind -Force Resisting Systems(Method 2) MWFRS -Wall Pressures Perpendicular to Ridge Elev ft 14 00 10 00 5 00 MECAWind Version 2 0 2 2 per ASCE 7 05 Developed by MECA Enterprises Inc Copyright 2009 www mecaenterprises com Wall Leeward Walls -0 50 Side Walls -0 70 1 03 1 03 1 03 Note 1) Total 2) Shear 11/12/2009 Project No 09274 ZENOVIC ASSOCIATES INC Designed By SRH 301 EAST 6TH STREET SUITE 1 Description SFR FOR ELSTROM PORT ANGELES Customer Name ELSTROM WA Proj Location 1120 WALKER ROAD PORT ANGELES \Zen server \data \Active Proiects \09274 ELSTROM \ENGR \Structual \WIND LOADING wnd Roof Location 1 00 22 42 1 00 22 42 1 00 22 42 Windward Min Cp Windward Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang (Windward only) User 100 00 mph II N/A 1 00 11 50 0 09 0 11 0 15 0 13 6 12 11 00 14 00 00 MWFRS Wall Pressures Parallel to ft ft ft Input Data Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht Eave Height Roof Area 36 00 ft Bldg Width Across Ridge= 24 00 ft Cp +GCpi(psf) GCpi(psf) 0 26 0 22 0 60 -0 26 0 60 0 80 13 56 -5 49 17 37 -9 30 Kz Kzt qz Windward Wall Total Shear psf +GCpi -pi -GCpi Kip 11 21 11 21 11 21 19 28 19 28 19 28 Leeward GCPi Windward GCPi and Moment are sum of forces (Leeward+Windard) Cp +GCpi(psf) Ridge 8 99 0 16 15 47 4 95 11 43 15 24 24 77 24 77 24 77 GCpi(psf) 0 92 8 23 7 40 4 95 -11 43 15 24 3 57 8 03 12 48 Moment K -ft Building D No 0 85 700 00 ft 1 07 0 80 650 00 ft 7 00 ft 26 57 Deg Gabled 8 00 ft 483 00 ft^ 7 13 25 42 56 63 acting on bldg PREPARED 11/12/09 9 10 38 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 1120 WALKER ST SUBDIV TENANT NBR ARLAND JR /CYNTHIA ELSTROM CONTRACTOR PHONE OWNER ARLAND JR /CYNTHIA ELSTROM PHONE (360) 457 0382 PARCEL 06 30 01 8 2 0010 0000 APPL NUMBER 09 00000579 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 40 23 AM 1pangrle ARLAND 457 0382 FOOTING MORNING August 10 2009 4 49 26 PM jlierly ufr ok BL2 01 8/17/09 PB BLDG FOUNDATION STEM WALL TIME 09 00 8/18/09 AP August 17 2009 9 10 34 AM 1pangrle ARLAND 457 0382 STEMWALL MORNING August 18 2009 8 42 35 AM pbarthol BL3 01 8/28/09 JLL BLDG FRAMING 8/28/09 AP August 27 2009 2 26 21 PM 1pangrle ARLAND 808 4814 UNDERFLOOR FRAMING August 28 2009 2 59 53 PM jlierly BPB 01 9/25/09 PB BLDG PIER BLOCKS TIME 09 00 9/25/09 AP September 25 2009 8 34 29 AM 1pangrle ARLAND 808 4814 CONCRETE PIERS MORNING September 25 2009 4 46 59 PM pbarthol BL3 02 11/12/09 BLDG FRAMING TIME 09 00 November 12 2009 9 04 33 AM 1pangrle ARLAND 808 4814 FRAMING PLEASE INSPECT AS SOON AS POSSIBLE PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME1 01 11/12/09 JLL j MECHANICAL ROUGH IN TIME 09 00 November 12 2009 9 05 19 AM 1pangrle ARLAND 808 4814 MECHANICAL ROUGH IN PLEASE INSPECT SOON AS POSSIBLE COMMENTS AND NOTES PAGE 3 DATE 11/12/09 "p 0( L1L-Ls 9Jc\J PREPARED 11/02/09 8 25 18 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/30/09 ADDRESS 1120 WALKER ST SUBDIV TENANT NBR ARLAND JR /CYNTHIA ELSTROM CONTRACTOR PHONE OWNER ARLAND JR /CYNTHIA ELSTROM PHONE (360) 457 0382 PARCEL 06 30 01 8 2 0010 0000 APPL NUMBER 09 00000579 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 10/30/09 JLL NoUemIer WATER SUPPLY November 2 2009 8 13 58 AM 1pangrle ARLAND 808 4814 WATER SUPPLY LINE METER TO HOME COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc New home 9 kw furnace Owner ELSTROM JR ARLAND /CYNTHIA 124 NORTH POINT RD PORT ANGELES Fee summary INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 98362 Permit Additional desc Permit pin number 155689 Permit Fee 43 75 Issue Date 10/28/09 Expiration Date 4/26/10 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 09 00001112 301032 1120 WALKER ST 06 30 01 8 2 0010 0000 ELECTRICAL ONLY RS11 RESDNT SINGLE FAMILY 0 Contractor ELECTRICAL NEW RESIDENTIAL Qty Unit Charge Per 1 00 43 7500 ECH EL LVT THERMOSTAT PENINSULA HEAT INC 782 KITCHEN DICK RD SEQUIM (360) 681 3333 Plan Check Fee Valuation Charged Paid Credited Permit Fee Total 43 75 43 75 00 Plan Check Total 00 00 00 Grand Total 43 75 43 75 00 /1)9 AF Date 10/28/09 WA 98382 DATE RESULTS 0 0 0 Extension 43 75 Due 00 00 00 Signature of owner or Electrical Contractor X Date INSPECTOR. Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 200 amp service Owner PAUL BAKER LONNIE FULLER P 0 BOX 255 MOORCRAFT WY 82721 Permit ELECTRICAL Additional desc Permit pin number 155671 Permit Fee 93 75 Issue Date 10/27/09 Expiration Date 4/25/10 Qty Unit Charge Per 1 00 93 7500 ECH EL 0 200 SRV FEEDER Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 09 00001111 226121 1121 WALKER ST 06 30 01 8 2 0220 0000 ELECTRICAL ONLY RS11 RESDNT SINGLE FAMILY 0 Contractor Charged Paid Credited NORTH PENINSULA ELECTRIC 761 FRESHWATER PARK RD PORT ANGELES WA 98363 (360) 477 1764 ALTER RESIDENTIAL Plan Check Fee Valuation 93 75 93 75 00 00 00 00 93 75 93 75 00 Date 10/27/09 °125 1401 DATE RESULTS N l2Z J 90/ /09 1 ,j A1/o7 00 0 Extension 93 75 Due 00 00 00 Signature of owner or Electrical Contractor X Date INSPECTOR. 1 likrse Application desc INSTALL A FIRE SPRINKLER SYSTEM Owner Contractor Special Notes and Comments A full acceptance test will be required for the fire sprinkler system Fee summary tk‘t-f U4IL- 6 1Z CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5' Street, Port Angeles, WA 98362 Application Number 09 00001102 Date 10/27/09 Application pin number 933582 Property Address 1120 WALKER ST ASSESSOR PARCEL NUMBER 06 30 01 8 2 0010 0000 Tenant nbr name ARLAND /CYNTHIA ELSTROM JR Application type description FIRE SPRINKLER SYSTEM Subdivision Name Property Use Property Zoning RS11 RESDNT SINGLE FAMILY Application valuation 3425 ARLAND /CYNTHIA ELSTROM JR INNOVATED FIRE SPRINKLERS 124 NORTH POINT RD 81 NEW HAVEN LANE PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 808 4814 (360) 452 7583 Structure Information 000 000 INSTALL A FIRE SPRINKLER SYSTEM Permit FIRE SPRINKLER RESIDENTIAL Additional desc INSTALL FIRE SPRINKLER SYSTEM Permit pin number 155572 Permit Fee 00 Plan Check Fee 00 Issue Date 10/27/09 Valuation 3425 Expiration Date 4/25/10 Charged Paid Credited Due Permit Fee Total 00 00 00 00 Plan Check Total 00 00 00 00 Grand Total 00 00 00 00 Fv)6ded 3- 2,3_ 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 compled 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. Signature of Contractor.Qr Authorized Agent Date Signature of Owner (if Owner is builder) Date Call 360 417 -4655 for fire mspect.ions Please provide a minimum 24 -hour notice or conceal any work before inspected and accepted. Post permit in a conspicuous Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS FIRE PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT Date Passed 13 kD�' Completed by Contractor- Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated O It is unlawful to cover insulate location. JOB SITE Comments 2/15/00 psi psi Cam' a 5 City of Port Angeles Permit App !legion Building DIvIBIon/EloctrIcal Inspections 921 East Firth ;tract- P.O. Box 1150 Port Angelis Washington, 90362 Ph: (360) 417 -4735 F2x: (360) 417 -4711 Date: L z la O 9 Name: Int 4 lr (Gi Y'1 N: MaiIn Address: 'a Ci(y: /4" State: _WA Pt>ana: License 111 Exp. knit Oaf 93.75 $113.75 $160.00 $205.00 $29125 $2.00 57.50 2.00 7250 8625 6116.25 $13125 6 75.00 69.00 6 75.00 3 50.00 3 50.00 93.75 6 80.00 88.25 27.50 6 67.50 6 86.25 43.75 golf Tf_3-Fax atc 6 3 RECEIVED OCT 2 7 2009 ELECTRICAL INSPECTIONS V 2 Single Family Dwelling MuISfamlly. or Commercial' Commercial Addition Alteration Remodel I Repay Plan Review May Se Required, Plea Comple Ele Plan Review infonnalion Sheet Job Address: Building Square Footage: Description or above /IrLLT (mlkfr L e??3. Total IQty MuItJolled by Unit shame) Servlce/Feeder 200 Amp, 3 Service/Feeder 201.400 Amp. s 3 i S Serrice/Faeder 401-600 Amp. ServloeJFeeder 6014000 Arne. ServlcelFeeder over 1000 Amp, Branch Clerk Wl Service Feeder Branch Circuit W/O Service Feeder Each Additional Brandy Circuit _Temp. Service/ Feeder 200 Amp. Temp. Service/Feeder 201 -400 Amp. S Temp. Service/Feeder 40i-600 Amp. Temp. Service/Feeder 601 -1000 Amp. Portal b Portal Hourly 6_ Stgr►t0 iUime Lighting Signal Chuff Limited Energy Commercial Signs Circuit/ Welled Energy 1 2 Family Dwelling Signal c LingLed Energy Muttl-F8m7y Dwelling Mantdatrr ad Home Connection Flenewable Bedded Energy 5KVA System or Less Flret 1300 Square Ft Each Additional 500 Square FL or Portion of Eac i Outbuilding or Detached Garage �Eactr Swimming Pod or Hot Tub S 43 .7STt�ermostat Total $lpnat of owner, electrical contractor or @tactical administrator 0, Cash r ire pate: n/--7-14,7 &c, dA./ 1 *Vag 13insuTued Contractor Infpnriation Name: o f5GC -f Gt a/ ..2.nc MaZng Address 7,4 Ili 1 4 JM- 0/;:le R City i State: -r5 2 g 2_ Phone; W-3333 Fauc Z License #1 Ems. owner a: defined by RCW.19.28.261. (1) Owner will occupy the structure for two years after ids sl.Ctrbcplper= s Banked (2) Owns r Is /equfred W htrs an arae*rrea(eontradorl above said property Is foraare, nrn(arloast 980ZT8909C XVd TC CT 60/9Z/0T Atter reading the above statement, hereby certify that 1 am the owner of the above named property or a licensed electrical contractor. I am making the electrical tnetallation or alteration In compliance with the electrical laws. NEC. RCW. Chapter 19.20, WAC. Chapter 296.488, The City of Port Angeles Munlcfpal Code, and Utility specification*. 2009 -10 -26 10:06 NORTH PENINSULA ELEC City of Port Angeles Permit Application Building DIvisloNElecttical Inspections 321 East Firth Street P.O. Box 1150 Port Angeles Washington, 98382 Ph: (380) 4174735 Fax;) 4174711 1 2 Single Family Dwelling Multi Family or Commercial' Commercial Addition 1 Alteration Remodel 1 Repair' Plan Review May Be Reg iced, P Job Address: Building Square Footage: Description of above C' Owner In Name: Mailing Address: U f a License f Exp, �^1k Chame 93.75 5113,75 5160.00 5205.00 $291.25 2.00 57.50 2.00 72.50 5 86.25 $116.25 $131,25 5 75,00 69,00 5 75.00 50.00 50.00 5 93.75 80.00 86.25 27.50 57.50 86.25 43.75 State; Fax: 1r-1 �6 t IIp. Y `~Il Signature of owner, electrical contractor or electrical administrator 3609289409 360 417 4841 RECE 0rr 2009 amo INSPTIOVS Complete Electrical Plan Review Information Sheet r 4 c C C P 1/1 ContratorInforma op Name: 1� V v A c FLA Mailing Address: 1%,. City Ala State: v., Zr 4 Phoney -x'11 Lr Li Fax 4 N r i u License Exp. �,,r.- r To I Multi Tied by Unit Chanty Service/Feeder 200 Amp, ServicelFeeder 201-400 Amp. Service/Feeder 401-600 Amp. Service/Feeder 601.1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit WI Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. 'ramp. ServicelFeeder 201-400 Amp. Temp. Service/Feeder 401.600 Amp. Temp. Service/Feeder 601 1000 Amp. Portia to Portal Hourly Sgn/Oudine Lighting 5 Signal Circuit/ Limited Energy Commercial Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multl.Famay Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less First 1300 Square FL Each Additional 500 Square FL or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Thermostat Total Owner as defined by RCW.9.28.26f: (1) Owner will occupy Bn Mixture for two yens after this electrical pwm is snaked. (2) Now is ruqutred to titre an alacelar cenbector miaow said property Is for sal rent or bosa- Mier reeding the Above statement 1 hereby canny that I am the owner of the above named property or a licensed electrical eordractor. I am making the electrical Installation or alteration In compliance with the electrical laws, N.E.C. RCW. Chapter 19.28, WAC. Chapter 296468, The City of Port Angeles Municipal Cods, end Utility Specifications. Cash Check 041. u LL ��r[1`credltc:rar Fill out COMPLETELS and in INK. 1 our application and site plan MUST BE COMPLETE to be accepted for review If you have an questions, call PERMITS (360) 417-4815 FAX(360)417 -4711 Applicant or Atent. Jy V■GCM -r .T ,J. W B Q 1?4 O .Q d'-s Phone. List 75 Owner 4 r` 1 a 1/1- A E t rO Phone. So s ti g (4 Address t 2' NX+r No+ P4 City Po Y i.._ c (.tl..s Zip 95 Z 3 OJ Architect/En mneer Phone: Contractor bildi/1Q'% 7D i i R State License #-///4/dvrJ 0 W/34xp e1/2// 6 Phone: yS' 2 -?s9 Address:(c J A/P -i NA. ve L v. City PO l AmS e/La Zip 98.3 2 PROJECT ADDRESS 1 2 \Aic I /C v^ S 1 r e ---e. f ZONING LEGAL DESCRIPTION Lot: Block. CLALLAM COUNTY PARCEL NUMBER. BUILDING PERMIT APPLICATION Subdivision. FOR OFFICIAL USE ONLI Date kec. 1() 2. Qq Permit k Qv Date Approved: Date Issued. TYPE OF WORK. STZE/VALUATION Residential New Constr Re -roof Stove SF /SF Multi family Addition Move Garage SF /SF O Commercial Remodel Demolition Deck SF /SF Repair Sign Other TOTAL VALUATION 2 O 0 BRIEF DESCRIPTION OF THE PROJECT INS 74/L. f r S GSA, /,4/ L,CiQ S Y.S 7 COMMERCIAL/RESIDENTIAL. Occupancy Group: Occupant Load. Construction Type: No. of Stones: Lot Size: Existing Sq. Ft. R. Proposed Sq Ft. TOTAL Sq. Ft. Total lot coverage PLANNING USE ONLY ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other APPROVALS PLAN BLDG DPWU FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordmator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of pemiit 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 wntten request by the applicant (see Section RI05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same 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 ,not the City's, and that I must obtain such permits prior to woks. j�-- T-1FORMS\BIdgPermitformwpd Applicant: r 4 Date: d i k /0 9 PREPARED 9/25/09 8 47 29 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/25/09 ADDRESS 1120 WALKER ST .SUBDIV TENANT NBR ARLAND JR /CYNTHIA ELSTROM CONTRACTOR PHONE OWNER ARLAND JR /CYNTHIA ELSTROM PHONE (360) 457 0382 PARCEL 06 30 01 8 2 0010 0000 APPL NUMBER 09 00000579 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 40 23 AM 1pangrle ARLAND 457 0382 FOOTING MORNING August 10 2009 4 49 26 PM jlierly ufr ok BL2 01 8/17/09 PB BLDG FOUNDATION STEM WALL TIME 09 00 8/18/09 AP August 17 2009 9 10 34 AM 1pangrle ARLAND 457 0382 STEMWALL MORNING August 18 2009 8 42 35 AM pbarthol BL3 01 8/28/09 JLL BLDG FRAMING 8/28/09 AP August 27 2009 2 26 21 PM 1pangrle ARLAND 808 4814 UNDERFLOOR FRAMING August 28 2009 2 59 53 PM jlierly BPB 01 9/25/09 JLL BLDG PIER BLOCKS TIME 09 00 September 25 2009 8 34 29 AM 1pangrle /4 ARLAND 808 4814 'II CONCRETE PIERS MORNING COMMENTS AND NOTES lei 17dr II' //-*/lyei,et-- PREPARED 8/28/09 8 56 33 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/28/09 ADDRESS 1120 WALKER ST SUBDIV TENANT NBR ARLAND JR /CYNTHIA ELSTROM CONTRACTOR PHONE OWNER ARLAND JR /CYNTHIA ELSTROM PHONE (360) 457 0382 PARCEL 06 30 01 8 2 0010 0000 APPL NUMBER 09 00000579 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 40 23 AM 1pangrle ARLAND 457 0382 FOOTING MORNING August 10 2009 4 49 26 PM jlierly ufr ok BL2 01 8/17/09 PB BLDG FOUNDATION STEM WALL TIME 09 00 8/18/09 AP August 17 2009 9 10 34 AM 1pangrle ARLAND 457 0382 STEMWALL MORNING August 18 2009 8 42 35 AM pbarthol BL3 01 8/28/09 J BLDG FRAMING L, August 27 2009 2 26 21 PM 1pangrle ARLAND 808 4814 UNDERFLOOR FRAMING COMMENTS AND NOTES PREPARED 8/17/09 9 24 48 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/17/09 ADDRESS 1120 WALKER ST SUBDIV TENANT NBR ARLAND JR /CYNTHIA ELSTROM CONTRACTOR PHONE OWNER ARLAND JR /CYNTHIA ELSTROM PHONE (360) 457 0382 PARCEL 06 30 01 8 2 0010 0000 APPL NUMBER 09 00000579 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 40 23 AM 1pangrle ARLAND 457 0382 FOOTING MORNING August 10 2009 4 49 26 PM jlierly ufr ok BL2 01 8/ 7/09 JLL BLDG FOUNDATION STEM WALL TIME 09 00 August 17 2009 9 10 34 AM 1pangrle ARLAND 457 0382 STEMWALL MORNING COMMENTS AND NOTES PREPARED 8/10/09 8 57 56 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/10/09 ADDRESS 1120 WALKER ST SUBDIV TENANT NBR ARLAND JR /CYNTHIA ELSTROM CONTRACTOR PHONE OWNER ARLAND JR /CYNTHIA ELSTROM PHONE (360) 457 0382 PARCEL 06 30 01 8 2 0010 0000 APPL NUMBER 09 00000579 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/10/09 LL BLDG FOUNDATION FOOTING TIME 09 00 August 10 2009 8 40 23 AM 1pangrle ARLAND 457 0382 FOOTING MORNING 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 2 215 SF SFR 484 SF ATT GAR 36 SF CVRD PORCH Owner ARLAND JR /CYNTHIA ELSTROM 124 N POINT RD PORT ANGELES (360) 457 0382 Structure Information 000 Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T \Policies \1102 15 [10/081 WA 98363 Qty Unit Charge Per Permit Additional desc Permit pin number 149245 Permit Fee 50 00 Issue Date 6/29/09 Expiration Date 12/26/09 Qty Unit Charge Per 1 00 09 00000579 304166 1120 WALKER ST 06 30 01 8 2 0010 0000 ARLAND JR /CYNTHIA RES NEW SFR RS11 RESDNT SINGLE FAMILY 203347 DRIVEWAY INSTALLATION BASE FEE RIGHT OF WAY Signature of Contractor or Authorized Agent Date CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES WA 98362 Contractor OWNER 000 2214 SF SFR 484 ATT GAR TOTAL LOT COVERAGE CONSTRUCTION TYPE FIRE SPRINKLERS REQUIRED NUMBER OF STORIES LOT SIZE OCCUPANT LOAD PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 149211 180 00 Plan Check Fee 6/29/09 Valuation 12/26/09 50 0000 ECH RIGHT OF WAY PERMIT Date 6/29/09 ELSTROM 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 46 CVRD PORCH 15 26 VB YES 1 00 17984 00 5 00 2745 00 2745 00 1 00 00 Extension 180 00 Plan Check Fee 00 Valuation 203347 Extension 50 00 0 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. Z� `0, Signature of Owner (if ow is builder) Date PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 I FIRE 417-4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T ,Policies \I 102 15 [10/08] PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, 8 INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO I CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING Application Number Application pin number CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 09 00000579 304166 Special Notes and Comments 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 26 2009 1 35 35 PM sroberds The proposal will result in a new sfr in the RS 11 zone with lot coverage of 15% and site coverage of 19% No land use issues anticipated June 17 2009 8 48 42 AM Brian 417 4708 Connection fee and electrical permits required Ditches 12 culverts will be installed to City Stanards See Public Works Engineering for Standards Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete June 18 2009 7 29 47 AM rbecker If you install a closed fire sprinkler system you will need to install a double check backflow assembly If you install an open fire system you do not need to install a backflow assembly If you have any questions contact Ron becker at 417 4886 or E mail me at rbecker@cityofpa us Other Fees Fee summary RES UNDERGRND SERVICE FEE 713 00 STATE SURCHARGE 4 50 Charged Paid Credited Due Page 2 Date 6/29/09 Permit Fee Total 230 00 230 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 717 50 717 50 00 00 Grand Total 947 50 947 50 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \Policies \1102 15 [10 /08] PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T iPolicies \1102 15 [10/08] RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 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 INSPECTION TYPE DATE ACCEPTED COMMENTS YES 1 NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT PLANNING DEPT BUILDING Application Number 09 00000579 Date 6/29/09 Application pin number 304166 Property Address 1120 WALKER ST ASSESSOR PARCEL NUMBER 06 30 01 8 2 0010 0000 Tenant nbr name ARLAND JR /CYNTHIA ELSTROM Application type description RES NEW SFR Subdivision Name Property Use Property Zoning RS11 RESDNT SINGLE FAMILY Application valuation 203347 Application desc 2 215 SF SFR, 484 SF ATT GAR, 36 SF CVRD PORCH Owner ARLAND JR /CYNTHIA ELSTROM 124 N POINT RD PORT ANGELES (360) 457 0382 Structure Information 000 0 Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty 104 00 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T:FormsBuilding Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 WA 98363 00 2214 SF SFR 484 ATT GAR 46 CVRD PORCH TOTAL LOT COVERAGE 15 26 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 17984 00 OCCUPANT LOAD 5 00 PROPOSED LOT COVERAGE 2745 00 TOTAL LOT COVERAGE 2745 00 NUMBER OF UNITS 1 00 BUILDING PERMIT RESIDENTIAL 2 215 SF SFR 484 SF GARAGE 148320 1602 65 6/29/09 Valuation 12/26/09 MECHANICAL PERMIT 148338 111 70 6/29/09 12/26/09 -c9 A'R.LJ&D G-ts -i Contractor OWNER Plan Check Fee Unit Charge Per BASE FEE 5 6000 THOU BL -100 001 500K (5 60 PER K) Plan Check Fee 1041 72 203347 Extension 1020 25 582 40 00 Valuation 0 Qty Unit Charge Per Extension BASE FEE 50 00 1 00 14 8000 EA ME FURN /HP /FAU OR 5 TON 14 80 5 00 7 2500 EA ME VENT FAN (SINGLE DUCT) 36 25 1 00 10 6500 EA ME STOVE /FIREPLACE /MISC APP 10 65 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. 1 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. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (it owner is builder) FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T:Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections X417 -4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. FINAL Date Accepted by FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 Accepted By Application Number Application pin number 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 09 00000579 304166 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 26 2009 1 35 35 PM sroberds The proposal will result in a new sfr in the RS 11 zone with lot coverage of 15% and site coverage of 19% No land use issues anticipated June 17 2009 8 48 42 AM Brian 417 4708 Connection fee and electrical permits required Ditches 12 culverts will be installed to City Stanards See Public Works Engineering for Standards Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete June 18 2009 7 29 47 AM rbecker If you install a closed fire sprinkler system you will need to install a double check backflow assembly If you install an open fire system you do not need to install a backflow assembly If you have any questions contact Ron becker at 417 4886 or E mail me at rbecker @cityofpa us Fee summary Charged Paid Credited Due Page 2 Date 6/29/09 Permit PLUMBING PERMIT Additional desc Permit pin number 148346 Permit Fee 184 00 Plan Check Fee 00 Issue Date 6/29/09 Valuation 0 Expiration Date 12/26/09 Qty Unit Charge Per Extension BASE FEE 50 00 15 00 7 0000 EA PL- PLUMBING TRAP 105 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 RES UNDERGRND SERVICE FEE 713 00 STATE SURCHARGE 4 50 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. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type 1 Electrical Construction R.W PW Engineering Fire Planning Building T Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD 417 -4735 417 -4831 417 -4653 417 -4750 417 -4815 FINAL Date Accepted by FINAL Date Accepted by Date Accepted By Application Number Application pin number Permit Fee Total Plan Check Total Other Fee Total Grand Total T :FormsBuilding D ivisionBuilding P ermit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Page 3 09 00000579 Date 6/29/09 304166 1898 35 1898 35 00 00 1041 72 1041 72 00 00 717 50 717 50 00 00 3657 57 3657 57 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 FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders /(Under Flool) Shear Wall Hold Downs WailSTkoof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s Parking Lighting Landscaping T.Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Date H I $=;,113 —t3 1 t1 --net 1E)— '4o —nq t 1— I IA-4)g I —A, 6 -0 9 —zs Q q —z-5— 09 12— o1—Oa 1 1--1 R —e 1 X i_ t2 —OR Inspection Type Electrical Construction R W PW Engineering Fire Planning Building Accepted By "[LL, -r�L— "TL L GL— T[.l FINAL Date 3 J240- 16 Accepted by SEPA. ESA. SHORELINE. Comments FINAL Date 3' 219' Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY USE 417 -4735 417 -4831 417 -4653 417 -4750 417 -4815 Date Accepted By 3- 26 —I J"L� City of Port Angeles Building Division 321 E 5 St. Port Angeles, WA 98362 RESIDENTIAL PLAN REVIEW GUIDELINES PLAN REVIEW Items described here are only .a guide to common questions and missed items during plan review and construction. All codes must be complied with (Please read and follow each item) SPECIAL NOTE. Check item #59 first to see if engineerinq 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. F Exterior windows and doors shall be flashed with approved materials and caulking Caulked trim material over the window or door flange is not an acceptable method 7 Overall dimensions of house plan must match site plan dimensions Verify any special requirements for buildings located close to property lines R302 FILE T Building /Handouts /Residential Plan Review Guideli les (Rev 03- 18 -09) Page 1 of 8 LIFE SAFETY MISC ITEMS 8 Sleeping rooms must have an egress window with 5 7 s f net clear opening 24" min height, 20" min. width 44 maximum from floor to window sill Windows must meet all 4 dimensions R310 1 9 Safety or tempered glass shall be used in windows that are (R308 4) .Adjacent to a door .(24" arc-of either edge of the door in a:closed position) 'That are closer than 18' to floor (AND individual pane is more than 9 s f top edge more than 36' a.f f and walking surface within 36' horizontally of the window in question) Walls- enclosing a tub or shower (AND within 60 :of the drain or within 60 of walking surface). R308 4 Adjacent to stairways landings and ramps within 36" horizontally of a walking surface (AND less than. '60" a f f of the walking surface) Adjacent to stairways within :60" of the bottom tread' of the stair in any direction (AND less than. 60" aff) 10 Under -stair areas that are enclosed and accessible must. be sheetrocked 1/2' GWB on walls and underside of the stairway R311 2 2 11 Stairways shall `have 10' min tread and 7 3/4" max rise R311 5 12 Provide 36" high guards (with 4' max. spacing on rails) at porches balconies and raised .floor surfaces more than 30 "above adjacent ground or floor R312.1 13 Smoke detectors required at .all bedrooms hallway or room adjacent to bedrooms and at any ceilings that are more than 24" above adjacent ceiling All smoke detectors interconnected and hardwired with. battery 'back -up R313 1 14 Garage /house separation wall is 1/2" GWB door must be. 20 min rated or 1 3/8" solid -core If living space above use 5/8' GWB Type "X" at the ceiling AND 1/2" GWB at walls that support the floor above Ducts .in garage must be 26 -gage sheet steel and have no openings in the garage R309 15 Exterior stairways must have a light located near the top landing of the stairway switched from inside (or have motion activation device) R303 6 16 Minimum :room areas must be provided (120 s f min in at least one room 70 s f min all other .habitable rooms 7 foot min dimension..in all habitable rooms) R304 1 17 Minimum ceiling heights must be provided (7 foot min with some exceptions) R305 1 FOOTINGS, FOUNDATIONS, AND CRAWL SPACES 18 All footings including exterior isolated pad footings must have a 24" (min) depth from the bottom of the footing to finished grade R403 1 4 1 19 All footings shall be supported on undisturbed natural soils or engineered fill Any placement of fill material that will support a structure will require a geotechnical investigation and report: submitted to the City prior to placement of footings R401 2 R403 1 20 Lots shall be graded to drain surface water away from foundations The grade shall fall 6' in the first TEN feet around the perimeter of the structure R401 3 21 Top surface of footings shall be level Bottom surface of footings shall not have a slope that exceeds (1) unit vertical in (10) units horizontal Any necessary stepping of the foundation must be approved during plan review or prior to installation of the foundation• .R403 1 5 T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 2 of 8 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 3/1.6' plate washer Anchor bolts to be placed a maximum of 12' and no closer than 3 '/z 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 vvaIFsupporting 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 1.0 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 9 Under -floor pier pads supporting uniform load of wood framed floors shall be 18 "x 18" x 8' (min) Point loads from other than floor girders will require larger footings sized according to the concentrated load R403 1 1 30 Beams and /or girders in crawl space must meet span requirements for the loads imposed (from floor joists and from any point loads) R501 2 T Building /Handouts /Resides 'al Plan Review Guidelines ;ev 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 R40.8 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. Tess 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 ofsolid.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 2nd 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 Hoists shall be in accordance with the manufacturer's specifications R502 8 2 44 All concentrated point loads originating from roof or floor load shall be transferred to bearing footings or foundation walls Continuous support shall be provided by members .that are equal in cross sectional area to the area of the load imposed and shall not be reduced in size at any point. 45 Wood members supported in concrete or masonry pockets shall have a 1 /2 inch air space provided at tops sides and ends of the member 46 All foundation plates sills and sleepers bearing on a concrete foundation or slab that is in direct contact with the ground shall be pressure treated All wood framing members that rest on concrete foundations and are within 8" of exposed ground shall be pressure treated R319 T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 4 of 8 47 Sawn lumber floor joists shall have 1 (min) bearing and shall lap 3" min at intermediate girders Engineered I- joists shall have 1 3/4 (min) bearing (or per manufacturer's specifications) 48. Floor joists that are parallel to bearing partitions shall be doubled Some heavier load cases will require girder beams or pony walls Bearing partitions perpendicular -to floor joists shall not be offset from the supporting girder more than the depth of the joists unless the floor joists are of sufficient size to carry the load R502 4. 49 Floor cantilever spans shall not exceed the depth of the nominal floor joists Floor cantilevers constructed in accordance with Table R502 3 3 (1) shall be permitted when supporting a light framed bearing wall and roof only R502 3 3 50 Block in between floor joists beneath all interior braced walls (for walls, perpendicular to joists) or align floor joist with interior braced wall (see item #63 -T) WALL FRAMING 51 Wall studs taller than 10 feet shall have a stud height analysis by a professional engineer or architect. Table .R602 3 5 52. Non -load bearing stud heights shall be in accordance with Table R602 3 (5) 53 Studs shall be a minimum #3 grade standard grade or stud grade lumber R602 2 54 Where joists trusses or rafters are spaced more than 16" o c and the bearing studs below are spaced at 24" o c such members shall bear within 5" of the studs below unless the top plates are double 2x6 or a third plate is added R602 3 3 55 Headers over windows and doors must meet minimum requirements for spans and imposed loads verify point loads over openings (from trusses or other conditions) and size headers accordingly Headers must be noted with size type and grade of lumber being used GENERAL NOTE STATING ALL HEADERS SHALL BE is acceptable 56 Interior bearing walls must have headers over openings and must be supported to a foundation 57 Top plate splices shall be offset a minimum of 24 inches R602 3 2 58. Fire blocking required at dropped ceilings soffits coved ceiling areas and every ten feet horizontally and vertically at framed walls R602.8 59 Port Angeles is in Seismic Zone D1 Wind zone of 100 MPH Category C (within 1.500 ft from shore line is Category D) per the 2006 IRC When a house is considered IRREGULAR by any ONE the definitions below the code will NOT allow prescriptive bracing for Seismic Zone C and the entire house must have a lateral analysis and design by a licensed engineer (R301 2 2 2 2) Per that section of the code NO MIXING OF PRESCRIPTIVE AND ENGINEERED LATERAL SYSTEMS IS ALLOWED UNDER THIS NEW 2006 IRC. The following are items that constitute an IRREGULAR BUILDING per the 2006 IRC A. Exterior braced wall lines must be in one plane vertically from foundation to the uppermost story (basically the upper floor must match the lower floor footprint) The most common area where problems like this. occur is in a garage with a second floor over it. To qualify for prescriptive bracing the second floor joists must extend to the exterior walls of the garage If this does NOT occur then your proposed house is IRREGULAR If the joists do extend to the exterior walls of the garage then the setback of the second floor walls cannot be more than four (4) feet setback from the garage walls T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 5 of 8 (see p 44 of ,the 2006 IRC) Rooms created by roof trusses are OK under this provision (such as bonus rooms over garages formed by the trusses /rafters) B. The perimeter of all floor diaphragms and all roof diaphragms must be supported on WALLS below If you have beams: holding up any part of the perimeter of a floor or a roof then. your ;proposed house is IRREGULAR The most common :place you will find this problem is at large: covered porches and patios where the roof is supported only by post and beams Such covered porches and :patios also make the building IRREGULAR Related ,to this are areas of discontinuous diaphragms especially changes in plate line heights which also are .considered as separate 'roofs and therefore make the :building IRREGULAR C In any elevation of the exterior the braced walls from an upper level wall must NOT occur over a window or .door In general this means that the windows of the upper story. must align with the windows of the lower story There are some exceptions based on up- sizing the header in the .window below (see 2006 IRC p 44 for details) D When an opening in a floor or roof (such as a balcony overlook area or a courtyard area) exceeds the lesser of 12 feet or 50% of the least dimension then your proposed house is .IRREGULAR E. When portions of a floor level are vertically offset .(such as a sunken room) then your proposed house is IRREGULAR This does not apply to a slab -on -grade floor F When braced wall lines do not occur in two perpendicular directions (such as portions of the house or garage at an angle to the rest of the building) then your proposed house. is IRREGULAR. G If you have any portion of the above -grade walls that use masonry or concrete construction then your 'proposed house is IRREGULAR .Stepped foundations that create a. daylight basement situation are OK under this.provisiori 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) 1 Alternate Braced Walls single -story condition (2' -8' min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices furthest studs (1800 pound capacity hold- downs) J Alternate Braced Walls —first floor of two -story condition (2' -8" min width X 10 foot max. height) sheathed on BOTH interior and exterior sides of wall with min 3/8 OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold- down devices furthest studs (3000 pound capacity hold- downs) There are some provisions for plate lines up to 12 feet high see Table R602 10 6 (basically a. wider wall 3 -6' min length for 12 feet high) K. Front Garage Panels —no hold -downs required L. The exterior braced wall lines in a detached or attached garage cannot be more than 35 feet apart in either direction or interior braced walls must be provided 62. 1 Floor Conditions Four (4) foot solid walls at all corners and at every 25 feet along any braced wall line OR use one of the methods below M Portal Frame for a House (slab -on -grade floors ONLY) 16" min width for one -story structures 24 min width for first floor of 2 -story T Building /Handouts,Residential Plan Review Guidelines (Rev 03- 18 -09) Page 6 of 8 N Alternate Braced Walls— single -story condition (2' -8' min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8' OSB or plywood and nailed with 8d common or gals box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) .hold-down devices furthest studs (1800 pound capacity hold- downs) O Alternate Braced Walls —first floor of two -story condition (2' -8' min width X 10 foot max height) sheathed on BOTH interior and exterior sides of wall with min 3/8' OSB or plywood and :nailed. with 8d common or galy' 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 1.2 5 feet away from the corner of the braced wall lines and then at every 25 feet (min) along the wall line 64 2 Floor Conditions Braced walls (either of the methods listed below) must be Within 12 5 feet of the corner of the wall line in question R. Standard four (4) foot panels on 2nd levels can start at no more than 12.5 feet away from the corner S Entire House Sheathed with OSB or Plywood —this method allows smaller side panels' than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 65 Exterior braced wall lines (or together with some interior wall lines) cannot be more than 35 feet apart. T Certain areas can be up to 50 feet apart between wall lines IF there is additional bracing along the exterior wall in question (50/35 1 43 more bracing than normally required or in other words 23% of the total wall in bracing for 1 -story wall 43% of the total wall in bracing for 1 story of a 2 -story house) R602 10 1 1 Exception 1 and 2 U Interior Braced Walls can be used when exterior walls are more than 25 feet apart. Interior Braced Walls are minimum 1/2' GWB both sides of wall for a minimum length of 48" use 5d nails or screws at 7' o c Sole plate of wall must be attached to thickened slab footing (see item #22 above) with 1/2" anchor bolt 6' -0' o c or solid blocking (walls perpendicular to joists) or LINE UP JOIST with braced wall (walls parallel to joists) 66 The roof sheathing MUST nail into SOLID blocking and the block must connect to the double top plate either with clips or toe- nailed (for blocks that are top beveled) with 8d 6' o c For ventilation use not more than two (2) 2' diameter holes BLOCKING MUST OCCUR AROUND ENTIRE PERIMETER OF ALL ROOFS Table R602 3 (1) This applies to all houses both engineered AND prescriptive bracing ROOF ATTIC 67 Truss drawings must show reactions of all girder trusses point loads onto headers must have headers sized accordingly point loads over 5000 lbs onto double -top plates must be checked for bearing capacity Use Simpson brand TBE4 or TBE6 as needed to spread the load 68 Truss bottom chord live load must be minimum. of 10PSF (see Table R301 5) Trusses must be sized for the roof coverings specified on the plans (concrete tile etc) and roof structure must be able to hold up the roof (beams headers etc sized for roof loads) R802 10 2 69 Ice Shield is required for roofs up to 6 12 (6 12 and over DO NOT require ice shield) R905 2 7 1 T Building /Handouts esident,al 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 1 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 equipmeht. 72. Attic access required 22' X 30' min and shall be in hallway or other readily accessible location. R807 1 MECHANICAL. 73 Appliances located in a garage or carport shall be protected from damage from vehicles M1307 3 1 74 Gas appliances located in a garage shall be raised 18' min above finish 'floor G2408 2: (305 3) 75 Ductwork that extends below grade (such as in the garage floor) shall be encased in 2' min concrete on all sides and bottom in addition to the R -10 insulation foam board 603 8 IMC 76 Dryer exhaust ducts shall not exceed: 25 .feet in length The maximum length :of the duct .shall be reduced 2.5 feet for ,each 45- degree bend and 5 feet for each 90- degree bend Longer lengths in accordance with the manufacturer's listing will be allowed Screws shall not be used to connect any dryer duct materials M1501 3 7 7 Rex duct connections to sheet metal transition ducts shall have the inner sleeve taped with approved materials prior to securing the flex duct with a zip tie or similar fastener 304 IMC 78 Flex duct shall be supported every 4 feet and have no sag that exceeds 1 /2 per foot. 79 All exhaust fan ducts shall be connected to the fan housing and termination fittings with a minimum of 3 sheet metal screws and be sealed with approved tape or mastic. 80 Exhaust fans required 50 cfm in bathrooms 100 cfm in kitchen 50 cfm min. in laundry room and one fan sized for whole -house ventilation 302.2.2 WSVIAQ 81 Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom 82. Water heaters must be secured to structure with straps around tank at 1/3 points to resist lateral displacement. M1307 2 PLUMBING 83 Cleanouts shall be installed on all sinks and at the upper end of all building drains including any horizontal drain branches greater than 5 feet in length from the main line A cleanout shall also be installed on the exterior of the house within 24 inches of the foundation wall level with final grade and shall, have a threaded type cap installed 84 30" min width for toilet and 24 clear space in front of toilet (UPC) 85 Water heaters pressure relief and the required drain pan shall have a drain that is .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 less than Pex type is a coil material and is not allowed for this application Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 8 of 8 PtrlgheA' vrcck Lj 0 (Se) Peri11 +t- #06 -1511 BUILDING PERMIT APPLICA Applicant AT, L.A,r E D Property Owner ,Syq, Property Owner's AdJ.ress 11.4 0 Contractor Contractor's Address License Floor Areas CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Max. height of proposed structures 1 L (o a ft. Will a lawn sprinkler system be installed? ,.ro Will a fire sprinkler system be installed? Y65 Date Q, Print Name PO-4_ p b ELS 7' /=ah T Forms /Building Division /Bldg Permit.doc P.hdne 4 45 7 6 32Zjk„„) Phone Rc8 4814* Cce 4 fre31-- Po/�� r1wa 3 Phone Expires Occupancy group Occupant load Construction type Existincr (sq. ft.) Pposed (sq. ft.) PROJECT ADDRESS trio 51— Parcel Number¢ l on i ---`h? no l n Proiect Tyne Brief Description. 'CResidential Multi- family Commercial Check all that apply AjJlew Construction Addition Remodel Repair Demolition Re -roof Heat System Other 5'1 licit-G.- e E -mail Lot 1 Zoning ill CAA-It-9 Basement per sq ft. 1St Floor a.Z 5 4''E55 I $8).2,5xO 2 Floor 3 Floor Garage 61g`i 4 3o i 5Z0,. Carport Covered Porch 12. 5 5 2,1 Deck Shed Other 5 -Fo aid 4. 2 7 1 -10 00 r ier-g wes}ear- 9ervl ces 0 i 1'2-/ 23/155 (ald�s TION Print. In i inAc� ('h' s ■t meAer r s6 4_ For City Use On 1� y et Date Received 6q-1 ermit OP ate Approved ,t,House lxgarage other tear off re -roof lay over one layer *Heat pump wood- burning stove gas fireplace pellet stove other TOTAL VALUATION 2 63 341 1 Total footprint of structures 2.145 sq ft. T Lot size (1 9$ sq. ft. Lot coverage IS 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 19 15 of bedrooms of full baths of half baths 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 Signature a_. RS-1 Industrial 3 3 fil i. s t 157 t 05 14 4 7 t eiv-- k k.k- s 1 0 '4 I $0,1.A.. J 2 L.D. 22 10_ A tt L 3 8 q at 4 I 4. I" 81.1 41. .1 figh56 0 a "61 0.6. 6 r I S. 1r A t o lkei CITY GOVERNMENT Lot. I wA-Li- Address t l to LA) St City Po ems"' c State it- Zip 9 8 3(0 3 Contact. A —L.1jJ Phone 't5 7 D 38 Z. Phone 2 8a8 FAX. Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) _Glazing' Glazing:?U'- Factor Door Option. aArea r %otof 'U- ;Floor `Vertical- Overhead Factor PRESCRIPTIVE APPROACH SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information Building Department Use Only Permit Notes :VI% 1i Walt Wall Vaulted Interior :Exterior Slab on Ceiling• Ceiling Floor Concrete Grade Below Below :Grade: Grade Unlimited Group R 3 IV and R -4 0 35 0.58 0.20 .R 38 R 30 R 21 R 21 R 10 R -30 R 10 Occupancies Only This Project complies with the following. 1 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. 1 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 Type of Heat Source. t 4?" p (Jt2 T F ;rms /Building Division /Prescripin, Approa, Simple Form hoRI a` Please complete and return to Public Works Utilities Department Permanent service. Name and address of party responsible for permanent service billing? Contact Information Site contact: Contractor Electrician. Excavator Project Type Single- family residence Commercial Overhead service Underground service Project Information Street address lot number 'Nearest cross street: Desired connection date Electrical Load Electrical transformer. serving .property is. ti 1)00 sq ft.. Main disconnect size 2o 0 amps 120/240 1 ph ❑120/208 3ph 277/480 3ph 0120/240 3ph ❑480 3W 3ph Other 'I41 Standard residential loads (Lighting refrigerator dishwasher washer) T Range /Oven Hot Tub '�1 leating Pumps Hp) Elevator Hp) Other Please provide a copy of the following *Detailed plot plan (dwg or dxf format mandatory for subdivisions) *Electrical one -line drawing showing the service entrance panel and location `Connected load data. Size and locked rotor amps of all motors over 50hp Applicant's Signature r L)t, Q. C Te Total square footage Voltage Check all that apply No Load Change Name AKL A-tJ b E1- S o Street: 2.'-1 N Q o t'aC R D' 'City State ZIP pop An39Et.e-s 'Daytime Phone '(S7_0 38 (if other than above) Name (Daytime Phone 'Name 6 (-4) rJ6 !Daytime Phone 'Name (Daytime Phone 'Name 0c,t, !Daytime Phone Existing New Multi family ❑Subdivision ❑General service Other Description of work: t(Zo �c1gmac« M 1 t nu (4E /tom ❑A /C ton) Clothes Dryer Water Heater Gt.) Supporting Documentation Electrical Information Form Title Company Company Company Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 wet-- 92163 (4{57_0 381_ Home Phone residence of units of lots on a pole g, on the ground Date —t r —o9 MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 -4711 WS WF Inforiatlon form.xls N .P`SJko HTFN; ainal, antnrrmtion form :d 'I 5 -09 1 7 49, F PORT., l 'etoc A00 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Water /sewer permit and system Owner ELSTROM ARLAND 124 N POINT RD PORT ANGELES (360) 457 0382 Permit PUBLIC WORKS RES WATER Additional desc 3/4 DROP IN METER Permit pin number 139311 Permit Fee 230 00 Issue Date 12/23/08 Expiration Date 6/21/09 T \Policies \I 102 15 [10/08) Qty Unit Charge Per Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge 1 00 120 0000 Other Fees Fee summary WA 983638622 SANITARY SEWER HOOK UP 139329 120 00 12/23/08 6/21/09 BASE FEE Per EA SAN SEWER HOOKUP Charged Paid Credited Permit Fee Total 350 00 350 00 00 Plan Check Total 00 00 00 Other Fee Total 2390 00 2390 00 00 Grand Total 2740 00 2740 00 00 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 32) EAST 5TH STREET 08 00001549 950395 1120 WALKER ST 06 30 01 8 2 0010 0000 PUBLIC WORKS UTILITES RS11 RESDNT SINGLE FAMILY 0 user fee s Contractor OWNER SERV Plan Check Fee Valuation PORT ANGELES, WA 98362 Date 12/23/08 SEWER SYSTEM DELV CHARGE 1125 00 PW WATER SYSTEM USE FEE 1265 00 Due 00 00 00 00 00 0 Extension 230 00 Plan Check Fee 00 Valuation 0 Extension 120 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE 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 SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER 1 I I DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \Policies \1102 15 [10/08] RESIDENTIAL PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES 1 NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE DATE YES NO COMMERCIAL CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING COMMENTS DATE I ACCEPTED I Y ES I NO I I I I I I I I I I