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Home My WebLink About1315 E. 5th Street Address: 1315E 51" Street PREPARED 3/04/14, 9:07:26 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/04/14 -------------------------------------------------------------—---- —----— ---- —----— ADDRESS . : 1315 E STH ST SUBDIV: CONTRACTOR AMERICA'S ELITE INC PHONE (360) 912-1412 OWNER Fed Home Loan Mortgage Corp PHONE PARCEL 06-30-11-5-4-0500-0000- APPL NUMBER: 14-00000197 RES REPAIR ------------------------------------------------------------------------------------------------ PERMIT= BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------- BL3 01 3/04/14 BLDG FRAMING March 4, 2014 9:07:01 AM pbarthol. BL99 01 3/04 14 L BLDG FINAL March 4, 2014 9:06:46 AM pbarthol. ------X---------- -- COMMENTS AND NOTES 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 by 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 I Gas Line Wood Stove/Pellet/ChimneyR Commercial Hood/Ducts \ FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Li htin 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 1 Building 417-4815 G CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION ® 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000197 Date 2/26/14 Application pin number . . . 419782 Property Address . . . . . . 1315 E 5TH ST ASSESSOR PARCEL NUMBER: 06-30-11-5-4-0500-0000- Application type description RES REPAIR REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY to the City of Port Angeles Application valuation . . . . 4992 --------------------------------------------------------------- (Location Code 0502) Application desc rebuild of back deck ---------------------------------------------------------------------------- Owner Contractor Fed Home Loan Mortgage Corp AMERICA'S ELITE INC 1315 E. 5th St. 370 RIVER ROAD Q PORT ANGELES WA 983624709 SEQUIM WA 98382 (360) 912-1412 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc REBUILD DECK PER PLANS Permit Fee . . . . 137.75 Plan Check Fee 89.54 Issue Date . . . . I 2/26/14 Valuation . . . . 4992 Expiration Date 8/25/14 Qty Unit Charge Per Extension BASE FEE 95.75 3.00 14.0000 THOU BL-2001-25K (14 PER K) 42.00 ---------------------------------------------------------------------------- Special Notes and Comments February 25, 2014 3:25:52 PM sroberds. The proposal will allow a deck rebuild 8' _x 52' for a total lot coverage of 27%. No land use issues anticipated. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 137.75 137.75 .00 .00 Plan Check Total 89.54 89.54 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 231.79 231.79 .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. r Date �rikac e Slgna ure f Contractor or Authorized Agent Signature of Owner(if owner is builder) i T:Forms/Building Division/Building Permit TH Calv OFP 1�> E y f For City Use Permit# 9 W A S H e N G r o N, U. S. Date Received: Ala, /c 321E 51h Street Date Approved 1 ) Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permitsOcitvoF a.us BUILDING PERMIT APPLICATION Project Address: %�/,S674 St- ��T;,l e- f,(-)A qJ-3 6z � Phone: v Primary Contact: !lobt/it!vrr4 Email: C4-rn ee—%-fe Sr d U o , Name //✓1!A G7'Me 6��1 /�/j9Gi Phone 0 "y5 ®ys� Property Mailing Address Email Owner City Z) State CX-)A Zip Name / r-- Phone Contractor Address Email 765- 6,). 4,1alA rvr,f 741 a--" riir'eCLil e— c sv- Information city State " zip ✓h w � Contractors License# C L 4 MCiUEIT k-7 13 Exp.Date: f_,?- O Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor) $ Residential 151'' Commercial ❑ Industrial ❑ Public ❑ /1 Permit Demolition ❑ Fire ❑ Repair �all Reroof(tear off/lay over) ❑ G Classification For the following, fill out both pages of permit application: (check New Construction ❑ Exterior Remodel Addition ❑ Tenant Improvement ❑ appropriate) Mechanical 11Plumbing ❑ Other 1:1Fire Sprinkler System? Proposed Bathrooms Proposed Bedrooms Irrigation System? Yes E3 No )XI Yes ® No�� )A- Project Descri tion C_�_ CA N I x c rp-e Is project in a Flood Zone: Yes ® N 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 Nam`e=/:�J�/ 6�� Si nature Residential Structures For Office Use Area De'scriptian-(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or i° floor) L� `�/!f i Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value 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) %Lot Coverage(Total lot coverage_lot size) Site Coverage (Sq Ft of all impervious) %of Site Coverage(total site coverage_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 # repair/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 # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx r FLOORS R506.2.4 Reinforcement support. Where provided in or approved decay-resistant species, and a 2-inch (51 mm) slabs on ground, reinforcement shall be supported to nominal lumber band joist bearing on a sill plate or wall plate remain in place from the center to upper one third of the shall be constructed with '/Z-inch (12.7 mm) lag screws or slab for the duration of the concrete placement. bolts with washers in accordance with Table R507.2. Lag screws, bolts and washers shall be hot-dipped galvanized or stainless steel. SECTION R507 R507.2.1 Placement of lag screws or bolts in deck led- A DECKS gers and band joists.The lag screws or bolts in deck led- R507.1 Decks.Where supported by attachment to an exterior gers and band joists shall be placed in accordance with wall, decks shall be positively anchored to the primary struc- Table R507.2.1 and Figures R507.2.1(1) and R507.2.1(2). ture and designed for both vertical and lateral loads. Such R507.2.2 Alternate deck ledger connections. Deck led- attachment shall not be accomplished by the use of toenails or ger connections not conforming to Table R507.2 shall be nails subject to withdrawal.Where positive connection to the designed in accordance with accepted engineering prac- primary building structure cannot be verified during inspec- tice. Girders supporting deck joists shall not be supported tion, decks shall be self-supporting. For decks with cantile- on deck ledgers or band joists. Deck ledgers shall not be vered framing members, connections to exterior walls or supported on stone or masonry veneer. other framing members, shall be designed and constructed to resist uplift resulting from the full live load specified in Table R507.2.3 Deck lateral load connection. The lateral load R301.5 acting on the cantilevered portion of the deck. connection required by Section R507.1 shall be permitted R507.2 Deck ledger connection to band joist. For decks to be in accordance with Figure R507.2.3. Where the lat- supporting a total design load of 50 pounds per square foot eral load connection is provided in accordance with Figure (2394 Pa) [40 pounds per square foot (1915 Pa) live load plus 507.2.3, hold-down tension devices shall be installed in 10 pounds per square foot(4 79 Pa) dead load],the connection not less than two locations per deck, and each device shall between a deck ledger of pressure-preservative-treated have an allowable stress design capacity of not less than Southern Pine, incised pressure-preservative-treated Hem-Fir 1500 pounds (6672 N). NO.8 SCREWS AT 24 IN.O.C. / 1 TOP AND BOTTOM(TYP.) ) I 1 1 1 HEADER JOIST, +i 2-C-SHAPE AND A TRACK } 4-NO.8 SCREWS THROUGH EACH LEG + OF CLIP ANGLE(ONE SIDE OF CONNECTION)MINIMUM LENGTH EQUALS r JOIST WEB DEPTH MINUS V IN. x� t MINIMUM 2 IN.x 2 IN.CLIP ANGLE s+ WITH 4 NO.8 SCREWS THROUGH EACH LEG,BOTH SIDES OF CONNECTION / JOIST I I � I 1 TRIMMER JOIST, 2-C-SHAPES AND ATRACK ` 2-NO.8 SCREWS THROUGH WEBS AT 24 IN.ON CENTER (TYR) For SI: 1 inch=25.4 mm,1 foot=304.8 mm. FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION:FLOOR HEADER TO TRIMMER CONNECTION-8-FOOT OPENING 146 2012 INTERNATIONAL RESIDENTIAL CODE® FLOORS TABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH-NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOIST`,',9 (Deck live load=40 psf,deck dead load=10 psf) JOIST SPAN 6'and less 6'1"to 8 8,1"to 10 10'1"to 12 1 1211-to 14' 14'1"to 16' 16'1"to 18 Connection details On-center spacing of fasteners4 '/2 inch diameter lag screw with 15/32 inch 30 23 18 15 13 11 10 maximum sheathing' 1/2 inch diameter bolt with 15/32 inch maximum 36 36 34 29 24 21 19 sheathing 1/2 inch diameter bolt with 15/32 inch maximum 36 36 29 24 21 18 16 sheathing and /2 inch stacked washers For SI: 1 inch=25.4 mm, 1 foot=304.8 mm.I pound per square foot=0.0479 kPa. a. The tip of the lag screw shall fully extend beyond the inside face of the band joist. b. The maximum gap between the face of the ledger board and face of the wall sheathing shall be'/2 inch. c. Ledgers shall be flashed to prevent water from contacting the house band joist. d. Lag screws and bolts shall be staggered in accordance with Section R507.2.1. e. Deck ledger shall be minimum 2 x 8 pressure-preservative-treated No. 2 grade lumber,or other approved materials as established by standard engineering practice. f. When solid-sawn pressure-preservative-treated deck ledgers are attached to a minimum 1-inch-thick engineered wood product(structural composite lumber, laminated veneer lumber or wood structural panel band joist),the ledger attachment shall be designed in accordance with accepted engineering practice. g. A minimum I x 9'/2 Douglas Fir laminated veneer lumber rimboard shall be permitted in lieu of the 2-inch nominal band joist. h. Wood structural panel sheathing,gypsum board sheathing or foam sheathing not exceeding 1 inch in thickness shall be permitted.The maximum distance between the face of the ledger board and the face of the bandjoist shall be 1 inch. TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledger' 2 inches' '/4 inch 2 inches' 15/8 inches' Band Joist` 3/4 inch 2 inches 2 inches' 15/8 inches' For SI: 1 inch=25.4 mm. a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1(1). b. Maximum 5 inches. c. For engineered rim joists,the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.2.1(1). Z STAGGER FASTENERS M IN 2 ROWS Qpp pQ p 5.5"MIN.FOR 2 X 8` 'DISTANCE SHALL BE PERMITTED TO 5"MAX. 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS O O O 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2"MIN. BAND JOISTS. LEDGER LAG SCREW OR BOLT 3/4"MIN. For SI: I inch=25.4 mm. FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 2012 INTERNATIONAL RESIDENTIAL CODE® 147 FLOORS R507.3 Wood/plastic composites. Wood/plastic composites R507.3.1 Installation of wood/plastic composites. used in exterior deck boards, stair treads, handrails and Wood/plastic composites shall be installed in accordance guardrail systems shall bear a label indicating the required with the manufacturer's instructions. performance levels and demonstrating compliance with the provisions of ASTM D 7032. EXTERIOR SHEATHING EXISTING STUD WALL EXISTING 2x BAND JOIST OR ENGINEERED RIM BOARD 2"MIN, I DECK JOIST MIN.t 5"MAX. 11 LAG SCREWS OR BOLTS 2"MIN. i ..0..4 •a4 • 0. FLOOR FRAMING + •+ -+ ,;�••�;�••�; JOIST HANGER EXISTING FOUNDATION WALL—'—O."' •• y; For SI: 1 inch=25.4 mm. FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS HOLD-DOWN OR SIMILAR TENSION DEVICE FLOOR SHEATHING NAILING AT 6 IN. MAXIMUM ON CENTER TO� JOIST WITH HOLD-DOWN + + + + + + + + + + JFLOOR JOIST 3A DECK JOIST For SI: 1 inch=25.4 mm. FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS 148 2012 INTERNATIONAL RESIDENTIAL CODE® i .J i I � ! Z CITY OF PART ANGELES—C jnsMidVnn*nr, The Issaance this p4mi`1-4-1 naorj these tans,spy i c,ationsl and otlier dat? r nat p t,the b Wing o#icial s ;11-I'm thereafter reor -#ag the icorrer"M of Tors in?said plans,ispecdiiiitim ind othir data, if from preventing _ budding operations [ ng carried on!ts creu-Wer wh n in j ioiation of all codes 7s;a ori . of thi� ju/rissdi/�ttiion ri ^ `✓ Approval Date By �� i0L Ce VV1 C J�j (�Z�) C:>, L4 S n-eS /, °�! m, i_ _.. :. _ .•. ,� � '" .yam .�'� ~ ._ � � '& .:.. `` ,' r�- _ �. ..t �L '+ .. � \ �� ., r r .• a{� .fir�,�. :...'.�`_',. "'t.•yx., �� :. <�,. x < ry' Y I�'r# .� j s �, .._ .:, a.„ �.. Y �.. y �' �, �s �� a� ��A33aTr �:. �,. � � ` ## i '� Y� _ _ _,. -„ �*1:, I �� tai dl'.�. ..` -.. _ il �.��f`,I�I� � `�l.`£ y ,_ ,. ;. ,.: ,. �a,. 3� r '� ;z j �• r __ E' `- ��! �-_�' _ ��I C l�C..�� C✓k �f �� Cc�f�'� _- = - - _- s I --______ ______-__- -'__i -+_ �� i:, �j' iia_�� v 7 ��.'4 P l fi ^ 1`�► d• y PW 4 -Alt .y ,r y r \ M � Y .J' r4