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2005, 11-30 Permit App: 05004343 GarageProject Number: 05004343 Inv: 1 Applicat' Date: 11/30/2005 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30 X 26 ATTACHED GARAGE Contact: RICHARD MASON Address: 15918 E CAMERON CT C - S - Z: VERADALE, WA 99037 Setbacks: Front 8 Left: 5 Right: 5 Rear: Phone: (509) 953-3923 Group Name: Project Name: Site Information: Plat Key: Name: RANGE District. G Parcel Number: 55083.9012 Block: Lot: SiteAddress: 1602 N HODGES LN Location:: CSV Zoning: UR -7 Urban Residential -7 Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Owner: Name: KENT, FRANK & BARBARA Address: 1602 N HODGES LN SPOKANE VALLEY, WA 99016 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Site Plan Review Permits: Operator: CJJ Printed By: CJJ Print Date: 11/30/2005 Project Number: 05004343 Inv: 1 Application Date: 11/30/2005 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: OWNER Description GARAGE Grp Type Notes U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLAN REVIEW STATE SURCHARGE Building Permit Firm: OWNER Phone: (000)000-0000 This Application: Sg Ft Valuation 780 $14,820.00 Totals: 780 $14,820.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees Notes: m Total Project: Scl Ft Valuation 780 $14,820.00 780 $14,820.00 Fee Amount $251.25 $62.81 $4.50 $318.56 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: CJJ Printed By: CJJ Print Date: 11/30/2005 Project Number: 05004343 Inv: I Application Date: 11/16/2005 Page 1 of 2 THIS IS NOT A.PERMIT Penalties will be assessed for commencing work without a permit Project Information: Parcel Number: 55083.9012 Block: Lot: SiteAddress: 1602 N HODGES LN Owner: Name: KENT, FRANK & BARBARA Address: 1602 N HODGES LN Location:: CSV SPOKANE VALLEY, WA 99016 Zoning: UR -7 Urban Residential -7 Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Site Plan Review Released By: TO M. HARNOIS 11/16 Plan Review Released By: Sewer Review Released By. Permits: Operator: CJJ Printed By: CM Print Date: 11/16/2005 Project Number: 05004343 Inv: I Application Date: 11/16/2005 Page 2 of 2 THIS IS NOT A, PERMIT Penalties will be assessed for commencing work without a permit Contractor: OWNER Description Grp Type Notes GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLAN REVIEW STATESURCHARGE Notes: Building Permit Unit Desc Firm: OWNER 1 Phone: (000) 000-0000 This Application: Total Project: Sa Ft Valuation Sp Ft Valuation 780 $30,326.40 780 $30,326.40 Totals: 780 $30,326.40 780 $30,326.40 Units Unit Desc Fee Amount 1 SELECT $451.85 1 SELECT $112.96 1 SELECT $4.50 Permit Total Fees: $569.31 ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $569.31 $569.31 $0.00 $569.31 $569.31 $569.31 $0.00 $569.31 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: CJJ Printed By: CJJ Print Date: 11/16/2005 ctT� �x Permit Center Spokane 11707 E Sprague Ave, Suite 106 D PERMIT NUMBER: -� ValleSpokane Valley, WA 99206 L a r; P-ERMIT FEE: (509)688-0036 FAX: (509)688- 3 . Community Development www.spokanevalley.oriz.com U Qr§ Residential Construction � ew Constructi4o Accessory Bldg Permit Application ❑ Addition/RemodelD ❑ Deck , Other: SITE ADDRESS Z ASSESSORS PARCEL NO: i✓ Uy�, �IU�L LEGAL DESCRIPTION: Zzl %, zO45%fin Building owner Name: Address: City: Zip: Phone: Fax: Contact Person Name: C� Phone: Z Describe the SCODe of work in detail: Contractor Name: all �C Address: City: Zip: Phone: Fax: Lic No: Exp. Date: City Business Lie No: Cost of Project: 1 $ 15'7,,1V0 **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS. # OF STORIES: TOTAL �4 ITABLE SPACE: 'O / 301401xz&� MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: 6-,70 Z5 V4-- P PERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEW R DISCLAIMER 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. (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 u Im— r4mrs CA zo/ 00 till I -TIN P. .......... �- ......... ... FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation Sheathing filler if needed 16d sinker nails in 2 rows @ 3" o.c. 1000 Ib header - to -jack -stud strap on both sides of opening (Ref. No. LSTA24) 3/8" min. thickness wood structural panel sheathing Not to scale Extent of header (Two braced wall segments) Extent of header (One braced wall segment) «., ....LQ 1 p' p - pay nytry©�i*F P I 1 1 0 0 0 0 10 _ :,:. . . :s + I f I o T 2 to 18 (finished width) Fasten sheathing to header with Top plate d 8d common nails in 3" grid continuity is al°I I°.1 II pattern as shown and 3 o.c. in p required per , I all framin studs and sills g ( ) typ• R602.3.2 , 1000 Ib header -to -jack -stud strap 1> OI°, 10,0 on both sides of opening -, � I , , 1<I 0, p, "I i ,O,p 1 I Max. o,°, (Install on backside as shown on height ,, '°' 1 }:: '°'' Side Elevation, Ref. No. LSTA24) I 1 1 11 1 10 Min. (2) 2x4 typ. Braced wa If panel splice is needed it shall segment per occur within 24" of mid -height. R602.10.5 I I I I 11 1 1 oe Blocking is not required. •I t ,, 1 I is ,ol: No. of Min. width based on 6:1 jack studs height -to -width ratio: For per table 1 4- ";°; example: 16" min. for 8' height R502.5(1 &2) o1Pl 1°Ip Min. 2 x2 x3/16 plate washer f f °I01 loft 16 j;. Anchor bolt per R403.1.6 Typ. Foundation per code Side Elevation Sheathing filler if needed 16d sinker nails in 2 rows @ 3" o.c. 1000 Ib header - to -jack -stud strap on both sides of opening (Ref. No. LSTA24) 3/8" min. thickness wood structural panel sheathing Not to scale 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 SO. FT. TO 3000 SO. FT. SECTION A -A 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 wall). 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 R.A.FTEA NID SPACING x @_zz�O.C. ROOFING MATERIAL ROOFING PAPER 1/8" GAP ETWEEN SHEATHING ° ,,,M.,.% ROOF SHEATHING MIN. (2)#4 R AR 6" MIN. -a ' 24"MIN. (2) 14 REBAR SOLID BLOCKING BETWEEN.TRUSSES WALL SHEATHING- SIDING 1 6° MIN. r 24" MIN. 6° l 6"x 12' FOOTING I,ttk" ( C" i T 6 j )OUBLE TOP PLATE WALL HEIGHT 2x—z @—Z&o.C. PRESSURE TREATED SOLE PLATE 3-112' CONCRETE SLAB f' ay - _ _ > ANCHOR BOLTS 112"x9' MIN. (7" INTO CONCRETE) 6'0. C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER. Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing F0UNDAT I( Engineered Shear Wall Bracing PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: x zzv GARAGE OPENING AND HEADER SIZE: /9-), /AW /�J 2--2:C/L 5 INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. Jul lEE 001 WIDTH p/ R.10GE LINE— /7" PO ,-k,4 0 A,- (0rJ JROTECTION AND OPENINGS BJETWEE- - JLINGAND PRIVATE GAR GE SHALL HAN TRIALS APPROVED FOR ONE HOUR FIRE RESISTI1 I[C TION ON THE GARAGE SIDE: P! ^x,^ GYP BOAR[' (HABITABLE SPACE ABOVE) 11 BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) I uG5 RE TWEEN GARAGE AND RESIDENCE SHALL BE / LIii SOLID WOOD DOOR, SOLID OR HONEYCOMB-uumtQS NOT LESS THAN 13/8', OR 20 MINUTE FIRE R TED ! 152 1--e 5 .� ;ONCRETE TO COMPLY TO IRC TABE 404.1.1 (1) 00UNDA ION 1NAL�-- - ,',000 V NSI PROVIDE SOLID BLOCKING iJ� BEARING WALLS AND SHEAR I I LABS, GARAGES, CARPORTS PROVIDE DOUBLE JOINTS (MIN) U & PORCHES - 3500 # PSI S PARALLEL TO SPAN U.N.O. �L FOOTINGS MUST BE CONTINUU!PROVIDE DOUBLE STUDS (MINI TO UNDER ALL HIP AND GIRDER TRU*I L_ — _ — — — .PSDVIDESHEABC=Fn7 `a IP 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. A 40tw-'e-I wo, I i .5�fpovi- el, new 4,o��o, . -s ke,--4 yo 4--� I - Fh*,*- *�14 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 sp —/� REVIEWED FOR+,OD COMP IANCE SPOKANE VALLEY B" MING VISIO