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Home My WebLink About1530 W. 4th Street Address: 1530 W 411 Street PREPARED 6/15/15, 10:34:55 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/15/15 ----------- --- ADDRESS . : 1530 W 4TH ST SUBDIV: CONTRACTOR : PHONE OWNER THOMSEN MARCUS L PHONE PARCEL 06-30-00-0-1-2620-0000- APPL NUMBER: 15-00000408 RES ACCESSORY BUILDING ----- ---------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------------- - - BLFO O1 5/01/15 JLL BLDG FOUNDATION 5/01/15 AP May 1, 2015 8:30:03 AM jlierly. 775-1809 May 1, 2015 4:41:14 PM jlierly. BL9 01 6/01/15 JLL BLDG SHEARWALL 6/03/15 AP June 1, 2015 11:12:29 AM jlierly. Phil 460-2151 June 3, 2015 3:17:16 PM jlierly. BL3 01 6/15/15 J BLDG FRAMING June 15, 2015 10:38:08 AM jlierly. BL99 01 6/15/15 JLL BLDG FINAL June 15, 2015 10:37:46 AM jlierly. phil 460-2151 --------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000408 Date 4/29/15 Application pin number . . . 882424 Property Address . . . . . . 1530 W 4TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-1-2620-0000- REPORT SALES TAX Application type description RES ACCESSORY BUILDING Subdivision Name . . . On your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY . Application valuation . . . . 14500 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 206 sq ft CARPORT ---------------------------------------------------------------------------- Owner Contractor THOMSEN MARCUS L OWNER 1530 W. 4TH ST PORT ANGELES WA 98363 Other struct info . . . . . :HARD SURFACE AREA W ------------ -------------------------------------------— o Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc 206 SQ FT CARPORT Permit Fee . . . . 277.75 Plan Check Fee 180.54 Issue Date . . . . 4/29/15. Valuation 14500 Expiration Date . . 10/26/15 Qty Unit Charge Per Extension /l BASE FEE 95.75 1' 13.00 - 14.0000 THOU BL-2001-25K (14 PER K) 182.00 A --------------------------- -- W Special Notes and Comments The Fire Department has reviewed the project application and has no comments April 27, 2015 10:23:46 AM banders. OK The existing building sewer may be located at the same location of the proposed construction. Any modification or damage to the existing building sewer will require other permits and inspections. ` -------------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 --------------------------- ------------------------ ------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -- r Permit Fee Total 277.75 277.75 .00 .00 Plan Check Total 180.54 180.54 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 462.79 462.79 .00 .00 l� 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. Lt z`l[ (6' Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) 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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments 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 FINAL Date Accepted b 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 Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit tORTANGELESFor City Use CT 4F� Y Permit# vV A S H I Fa G T O N , U . S . -Date Received: "D- 321 E 5",Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email: permits6;3citvofoa.11s BUILDING PERMITT PkICAT I®N Project Address: 15-a>O W - i� - Phone: PrimaEy Contact: Email: Name Phone a1-74-1 Property Mailing Address � Email Owner ' ' City State zip NameJ/ ;;O � Phone Contractor Address Email In city State zip Contractor License# Exp.Date: Legal Description: Zoning: =arcel Project Value: (materials and labor) Residential Commercial ❑ Industrial El Public ❑ Permit Demolition Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the foIlowingy, fall out both pages of permit application: (check New Construction '� Exterior Remodel ElAddition El Tenant Improvement Elappropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes ❑ No ff7, Existing? Yes ❑ No`O In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to Nv,w.sto=m ,ater a citvofva.tls Project Description E',1 ;% � W rpt: 7� ✓t/ 1 Is project in a Flood Zone: Yes ❑ Nom; Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the 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 work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within iSo days of submittal,the application will be considered abandoned and the fees will be forfeited. Aa Iq L' Date Print Name Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30" or a° floor) Garage Carport 264 Other(describe) Area Totals Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations of Size (sq ft) Lot Coverage (sq ft)foot print of %Lot Coverage (Total lot cov_lot size) Max Bldg Height &4 $CO I all structures 116-4 sq ft Z2 .6-46 0/ 2 ' Oh Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov lot size) Z Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended, Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # __] re air/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # Plumbing Vert piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORM S\CurrentBP Application\Building Permit 4-17-11docx I I I I I I I I I I I I I I I I I I I I I j EXISTING j RESIDENCE I I I I PROPOSED CARPORT c o I CENTER LINE OF ALLEY 6'— 5 13'-6" 30'-3" &o az SITE PLAN 9. MAXIMUM SHEAR = 770 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 18" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 10. MAXIMUM SHEAR = 870 P.L.F. USE 1/2" SHEATING — BOTH SIDES OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3 1/2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 20" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 11. MAXIMUM SHEAR = 980 P.L.F. USE 1/2" SHEATING — BOTH SIDES OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 18" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 12. MAXIMUM SHEAR = 1,200 P.L.F. USE 1/2" SHEATING — BOTH SIDES OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITHANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 14" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 13. MAXIMUM SHEAR = 1,540 P.L.F. USE 1/2" SHEATING — BOTH SIDES OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 11" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 14. MAXIMUM SHEAR = 1,740 P.L.F. USE 5/8" SHEATING — BOTH SIDES OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 9" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. r :� r.S•`�„�`�y�f' *�� ,.. . .. 1. Yg� `,� tt , A; LA r \ t 1 4 a his •^' tt si; _ N ,S Fb Nu YU •. wry "y r - LBEV. ,§AW " .' ru. Lax �. ' i. A,_• 319 s,peabody, suite b;port angeles,wa 98362 360.452.6116/fax 360.452.7064TITS^; . ,V`F^' ul��y�." e7Stp34"SAnu4Kbo.3lAS Project: Project No. � .. '. r , - S.ub�ectt' � , ' By Date: ? _5. Sheet . of ' " i i i i 1 LINDB R0 � A A R C H I , � C T S. 319 S.Peabody,Sure B.,Port Angeles,VrA 98362 360.452.6116./fax 360.452.7064 coniact0lindazch com/vmw.lindarth.com Project: -. I Proiect No. Subject: 'D Date: —sheet—of SHEAR WALL SUMMARY L H V V/L SW VH-WL/2 POST HOLD DOWN I - I/ALLOFrrNmma,FFO/FORMS/SEEARV',tAL j Aon ❑ l 1 s� Ay j � �4 d• � I I ��l ❑ I I SpA j I � I • I 3m I I i _ 1 I rl I j SHEAR WALL PLAN SHEAR WALLS SCALE: 1/4 -1-0 9. MAXIMUM SHEAR-770 PLF. USE 1/2'SHEATING-ONE SIDE OF WALL NAL ALL EDGES WITH 10d NAILS AT 2'O.C.STAGGERED. FOR FRAMING,USE 3X OF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED,BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROADE 5/8'DIAMETER ANCHOR BOLTS AT 18'O.C.MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS.