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Home My WebLink About808 E. 10th Street Address: 808E 10th Street PREPARED 7/06/16, 11:12:47 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/06/16 - -------- ------- ADDRESS . : 808 E 10TH ST SU13DIV: CONTRACTOR SERVPRO OF CLALLAM/JEFFERSON C PHONE (360) 683-0773 OWNER JAMES T ALLISON PHONE (360) 461-7765 PARCEL 06-30-00-0-3-3535-0000- APPL NUMBER: 16-00000230 RES REPAIR ------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------------------------- - ---------------------- BL3 01 3/17/16 PB BLDG FRAMING 3/18/16 AP March 17, 2016 12:51:47 PM pbarthol. CALL Claudio 461-3555 March 18, 2016 11:28:44 AM pbarthol. BL3 02 3/22/16 JLL BLDG FRAMING 3/22/16 AP March 22, 2016 8:40:02 AM jlierly. Holly 683-0773 March 22, 2016 4:16:12 PM jlierly. BL3 03 4/27/16 JLL BLDG FRAMING 4/27/16 AP April 27, 2016 9:14:55 AM jlierly. Cluadio 461-3555 /jessica in the office./jll April 27, 2016 4:18:57 PM jlierly. BL99 01 7/06/16 J BLDG FINAL July 5, 2016 10:02:39 AM pbarthol. Ted 461-7765 Karla 460-0078 July 6, 2016 11:08:48 AM pbarthol. --- ----------------- ------ --- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION - 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 16-00000230 Date 2/22/16 Application pin number . . . 131040 Property Address . . . . . . 808 E 10TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-3535-0000- REPORT SALES TAX Application type description RES REPAIR on your state excise tax form Subdivision Name . . . . . . Property Use to the City of Port Angeles Property Zoning . RS7 RESDNTL SINGLE FAMILY . . . (Location Code 0502) n Application valuation .-. 14000 V ----------- ----------_------------------- Application desc repair fire damage/chimney/window well. . . ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JAMES T ALLISON SERVPRO OF CLALLAM/JEFFERSON C �- PO BOX 421 190 CENTER PARK WAY PORT ANGELES WA 98362 SEQUIM WA 98382 (360) 461-7765 (360) 683-0773 Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc REPAIR FIRE DAMAGE Permit Fee . . . . 263.75 Plan Check Fee 171.44 r Issue Date . . . . 2/22/16 Valuation . . . . 14000 W Expiration Date 8/20/16 Qty Unit Charge Per Extension BASE FEE 95.75 12.00 14.0000 THOU BL-2001-25K (14 PER K) 168.00 ---------------------------------7------------------------------------------ Special Notes and Comments February 22, 2016 11:53:28 AM pbarthol. work to repair fire damage no land use problems anticipated. ---------------------------------------------------------------------------- ' Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 263.75 263.75 .00 .00 Plan Check Total 171.44 171.44 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 439.69 439.69 .00 .00 M 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 isnot 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_aomplied ith wheth pecified herein or not. The granting of a permit does. not presume to give authority to violate or cancel t o ' ion ny st r local law regulating construction or the.perform ance of construction. Date Print Name Signature of C - ractor 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 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 MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s [ESA: EPA: Parkin /Lighting Landscaping HORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type _ Date Accepted By Electrical 417-4735 Construction -R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 THE ! ! For City Use CITY OF Permit# W A S H I N G T O N, U. S. Date Received: -1/67/7 �(p 321 E 51h Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 ` �t Email:permitsOcityofpa.us BUILDING PERMIT AP LIGATION Project Address: '�'® Phone: �- Prima Contact: Email: ! . () Name Phone Property Ma' ' A d ess . tom- Email Owner � ' r94 EWA/ State ro rt—' Name G�q` Phone La G — �� Contractor Address �v E ed T�/, qr Information City State G zip Contracto cense# Exp.Date: lLV Legal Description: Zoning: Tax Parcel# Project lue: (materials and labor) $ L Residential Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes D No Existing? Yes D No In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwate EggDatea.us Project Descri tion `-a , I (� 116, V0 b 1M6yV))(-; . Is project in a Flood Zone: Yes ❑ No, 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 i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. �. Date Print Name ig ature 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 2 nd floor) Garage Carport 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 Lot Size(sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage(Total lot cov_lot size) Max Bldg Height all structures sq ft Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov-lot size) 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/Mise. 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 Vent 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 FORMS\Current BP Application\Building Permit 4-17-13.docx _ I 72 _ L lac I(7T 5-�� 7}A1v 6L1 r inti F I _ I r 5e _ -- L — _ TL- o I 1 - - - I _ r - _ - - - r - - - - -- -_ i I � t - - _ Vv C i r tt _. �O �C3277-7STEW _ ^� k 6._ 1 } 4"0 PVC DRAIN TO DAYLIGHT DRAIN WILL SLOTTED GRATE PREFAB EGRESS WINDOW WELL 9 S.F.MIN. GENERAL NOTES 2x PT HF#2 EA.SIDE 1. Engineering Design loads: , &BTM OF OPENING Roof live load:25 psf(snow)ELEVATION<625' m z ATTACH TO CONC.WALL W/ Wind loading based on:130 mph/Exposure"C" o 0 T-0" (4)Y" TITEN HD SCREWS, Seismic Zone: D per I.B.C. w � N ewe — Ud MATCH WIDTH OF CONCRETE WALL WITH 2. Construction shall conform to these plans and all applicable codes and local ordinances = 'o FRAMING including the 2012 Edition of the International Building Code. a w ti M a o w 4040 SLIDERWOOD FRAMING NOTES CENTER W/ NEW 4x6 HEADER WINDOW ABOVE 1. All framing shall be as follows unless noted otherwise on the plans. -- EX.CONC.WALL W a. Headers and beams shall be Douglas Fir/Larch No.2 or better. CLIP HEADER TO b. All wood members in contact with concrete or soil shall be pressure treated Hem/Fir No.2 or STUD WITH A35 CLIP better. [ o .,_ w EACH END 3 > 0 2. Plywood sheathing shall be grade C-D,exterior glue or Structural II,exterior glue in A conformance with IBC standard 2304.6. Oriented strand board of equivalent thickness, O exposure rating and panel index may be used in lieu of plywood. Sheathing fasteners shall be W o 1 driven flush to face of sheathing with no countersinking permitted.Nailing shall be per IBC Table 2304.6.1 unless noted otherwise on plans and/or in shear wall schedule. Z Q w ¢ Z 3. Timber connectors called out by letters and numbers shall be Simpson Strong Tie F' Z U) Connectors. Provide the number and size of fasteners as specified by the manufacturer's a BEDROOM recommendations.All bolts in wood members shall conform to ASTM A307.All connectors o used with pressure treated wood shall be ZMAX,Post Hot-Dipped Galvanized,or SST300 W o NOTES: (Stainless Steel).Use only stainless steel fasteners with stainless steel connectors. Use only A— LL 1.ALL DIMENSIONS TO BE FIELD Hot-Dipped Galvanized fasteners with ZMAX and Post Hot-Dipped Galvanized connectors. tj w VERIFIED BY CONTRACTOR Stainless steel is recommended for treated wood with an ACQ retention value of 0.60 or higher. 2.CONTRACTOR IS RESPONSIBLE o O FOR ALL TEMPORARY SHORING 4. PRESSURE TREATED WOOD: AND SUPPORT DURING CONSTRUCTION All wood shall be treated with ACQ unless approved by Engineer.Pressure treated wood called out on plans shall conform to AWPA Standard U1-10 with preservative retention for the CO following applications as follows: ¢ -- a.UC313-Above ground(0.25) b.UC4A-In contact with ground(0.40) 0 3 EX.FLOOR BEAM/BEARING WALL c.UC4B-Embedded in ground or concrete(0.60) 3 Q 5. All bolts,threaded rod and lag screws shall be tightened on installation and retightened co w a rn before closing in or upon completion of the job. or W 3 6. All bolts,lag screws and threaded rod shall be provided with washers where the nut head bears on the wood. Washers shall have a minimum dimension of at least two bolt diameters. W W o d FLO 0 R LANz 7. All nails for structural work shall be common wire nails as indicated on the plans or ICC F Seale: 1/4" = 1' approved mechanically driven fasteners of equivalent holding strength. Nail size and spacing z shall be as required by the IBC Table 2304.9.1 and as specified on these plans. � � U 8. All connections between wood members not specifically detailed heron shall be nailed with SCALE: SIDING PER OWNER OVER the minimum nailing specified in IBC table 2304.9.1. AS NOTED AIR BARRIER OVER EX.WALL ABOVE %6"OSB NAILED W/8d @ 6/12, POST INSTALLED ANCHOR NOTES: DATE: EXTEND TO BTM OF HDR 2/4/2016 EX.FLOOR JOISTS 1.Anchor shall have 360°contactwith the base material and shall not require oversized holes for installation. NEW 4x6 HEADER Fasteners shall be manufactured from carbon steel,and are heat treated.Anch.ash@II be zinc plated in accordance with ASTM B633 or mechanically galvanized in accordance with ASTM 66A95ohor shall have been tested and FILE: qualified for performance in cracked concrete per ACI 355:2 and ICC-ES"AK93.Anchors are not to be reused after 16028 Si initial installation.Screw anchors shall be Titan HD'anchors from Simpscn'SVgpg°ee.Install per manufacturers JOB NO: PREFAB EGRESS recommendations. '" 16028 _H WINDOW WELL I NEW 4040 SfrYt� �C/F! Ci \ EGRESS WINDOW / \ \ z_ PT 2x4 HF#2,ATTACH TO +1 0_1� Cool? """ \�\\/ CONC.WALL W/ (((/ O i ! (2)Y4"0"TITEN HD SCREWS C�OZ EX.FULL HEIGHT CONCRETE WALL,CUT AS NECESSARY CITY OF PORT ANGELES-C /\\ FOR WINDOW INSTALLATION 'o EX.CONCRETE SLAB The Issuance of this permit baled upon t�� o �F 327770 � �� specifications and other data shall so 1 `�`S �/STER building official from dwe,40 S�oNAL 6N INSTALL 4"0 IN AND TO %\\// `//\\//\\ \\/�\i� corl'ection of errors in said ipng WWWX DAYLIGHT /\\/�\ \\/�\\/��\�/ being carried nher data. or r from when In Yld- SHEET codes and ordinances of this jurisdiadut>L ALL WORK SUBIECf TO F1UM A WALL SECTION Datee( f QU Scale: N.T.S. G/ yu�� 14/s(-� (✓�