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2008, 03-20 Permit App: 08000901 GarageA Project Number: 08000901 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/20/2008 Page 1 of 2 Project Information: Permit Use: 20 X 30 GARAGE ADDITION Contact: HOME RUN CONSTRUCTION Address: 5408 N BEST RD C - S - Z: SPOKANE,WA 99216 Setbacks: Front Left: Right: Rear: Phone: (509) 389-2915 Group Name: Site Information: Project Name: Plat Key: 005091 Name: RIDGEMONT EST NO 4 03RD ADD District: East Parcel Number: 45252.1102 SiteAddress: 15819 E 22ND CT Location:: CSV Block: Lot: Owner: Name: CARGILL, RICHARD & KATHLEE Address: 15819 E 22ND CRT SPOKANE VALLEY, WA 99037-90 Zoning: R-2 SF Res Suburban District Water District: 010 VERA Area: 16,111 Sq Ft Width: 111 Depth: 119 Right Of Way (ft): 50 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Hold: ❑ Review Information: Review Building Plan Review Released By: Originally Released: Landuse/Zoning/HE Conditions Permits: 3/19/2008 By: tmelbourn Released By: Originally Released: 3/14/2008 By: cjjanssen Operator: jmm Printed By: JD Print Date: 3/20/2008 46. Project Number: 08000901 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/20/2008 Page 2 of 2 Building Permit Contractor: HOME RUN CONSTRUCTION Firm: HOME RUN CONSTRUCTION Address: 5408 N BEST RD Phone: (509) 389-2915 SPOKANE, WA 99216 This Application: Total Project: Description Gr Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 600 $11,400.00 600 $11,400.00 Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Payment Summary: Permit Type Building Permit Totals: 600 $11,400.00 600 $11,400.00 Units Unit Desc Fee Amount 1 SELECT $209.25 1 SELECT $52.31 1 SELECT $4.50 Permit Total Fees: $266.06 Fee Amount Invoice Amount Amount Paid Amount Owing $266.06 $266.06 $0.00 $266.06 $266.06 $266.06 $0.00 $266.06 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: jmm Printed By: JD Print Date: 3/20/2008 MAR -13-08 THU 11:45 AM KIM HOTSTART MFG FAX NO. 8002245550 P. 01 '4 fo CA) (Ji (20 � ( 50'1 6; ts PLANNING DEPT. APPROVED BYE' DATE: 3I 1410B City of SPOKANE VALLEY 'BUILDING DEPARTMEN 11707 E. Sprague Avenue #1 D5, Spokane Valley, Washington 99205 - T_I 509-5S3-GD3S - Fax 509-533-0037 Following is a typical crass -section for a resid.sard at garage. tt may not represent the proposed project If you ars using Hhs deal es a polon of yazr plan subrriilal, please complete the requested inforrra5on n the bxas provided on bath sides of this sheet Ths =nptated sheet, along with any add'i5oral informafan needs to be submit:ad with your aplum5on and be on site at the Erne of inspec5on. PROTECTION AND OPENINGS BETWEEN DWELLINGS AND PRIVATE GARAGES SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR F1P.E RESISTIVE CONSTRUCTION ON THE GARAGE SIDE ' 516' TYPE 7C GYP BOARD (HABITABLE SPACE ABOVE) V2' GYP BOARD (RESIDENCE/ATTIC, FLOOPJCWNG) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD DOOR, SOLID OR HONEYCOMB CORE b71rL DOORS NOT LESS THAN 1 3/S', OR 20 MINUTE FIRE RATED DOORS. ALTERNATE FOUNDATION FOR. ACCESSORY BUILDINGS FROM 4-00 SO. FT. TO 3000 SQ. FT. SECTION A -A ,A) / SIf ROOFING PAPER Nora Diagonal wall bracing required on each comet and every 25 feet of waL Wars within 3 feet of a property Me or within 6 feet of a dxang must be 1 hour rated. (316' type 'X' gypsum sheathing on both sides of wait)..Openings are not permitted in these walls. Garages over 3,DWD sq. ft require protec5on when closer Van 20 feet b the propetfy tine. Parapets may be required. 4GINEERED TRUSS OR ER Sri -s� • -ACR Z x `' @f9 "©.C. ROOFING MATERIAL l y .• ROOF SHEATHING LtAit(C Mr E T 40I49-5L-9SKIN3) BETWEEN.TRUSSES M�lJ WALL SHEATHING SID UG— t.J/ sa it,th 1 6' MLN. DOUBLE TOP PLATE WALL HEIGHT 9 y 24' MIN. 1 4 PRESSURE TREATED SOLE PLATE 3-12' CONCRETE SLAB W. . • . • 6'X12' FOOTING ANCHOR BOLTS 12'x9' MW. (7 INTO CONCRETE) 6' O. C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: 3 O.k Zc GARAGE OPENING AND HEADER SIZE 'Y • f '� -,k (Z INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. RIil E LINE WIDTH 1 r L CONCRETE,TO COMPLY'TO I -3C TABLE 404.1.1(1) if G 0 'C. N c-. Acre+! c Lx' 7 FOUNDATION WALLS - 3`)00 # PSI SLABS, GARAGES, CARPQRTS & PORCHES - 350L # PSI ALL fOOTING8 MUST BE CONTINUOUS; Qf)f 4si QTY Please note that while every effort is made b assure the accuracy of the informa5on contained in this brochure is not warranted for accuracy. This document is not intended to address alt aspects or regulatory requirements for a project and should serve as a staring point for your investigation. For detailed information on a particular project, permit, or code requirement refer director to applicable file and/or cc deregulatory documents or contact the appropriate division. : alLPanel min. 48 id— 96 in. :602.10.6.1 Alternate Brace Wall Panel min.28in.-42in. :602.10.6.2 Alternate Brace Wall Panel min.l6in.-24in. ngineered Shear Wall Bracing PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Vale REVIEWED FOftO ?F. COMPLIANCE SPOKANE `,:AL! E; IVISION