Loading...
2007, 05-14 Permit App: 07001746 GarageProject Number: 07001746 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/14/2007 Page 1 of 2 Project Information: Permit Use: 16 X 24 GAR ATT TO MFH Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Contact: MISSION MEADOWS LLC Address: 15918 E CAMERON CT C - S - Z: SPOKANE VALLEY, WA 99037 Phone: (509) 953-3923 Group Name: Project Name: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS Parcel Number: 55083.9066 SiteAddress: 1725 N HODGES LN Location:: CSV Block: District: East Lot: Owner: Name: MISSION MEADOWS LLC Address: 15918 E CAMERON CT SPOKANE VALLEY, WA 99037 Zoning: UR -7 Urban Residential -7 Water District: 134 CONSOLIDATED ID #19 Hold: ❑ Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Released By: Originally Released: Landuse/Zoning/HE Conditions Permits: 5/14/2007 By: TMELBOU Operator: JD Printed By: JD Print Date: 5/14/2007 Project Number: 07001746 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/14/2007 Page 2 of 2 Contractor: OWNER Building Height 13 Building Permit Firm: OWNER Phone: (000) 000-0000 Building Characteristics This Application: Total Project: Description Grp Type Notes So Ft Valuation Sq Ft Valuation GARAGE U-1 VB 384 $7,296.00 384 $7,296.00 Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Totals: 384 $7,296.00 384 $7,296.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $153.25 $38.31 $4.50 $196.06 ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK Payment Summary: Permit Type Building Permit Fee Amount Invoice Amount Amount Paid Amount Owing $196.06 $196.06 $0.00 $196.06 $196.06 $196.06 $0.00 $196.06 AMSEEINIERE 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: JD Printed By: JD Print Date: 5/14/2007 CITY OF '"'`' Spokane ,jValleyy Community Development Residential Construction Permit Application 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org PERMIT NUMBER: a 7E Lk B PERMIT FEE: New Construction Addition/Remodel Other: Accessory Bldg Deck SITE ADDRESS: / 72-5- 4- MS5es LeP/2p ASSESSORS PARCEL NO: 5C0 '©03 906,`p LEGAL DESCRIPTION: /0 /06, M/SS' - /,/Pe044,S J?//j& Building Owner: DIMENSIONS: ita%c Z4�' Name: /// 155%L► /410/4/„S LLG Name: /S C/ GL Address: / 5-%e G19P /Lr (y.. om/ 2 u FLOOR SQ. FTG: /04- City: / he 1 //�+ � State: WA Zipq 37 Phone:: Fax: Slay 95-3 392. .5 -92-7WS? Contact Person Name: #-- Phone: 5( y-9 5 _3 j23 Contractor: DIMENSIONS: ita%c Z4�' # OF STORIES: 1 Name: /S C/ GL MAIN FLOOR TO SQ. FTG: "ii." --- i'/0/ 2 u FLOOR SQ. FTG: /04- Address: IMPERVIOUS SURFACE AREA: ,e/ 5---C, FINISHED BASEMENT SQ. FTG: 4))- City: State: Zip: Phone: Fax: HEAT SOUR E: /U1 Contractor Lic No: Exp Date: City Business Lic. No: Describe the scope of work in detail: Cost of Project: $ 0v D oir57 4 .v►� o p1/4//zz `lfM74. / /'' rfrn Proposed Use: A **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: /3' DIMENSIONS: ita%c Z4�' # OF STORIES: 1 TOTAL HABITABLE SPACE: AM -- MAIN FLOOR TO SQ. FTG: "ii." --- i'/0/ 2 u FLOOR SQ. FTG: /04- UNFIN BASEMENT SQ. FTG: /V/L IMPERVIOUS SURFACE AREA: ,e/ 5---C, FINISHED BASEMENT SQ. FTG: 4))- GARAGE SQ. FTG: 3 09' c tL- DECK/COV. PATIO SQ. FTG: ,V - 30% SLOPES ON PROPERTY: %U # OF BEDROO S: %1%I CONST UCTION TYPE: HEAT SOUR E: /U1 SEWER OR 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: 0 Cash Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Check ❑ Mastercard Expires: DATE: ❑ VISA VIN#: City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprague Avenue #106, Spokane Valley, Washington 99205 - Tel 509-683-0036 - Fax 509-533-0037 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 apIlica6on and be on site at the lime of inspec5on. 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 SOUD WOOD DOOR, SOUD 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 NOTE: Diagonal wall bracing required on each comer and every 25 feet of wall. Walls within 3 feet of a property One 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 b the property One. Parapets may be required. ENGINEERED TRUSS -SA - ;r .[:F 4..:PACING 093 @.24' O.C. ROOFING MATERIAL 1/8" GAP frtIN I6-44 BE i - WEEN SHEATHING ROOFING PAPER 432_ ROOF I SHEATHING P Wac U1N Tt cri" BETWEEN.TRUSSES 7)t " WALL SHEATHING f 1 6' MIN. 24" MIN. J SIDING tl t DOUBLE TOP PLATE WALL HEIGHT 5 ± Q.C. PRESSURE TREATED SOLE PLATE 3-112" CONCRETE SLAB 6"x12' FOOTING ANCHOR BOLTS 12"x9' MIN. (7' INTO CONCRETE) 6' O. C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER. 47_ G as -ARA Gt- w p, Lr t..._ KiC x T -7 a /*4N uct= kr-; vt�� vi --0 Ma k 7 t�r+c !J ti, f� C-dN-imuOus Fao-roil F}- M1 )tMU A S cz f wArLL cr c+iJGe¢. - r ,f4/Je -�,� �.�� a�� FOUL . bbTION PLAN �� e,�`' mo.'s ow ���K �,a�o NerV4.4 a �aa-C7 -o /L. �A) T. 11 RU LL-. o rz- G -4,--4-c3.-4- "to IV. --F r.tit.f otK PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: /(O'X Zq' GARAGE OPENING AND HEADER SIZE: /0 "— 3 i/Z fix, I Z" 61,4e - INDICATE lugINDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. oirc 1Mdi`tu tt d u k » ' - WIDTH RIDGE UNE Z44/ t►aI4cAisdel IJ lid 11.12 0 Z W —J L= ext S'I-45 d oov 0;(D CONCRETE -TO COMPLY TO IRC TABLE 404.1, 111 FOUNDATIONANALLS - 3000 # PSI SLABS, GARAGES, CARPORTS 7 0{ , D o . & PORCHES - 3500 # PSI ALL Fon!) GS MUST BE CONTINUOUS e door PROTECTION AND OPEN'NGS BETWEEN DWELLING AND PRIVTE GARAGE SHALL HAVE: 1) MATERIALS APPROVED FUR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: 0 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR >t 1/2" GYP BOARD (RESIDE :GE/ATTIC, FLOOR/CEILING) 21 OPENINGS BETWEEN GARP E AND RESIDENCE SHALL BE EQUIPPED ,TEEL DOORS NOT LESSS THA CWOOL )1) B"S OR 20 MINUTED OR UNEYCOMB R FIRE RATE �0ORS. 1 0 i W I etexr 4-4dre9 VF SF 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. 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 Engineered Shear Wall Bracing SIMPSON UPLIFT STRAP 1,800 POUNDS .11 • 1111M1 r MIN. WIDTH 7/16' OSB SHEATHING 3/8' MIN. NAILED WITH 8d COMMON OR GALVINIZED BOX NAILS IN ACCORDANCE WITH TABLE R602.3(1) AND BLOCKED AT ALL WOOD STRUCTURAL PANEL SHEATHING EDGES. BACK EACH STRAP WIT A STUD RECOMMENDED HOLD IN 8" FROM EDGE OF BRACING PANEL .ad -gar 41212 IMITHI117: OnliE11212/2a •64. d• ' • .;;...• * 0* D. .• • • s- • 44.: A• • :••• •• . d'a . . •• • '1,:;:‘• ..• . D.& . 0* .64. .'k. ,44, .64 • ▪ • • '•• • • • '•• • 21111VIISMIIIIIIIM111.1MN • . . 011 . . . . . D•a . • r. • e. • ft. • e.• e.• • TWO ANCHOR BOLTS INST/ 1 I Fr) IN ACCORDANCE WITH FIGURE R403.1(1) SHALL BE PROVIDED IN EACH PANEL. ANCHOR BLOTS SHALL BE PLACED AT PANEL QUARTER POINTS 1:111i118011!EINE17111 1111;DIIMIERIIIIMIIMMI!Ii11111•1'.1111iRltiNg111111Tf.' v• • a 2. .'4 . .•. 0* . . '•• • ▪ • • a t t ta Ct 42 a . /3.• . d* . 0* . 0* . 01. •4 a • • .12 • • • %. • .4 • '4. • ▪ • '2. • . . O'e .• 0* 0* . 0* . 0* . '• • • '• • • • '• • • '• • '• IN FIRST STORY OF TWO-STORY BUILDINGS, SHALL HAVE AT LEAST THREE ANCHOR BOLTS, PLACED AT ONE-F1FTH POINTS SIMPSON UPLIFT STRAP 3,000 POUNDS 4rI E 154\ R -To bM o F FouOm o r•I w ALTERNATE RACING PANEL P,41111.4 ALTER::ATE BRACED WALL PAKELS 4 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 REVIEWED FOR C DE C MPLIANCE SPOKANE VALLEY till. G DIVISION T s//fJo7 7 5N %odjes L/. Ntn v+-ki le, 5 1"= zoi 5/ 88 • • ;•1 9 2' 44.4 1726 PLAN BY' DATEI1 NG DEPT. A14 lz 0___))1.,(Jc It-5-,,i7i(7 1 1I