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2013, 12-17 Permit App: BLD-2013-2560 GarageSpokaneAnk jValley Community Development Residential Construction Permit Application Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org PERMIT NUMBER: PERMIT FEE: New Construction Accessory Bldg Addition/Remodel Deck n Other: SITE ADDRESS: /3 p 1 L 4-yoQ f Zi'fl ASSESSORS PARCEL NO: .6-50 f33. Too lO LEGAL DESCRIPTION: 2.0./ Y3A,55io0 Building Owner: DIMENSIONS: .21' cu /. z -5t /4/ r )) Nae: , hC7 Dnti ok 6; ll u1I y ) Address: 2 D FLOOR SQ. FTG: V City: State: Zip: Phone:9 _ (p70 _ 53 ?3{v Fax: GARAGE SQ. FT,P: -z- If 2— Contact Person Name: " i y -LQ 141-6 $D f\ Phone: 517cf — 9 S'j- 3 yZ 3 Contractor: DIMENSIONS: .21' cu /. z -5t /4/ Name: M444, fri260460.5 ac. (Ja/ u1I y ) Address: 15-7A3,E,, 6419r► e vovN 2 D FLOOR SQ. FTG: V City: 5,0ketwVG/ State: vim_ Zip:9903-7 Phone: c0q 9c3 _3y2- Fax: GARAGE SQ. FT,P: -z- If 2— Contractor Lic No: Exp Date: 30% SLOPES ON PROPERTY: C0 City Business Lic. No: 0 0 I _ 15s 5Z1 5/30 4/1 dk Describe the.scope,of work in detail: Cost of Proje t: $ 1 Proposed Use: **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: l61' DIMENSIONS: .21' cu /. z -5t /4/ # OF STORIES: TOTAL HABITABLE SPACE: U MAIN FLOOR TO SQ. FTG: 0f� 2 D FLOOR SQ. FTG: V UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE ss AREA: Z FINISHED BASEMENT SQ. FTG: D55 GARAGE SQ. FT,P: -z- If 2— DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: C0 # OF BEDRQDMS: (� CONSTRUCTION TYPE: kni HEAT SOURCE: SEWER �SEPTIC? The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of 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 in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. SIGNATURE: •Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 2/15/07 0 Check ❑ Mastercard Expires: DATE: DQE /7/ ZO/ 1 ❑ VISA VIN#: Sciiiikane 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhatt@spokanevalley.org • Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. O Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. O Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. O Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan O Insulation information • • I-UUNL)A I IUN PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. Ihr BUIL DING DIMENSIONS: 2 3 /X Zi GARAGE OPENING AND HEADER SIZE: /b , 373) / 7 or 5/5x./1 J INDICATE THE LOCATION AND SUE OF ALL WINDOWS AND DOOR$ ON THE PLAN! - ; ,'"0 � f7�IYL� WIDTH N 1 / ! RIDGE UNE r /-W--/4- 1 •Y, _K •.. • - - - vV• ♦ • • w•• Please nate that white every effort Is made b assure the accuracy of the intonation contained in this brochure is not warranted for accurst:y. Thi document IS not Intended to address all aspects or regulatory requirements for a project and should serve as a slatting po for your investigation. For detailed information on a particular project, permit, or cosh requirement refer directly „ fie' codefregutatory documents -or contact the appropriate li on. 2c/ / /it ' I NOISI 10 a A311VA 3�011. ' • • • S 3ONVI1d1100 3000 I10d 03M31A31:1 ,calu orURHi'G VHL.LG I E3uILLINL1 UtrAK I MtN 1 11707 E. Sprague Ayenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-686-0037 Following is a typical cross -seam kir a residential garage. It may not represent the proper project If you are using this detail as a portion: of your plan submittal, pie canplete the requested infcrrnation in the boxes provided on both sides of this sheet This or feted sheet, along with any adcronat information needs to be submitted with you appicatton and be on site et the time of inspscbon. PROTECTION AND OPENINGS BETWEEN DWELLINGS AND PRIVATE GARAGES SHALL HAVE 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE • 5/B• TYPE'r GYP BOARD (HABITABLE SPACE ABOVE) • 117' GYP BOARD (RESIDENCE/ATM, FLOOR/CBUNG) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOUR OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 31r, OR 20 MINUTE FIRE RATED DOORS. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM 400 SQ. FT. TO 3000 SQ. FT. ,SECTION A- t NOTE Diagonal wall bracing required on each comer and every 25 feet of wad. Wads within 3 feet of a property line or Whin 6 feet of a chvellIng must be 1 hors rated. (5/r type x gypsum sheathing on both sides of wad). Opar>ings are not permitted in these wags. Garages over 3.000 sq. R. require protection when closer than 20 feet to the property line. Parapets may be required. ENGINEERED TRUSSrGiik fblPFEIWIRIOID SP x @ f O.C. ROOFING MATERIAL ROOFING PAPER ROOF SHEATHING SOUD BLOCKING BETWEEN.TRUSSES WALL SHEATHING SIDING 1 G MIN. 24" MIN. 1 DOUBLE TOP PLATE WALL HEIGHT 8 If 2x / @►'o.c. PRESSURE TREATED SOLE PLATE 3-1r2' CONCRETE SLAB 6" MW. 6"x12' FOOTING ANCHOR BOLTS 1/2'k9' MK (7- INTO CONCRETE) 6' O. C. OR APPROVED ANCHOR INSTALLED AI PER MANUFACTURER. LOT 43 1811 N. Grady Lane Prepared for: Don & Donna Gills North Scale: 1" = 20' Home Manufacturer: Valley Quality 1 lames Width: 26'8" Length: 60'0" Resident approval of site plan Signature Signature date date ••••••••• 5/ GRADY LANE 3138 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) TT MIN.3"x 11.25"NET HEADER 6' TO 18' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3"O.C. TYP. 1000 LB STRAP OPPOSITE SHEATHING 1000 LB" STRAP FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN.WIDTH =16"FOR ONE STORY STRUCTURE �I MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO °• STORY STRUCTURES MIN. 2x4 FRAMING f 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN./ DOUBLE 2x4 POST MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) SEE SECTION R602.10.3.3 rr •I,I • • TYPICAL PORTAL FRAME CONSTRUCTION k • FORA PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR • WITHIN 24' OF MID- •• HEIGHT. ONE ROW OF ..I\ TYP. SHEATHING -TO - FRAMING NAILING IS • • REQUIRED. • • IF 2x4 BLOCKING IS • USED, THE 2x4'S MUST • BE NAILED TOGETHER • WITH 316D SINKERS MIN. 1000 LB TIE DOWN DEVICE I For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound f MAX. HEIGHT 10' N. FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS 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 Th\ 2' TO 18' (FINISHED WIDTH) FASTEN SHEATHING TO HEADER WITH 811 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 6-16D 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 IS REQUIRED IN EACH PANEL. WOOD STRUCTURAL PANEL STRENGTH AXIS MIN. (2) 2x4 TYP. MIN. LENGTH BASED ON 4:1 HEIGHT -TO -LENGTH RATIO: FOR EXAMPLE: 24" MIN. FOR 8' HEIGHT BRACED WALL FSEGMENT PER R602.10.4 NO. OF JACK STUDS PER TABLE R502.5(182) TOP PLATE CONTINUITY IS REQUIRED PER SECTION R602.3.2 MIN. 2.5"x 'Ad'PLATE WASHER ANCHOR BOLT PER R403.1.6 TYP. I I I I l 1 I. 1 SIDE ELEVATION 16D SINKER NAILS IN 2 ROWS 32 0.C. 1000 LB HEADER - TO -JACK -STUD STRAP ON BOTH SIDES OF OPENING 7/%2 MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING For SI: 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®