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2014, 06-25 Permit App: BLD-2014-1493 RemodelSpokane ems' #Valley Community Development Department Permit Center 11703 East Sprague Avenue, Suite 8-3 Spokane Valley, WA' 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 perm itcenter©spoka nevallev.orq (Staff Use Only) PERMIT NUMBER: PERMIT FEE: RESIDENTIAL CONSTRUCTION PERMIT APPLICATION 0 NEW CONSTRUCTION Q DECK SITE ADDRESS: ASSESSORS PARCEL NO.: ADDITION/REMODEL E ACCESSORY BUILDING ® OTHER L✓; LEGAL DESCRIPtIOII: ��f`jtu o!e,5o RV BUILDING OWNER NAME: -S kc G NAME: ADDRESS: CITY: PHONE: Sho� i-tJers II )0C ZO q/ ivd(rh„.n sptic,4_ JUN 2 5 2014 FAX: STATE: War CONTACT NAME: PHONE: FAX: CSV PERM:T CENTER , I p9 - curs - ZIP:4HA #tV. f �ti 5 f CELL: CONTRACTOR NAME: SA - MAILING ADDRESS: CITY: STATE: ZIP: PHONE: • • COAX: CELL: CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.:'• DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: ****YOU MUST COMPLETE THE FOLLOWING**** N/A IF NOT APPLICABLE Height to Peak: Dimensions: No. of Stories: Total Habitable Space: Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ FT: Finished Basement SQ FT: Garage SQ FT: Deck/Covered Patio SQ FT: Impervious Surface Area: 300/0 Slopes on Property: No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic: TOTAL COST OF PROJECT: $ DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley permit Inure to the property owner. 3) The signatory Is the property owner or has permission to represent the property owner '• this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development code. eferenced =•es .re available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permit is not a per or appro y violation of federal, state or local laws, codes or ordinances. 6) Plans or additional Information may be required o b-` mitted - - quently approved before this application can be processed. Signature 411 Date: Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit_ _Residential_11-11-11.doc RESIDENTIAL CHECK LIST DIRECTIONS. Place a check mark in box next to each document required for complete submittal. o SITE PLAN o Property lines and dimensions o Direction arrow pointing North and orientation to streets o Proposed/existing buildings (footprint and dimensions) o Utilities, septic tank/drain field locations and distances o Setbacks to property lines ❑ Distance between buildings o Right of way/easement location & sizes o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) ❑ Elevations (Front/Rear/Sides) with roof peak and wall height including basement: o Foundation Plan (crawlspace, basement or slab on grade): o Footing sizes and locations o Perimeter concrete foundation wall sizes o Crawlspace ventilation O Floor Plan of each level (finished or unfinished) with dimensions: o Floor Joist direction, size and spacing 1 0 Header,.beam,or concrete lintel sizes o Brace wall panel locations o Water heater and furnace locations o Exhaust fan locations o Deck or concrete patio sizes and locations o Supporting wood cripple walls or beams o Thickened concrete pads supporting beams or girder trusses ❑ Roof Plan: o Engineered truss direction and spacing o Rafter and over frame direction, size and spacing ❑ Wall Section Detail including: Roof o Slope/ roofing material/ underlayment/ ice dam protection o Sheathing size and type Ceiling o Joist size and spacing Wall o Height/ top plate/ stud size and spacing/ sole plate o Exterior sheathing size and type Floor o Joist size and spacing Foundation Wall o Concrete or Masonry unit width o Earth to wood separation distance Footing o Size Radon o Passive system with 6mil vapor barrier Miscellaneous Construction Details O Deck: o Floor plan/ side view/ dimensions o Floor Joist/ decking direction, size and spacing O Stairway tread rise & run and nosing o Window and door location and sizes o Window well locations if applicable o Room usage labels o Smoke detector locations o Attic and crawl space access locations o Fire Wall construction o Ridge, eave and valley lines o Beam and girder size and location o Truss or rafter size, spacing & connection o Attic insulation/ air space baffle/ ventilation o Size of ceiling gypsum wall board o Siding/ exterior house wrap/ anchor bolts o Insulation, vapor barrier, gypsum wall board o Sheathing or concrete floor size/ insulation o Footing bottom to finished ground level depth o Horizontal & vertical reinforcement if any o Reinforcement if any o Active system with 6 mil vapor barrier o Footings/ post/ and beam size and locations O Handrail / Guard height & spacing WALL CONSTRUCTION MAX. HEIGHT 10' EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER - SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) MIN. 3"25"NET HEADER :: . I 6' TO 18' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3'O.C. TYR. 1000 LB STRAP OPPOSITE SHEATHING 1000 LE) STRAP FASTEN SHEATHING ID HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN ANO 3'O.C. IN ALL FRAMING (STUDS. BLOCKING AND SILLS) TYP. MIN.WIOTH =16"FOR ONE STORY STRUCTURE MIN. WIDTH = 24' FOR USE IN THE FIRST OF TWO STORY STRUCTURES MIN. 2x4 FRAMING } 3B'MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN./ DOUBLE 2x4 POST MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) I • SEE SECTION R602.10.3.3 I For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound fe - — . ' N. FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS HEIGHT 10' TYPICAL PORTAL FRAME CONSTRUCTION FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED. AND OCCUR WITHIN 24' OF MID - HEIGHT. ONE ROW OF TYP. SHEATHING -TO. FRAMING NAILING 15 REQUIRED. IF 2x4 BLOCKING IS USED, THE 2x4'S MUST BE NAILED TOGETHER WITH 316D SINKERS MIN. 1000 LB TIE DOWN DEVICE EXTENT OF HEADER (TWO BRACED WALL SEGMENTS) EXTENT OF HEADER (ONE BRACED WALL SEGMENT) MIN.3'x 11.25'NET HEADER HEADER SHALL OCCUR AT TOP OF WALL 2' TO 18' (FINISHED WIDTH) FASTEN SHEATHING TO HEADER WITH 80 COMMON NAILS IN 3' GRID PATTERN AS SHOWN AND 320.C. IN FRAMING AS SHOWN (STUDS AND SILLS) TYP. ` MINIMUM 1000 LB HEADER -TO -JACK STUD STRAP ON BOTH SIDES OF OPENING PER TABLE R602.10.4.1.1 \ (INSTALL ON BACKSIDE AS SHOWN ON SIDE ELEVATION) HEADER SHALL BE FASTENED TO THE KING STUD WIT 6-160 SINKER NAILS FORA PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED AND OCCUR WITHIN 24"OF MID HEIGHT. ONE ROW OF TYP. SHEATHING -TO -FRAMING (5 REQUIRED IN EACH PANEL 1.` WOOD STRUCTURAL PANEL STRENGTH AXIS MIN. (2) 2x4TYP. MIN. LENGTH BASED ON 4:1 HEIGHT -TO -LENGTH RATIO: FOR EXAMPLE: 24' MIN. FOR 8' HEIGHT BRACED WALL SEGMENT PER ft802.10.4 NO. OF JACK STUDS 1 Y PER TAB E R502.5( 8.2) TOP PLATE CONTINUITY IS REQUIRED PER SECTION R502.3.2 A A I I I I _ MIN. 2.5"x 'As"PLATE WASHER ANCHOR BOLT PER R403.1.5 TYP. SIDE ELEVATION 160 SINKER NAILS IN 2 ROWS 310.C. 1000LEHEADER- TOJACK-STUD STRAP ON BOTH SIDES OF OPENING '1,.' MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING For 5I: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound force = 4.448 N. FIGURE R602.10.3.4 METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C 172 2009 INTERNATIONAL RESIDENTIAL'CODE® City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-688-0037 Following Is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detail as a portion of your plan submittal, please complete the requested Information in the boxes provided on both sides of this sheet This completed sheet, along with any additional information. needs to be submitted with your apllication and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN DWELLINGS AND PRIVATE GARAGES SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: ' 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) • 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8', OR 20 MINUTE FIRE RATED DOORS. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM 400 SQ. FT. TO 3000 SQ. FT. SECTION A -A, a IIIIII I Ia1j11_ 1-111111® IIII_�I13. (2)44 REBAR I NOTE: Diagonal wall bracing required on each comer and every 25 feet of wall. Walls within 3 feet of a property line or within 6 feet of a dwelling must be 1 hour rated. (5/8"type "X' gypsum sheathing on both sides of wail). Openings are not permitted in these walls. Garages over 3,000 sq. ft. require protection when closer than 20 feet to the property line. Parapets may be required. ENGINEERED TRUSS OR RAFTER SIZE ANO SPACING x v @_24_0.C. (tImr- le ROOFING MATERIAL 1 --AZ ROOFING PAPER 7/1 O.3 ROOF SHEATHING 24" MIN. 1 .1.174 6" MIN. 24"MIN. (2) /4 REBAR SOLID BLOCKING BETWEEN TRUSSES DOUBLE TOP PLATE WALL HEIGHT Rte; yt• w - II SAMe SIDING r 6" MIN. I. PRESSURE TREATED \OLE PLATE 3-1/2" CONCRETE SLAB IIIII�I_!I� 'T' !IIID, AN'HOR BOLTS 24" MIN. 6' MIN. 12"x9" MIN. (7" O CONCRETE) 6' C. OR APPROVED HOR INSTALLED ER MANUFACTURER. FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: w S11 Peep GARAGE OPENING AND HEADER SIZE: /620- J4 wrl2 -3o Dee? INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. C7 z w J E RIDGE LINE WIDTH '17 T Please note that while every effort is made to assure the accuracy of the information contained in this brochure is not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division. t ■ 1 ■■■■ ■EM■M= MEM ■■■■■ ■■■■■MEM N ■M■■■■ ME= ■MME■. MIME ■. ••• ME ME ME ME MEM ME MEME r� ME ME ■■ rME ■E ME MEMO ■■■E■■ MEM OEM 4 ■■■■■■.■■■■■■M■.■ ■■■.■■■■EMM 92- ' �4ib�r 3 AJ9M.o. I aw t�O t . • y ■■■■M■■■■ mommom mom re WS =mom r. 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