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2007, 06-05 Permit App: 07001746 GarageProject Number: 07001746 Inv: 2 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/5/2007 Page 1 of 2 Project Information: Permit Use: 16 X 24 GAR ATT TO MFH Setbacks: Front Site Information: Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS Parcel Number: 55083.9066 Block: Left: Right: Rear: tr441WMEFMOTPRIMISK rmeasek Contact: MISSION MEADOWS LLC Address: 15918 E CAMERON CT C - S - Z: SPOKANE VALLEY, WA 99037 Phone: (509) 953-3923 Group Name: Project Name: :WON -. District: East Lot: SiteAddress: 1807 N MEADOWS PL Owner: Name: MISSION MEADOWS LLC Address: 15918 E CAMERON CT SPOKANE VALLEY, WA 99037 Location:: CSV Zoning: UR -7 Urban Residential -7 Water District: 134 CONSOLIDATED ID #19 Hold: 11 Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: 0.x Review Building Plan Review Released By: Originally Released: 5/14/2007 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Originally Released: 5/14/2007 By: mharnois Permits: MEDEgat, Operator: JD Printed By: JD Print Date: 6/5/2007 Proj eCt Number: 07001746 Inv: 2 Application Date: 6/5/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: OWNER Building Height 13 Building Permit Firm: OWNER Phone: (000) 000-0000 Building Characteristics This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 384 $7,296.00 Item Description Plans ReReview 2006 Notes: Totals: Units Unit Desc 1 Hours Permit Total Fees: 384 $7,296.00 Fee Amount $58.00 $58.00 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 $58.00 $58.00 $0.00 $58.00 $58.00 $58.00 $0.00 $58.00 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: 6/5/2007 gnature gnature 1 LOT 120 1807 N. Meadows Place North Scale: 1" = 20' Resident approval of site plan date date SpoCITY OF kane jValley 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 tc PERMIT NUM13EK: L, /_ 1 7 f(�. New Construction n Addition/Remodel Other: Accessory Bldg n Deck SITE ADDRESS: /'3 U! Ndew,�!l�C / ,v� ASSESSORS PARCEL NO: 1/.5-0 03 . 6/00:7 LEGAL DESCRIPTION: Z''1 /ZO/ Ai5VO4 14 f t!>5 / J # Building Owner: DIMENSIONS: 2! x 2.11 # OF STORIES: / Name: Th, 55/01 Age kJS z_z_G 2"" FLOOR SQA . FTG: /!r Address: 5---9)43 F. m,h tlN FINISHED BASE ENT SQ. FTG: /�J City: SpU� j� State: Zip: 990 Phone: �y ,3-3z Fax: gL7-67757 Contact Person Name: Q,,' 4/1/141Y1 Phone: 1j of Z3 Describe the scope of work in detail: Contractor: DIMENSIONS: 2! x 2.11 # OF STORIES: / Name: /� CJ (-U ALA - MAIN FLOOR TO SQ. FTG: AO 2"" FLOOR SQA . FTG: /!r Address: IMPERVIOUS SURFACE AREA: 52& #2 - ZFINISHED FINISHED BASE ENT SQ. FTG: /�J City: State: Zip: Phone: Fax: HEAT SOURC SICAE Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project: $ • f2& a, d!Ee/ Amehui 4671a / 1'.» Proposed Use: frSidz,f,d2,1 **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT ,PEAK: DIMENSIONS: 2! x 2.11 # OF STORIES: / TOTAL HABITABLE SPACE: A)4 - MAIN FLOOR TO SQ. FTG: AO 2"" FLOOR SQA . FTG: /!r UNFIN BASEMENT SQ. FTG: NA- IMPERVIOUS SURFACE AREA: 52& #2 - ZFINISHED FINISHED BASE ENT SQ. FTG: /�J GARAGE SQ. FTG: 2� 5 J 2— CK-- DECK/CO . ,�jATIO SQ. FTG: /Vft 30% SLOPES ON PROPERTY: 410 # OF BE i+ CONSTRUCTION TYPE: -Fro f yo rr HEAT SOURC SICAE (gEWERy 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 Ill.Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Check ❑ Mastercard Expires: DATE: ❑ VISA VIN#: 39 zoo *Wane jUa11eY. 11703 E Sprague Ave Suite 8-3 • Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhall@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. ❑ 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 O 18" X 24" crawl space access: O One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details O Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan O Insulation information • r a -f, N G- ,-N J A slit , N <A/t LA.A4 - i". EAJA L d F Go Nc /Z TG_ 4 F/1, -----r D we414- c F Z xelC 16"ce- FaA-M<-- 'D FOUNDATION PLAN ON t t -l4 SNL^ Ftik LI,' LL 4k. L ick r : OF G44G i°cAK PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. •BUILDING DIMENSIONS: Z GARAGE OPENING AND HEADER SIZE: uv'/ 57z/ix/a' Zuezawk INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. PV61.14u 414 vim' -a A)6/14 f`----- _ WIDTH RIDGE LENIE 1 ZL/ 3°>t0-' PROTECTION ANI OPEN'NGS BETWEEN DWELLING AND PRIVATE GARAGE SHALL HAVE 1) MATERIALS APPROVED CONSTRUCTION ON THE G �j U7 5/8" TYPE "X" GYP BOAR I It., 0 1/2" GYP BOARD (RESID R ONE HOUR FIRE RESISTIVE AGE SIDE: (HABITABLE SPACE ABOVE) OR CE/ATTIC, FLOOR/CEILING) 2) OPENINGS BETWEEN GAR E AND RESIDENCE SHALL BE 0100'o)avvf%i� EQUIPPED WITH SOLID W001 DOOR, SOLID OR HONEYCOM: ORE yyvv��,� STEEOORLS. DOORS NOT LESS THA 1 3/8", OR 20 MINUTE FIRE ' ATED D A A WIC0 e 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 OT 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 det I as a portion of your plan submittal, please complete the requested information in the boxes provided on both sides of the sheet This completed sheet, along with any additional information needs to be submitted with your ap<rgtion and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN DWELUNGS AND PRNATE GARAGES SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: • 5/5' TYPE 'X" GYP BOARD (HABITABLE SPACE ABOVE) • 1/2' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEIUNG) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD 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 NOTE: Diagonal wail bracing required on each comer and every 25 feet of waft. Walls within 3 feet of a property line or within 6 feet of a dwelling must be 1 hour rated. (5/5' type 'X' gypsum sheathing on both sides of waft). Openings are not permitted in these wails. Garages over 3,000 sq. ft require protection when closer than 20 feet to the property One. Parapets may be required. ENGINEERED TRUSS -OR- "-FTE^SIZE AND SPACING X @ ROOFING MATERIAL 1/8" GAP BE t WEEN SHEATHIN(POOFING PAPER 1--12"---1 6" MIN. 24"MIN. (2) #4 REBAR ig j/ ) k( ROOF t , ,/ SHEATHING SOLID BLOCKING BETWEEN.TRUSSES IN WALL SHEATHING 1 6' MIN. 1 SIDING DOUBLE TOP PLATE WALL HEIGHT 2x iL/b4 0.C. 24" MIN. Illualul; 4 PRESSURE TREATED SOLE PLATE 3-1,2' CONCRETE SLAB • 6"x12' FOOTING • .� ANCHOR BOLTS 1/2-x9' MIN. (T INTO CONCRETE) 6' 0. C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER MAX. HEIGHT 10'- 0" SIMPSON UPLIFT A 1,8 0 P(3iJ stri r •; • ; 't: 3 H t, -+fl__ • , ;unman IMVIIIUIIIB91114ig11111111W •HIILIIi ffINlitliliflln,JihI IIIqUII•' -0oIIL11111111:11VPIIIICG da .e •0e. •0.• ro0. . •0. • •,.; e e •, � e a •a 0e .•d•a�$•e 0•a . d• a0,a• •0 •0'a.• 0.a. 0.•.• 0e •0. • • • • a •o . O. .d•a .ad•a .d•e .•0•e .•0'e .•0•e • a ° d•a • TWO ANCHOR BOLTS INSTALLED IN ACCORDANCE WITH FIGURE R403.1(1) SHALL BE PROVIDED IN EACH PANEL. ANCHOR BLOTS SHALL BE PLACED AT PANEL QUARTER POINTS --"oirlIIIIII• , 11NnIIIlA1114111111V(iVllll@III1UIIIIIIIIIIIIIIIIIIIINIIIIID@II1191@INIIWVII111IIOIIIIW911jllllfllll1 2' s" MIA. WIDTH 7/16" OSB SHEATHING 3/8" MIN. NAILED WITH Sd COMMON OR GALVINIZED BOX NAILS IN ACCORDANCE \\'ITH TABLE R602.3(1) AND BLOCKED AT ALL WOOD STRUCTURAL PANEL SHEATHING EDGES. BACK EACH STRAP WITji A STUD RECOMMENDED HOLD IN 8" FROM EDGE OF BRACING PANEL s�-�92111V0' • 111fiICiIMIIIUIIbtgfirlllg�!ji i 6. •e dro •e •e • • a o•a d•a .d•a . d•e • a • a .. .._ e.. • a A.• • • A•. :.iII'III!Ipl111111EB1011111 /1IIIIII1311IIINIIUpJUI T11(lal" ua .• •01. 0.a •. •Oa • a•• n •°d•n •.•0•n •. a•0• .0' .. 0•a 6•a . O. .•d•e .°d•e . IN FIRST STORY OF TWO-STORY BUILDINGS, SHALL HAVE AT LEAST THREE ANCHOR BOLTS, PLACED AT ONE-FIFTH POINTS SIMPSON UPLIFT STRAP 3,000 POUNDS EByP.P To. 4' 3f>0! ToM oF Fo u nl o k c.�-- SCALE: 1" = 1'- 0" AL:FERN-ATE BRACING PANEL P.602.10.6 ALTER:,A7 B R.ACEU WALL PALS { PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS THESE PLANS MUST BE KEPT ON THE JOB SITE THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS ne ale' RSPOKAN E`VALLEY I I DIN FOR CODE COMPLIANCE