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2006, 08-30 Permit App: 06003301 GarageProject Number: 06003301 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/30/2006 Page 1 of 2 Project Information: Permit Use: 22 X 22 GARAGE, ATTACHED TO Contact: MILES, JOHN & RUBY MANUFACTURED HOME Address: 1711 N GRADY LANE C - S - Z: SPOKANE VALLEY, WA 99016 Setbacks: Front Left: Right: Rear: Phone: (509) 926-2434 Group Name: Site Information: Project Name: Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East Parcel Number: 55083.9601 Block: SiteAddress: 1711 N GRADY LN #53 Location:: CSV Zoning: UR -7 Water District: Urban Residential -7 Lot: Owner: Name: MILES, JOHN & RUBY Address: 1711 N GRADY LANE SPOKANE VALLEY, WA 99016 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: Driveway/Approach Originally Released: 8/30/2006 By: TMELBOU Released By: • Septic Sys Review Originally Released: 8/30/2006 By: amblake Released By: - - - ON SEWER, PER HEALTH DISTRICT Originally Released: 8/29/2006 By: amblake Landuse/Zoning/HE Conditions Released By: _— - Originally Released: 8/28/2006 By: mharnois Operator: AMB Printed By: AMB Print Date: 8/30/2006 Project Number: 06003301 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/21/2006 Page 1 of 2 Project Information: Permit Use: 22 X 22 GARAGE, ATTACHED TO MANUFACTURED HOME Contact: MILES, JOHN & RUBY Address: 1711 N GRADY LANE C - S - Z: SPOKANE VALLEY, WA 99016 Setbacks: Front Left: Right: Rear: Phone: (509) 926-2434 Group Name: Site Information:Project Name: Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East Parcel Number: 55083.9601 Block: Lot: SiteAddress: 1711 N GRADY LN #53 Location:: CSV Zoning: UR -7 Water District: Urban Residential -7 Owner: Name: MILES, JOHN & RUBY Address: 1711 N GRADY LANE SPOKANE VALLEY, WA 99016 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: 1 M p ( O Driveway/Approach Released By: Septic Sys Review ReleasedBv: - Landuse/Zoning/HE Conditions Released By: 2;11.2/ eg/ail f0 - Permits• Building Permit Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 Operator: AMB Printed By: AMB Print Date: 8/21/2006 08/25/2006 09:37 5093241567 SRHD EHS Project Number: 06003301 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit ?mien Intim! salon: TO 3241567 Dote: 8/21/2006 PAGE 02 P.01/03 Page 1 of 2 Permit Use: 22 :t 22 GARAGE, ATTACHED TO MANUFACTURED HOME Setbacks: Frc nt Left: Right Rear. Site Inforprmijj Plat Key: Pareel l'umber: 55083.9601 Block: Sitnt.ddress: 1'711 N GRADY LN 053 Contact. MILES, JOHN & RUBY Address: 1711 N GRADY LANE C • S - Z: SPOKANE VALLEY, WA 99016 Phone: (509) 926-2434 Group Name: Protect Name: Narne: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District East Location:: CSV Zming: UR -7 UrbanResidendal-7 Nista District lsea: 0 Sq Pt Width: 0 Nbr of Bldgs: 0 Nbr of Dwellinge: 0 Review Info, in alien: Pe Buihdling Plan Review Drivcv ay/Approach Lot: Owner: Name: MILES, JOHN & RUBY Address: 1711 N GRADY LANE SPOKANE VALLEY, WA 99016 Hold: Depth: 0 Right Of Way (ft): 0 ri4u4ig.2±LLILLLLILLA Septic Sys Review "CONt rr-GGTC(i R Land u n /Zoning/RE Conditions mils: ,o,o mostossarinuce Contractor: OWNER Operetta AMR AUG 29 2006 10:58 Printed By: AMB Bulldilag Penal Firm: OWNER Phone-. (000) 000-0000 Print Data: 8/21/2006 5093241567 PRGE.02 Project Number: 06003301 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/30/2006 Page 2 of 2 Permits• Building Permit Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GAR WOOD U-1 VB GARAGE 0 $12,000.00 0 $12,000.00 22X22 Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Totals: 0 $12,000.00 0 $12,000.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $209.25 $52.31 $4.50 $266.06 (A)OTHE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. (B)DSOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. 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 $266.06 $266.06 $266.06 $266.06 Amount Paid $0.00 Amount Owing $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: AMB Printed By: AMB Print Date: 8/30/2006 cn�r Permit Center I ^� Y Spokane 11707 E Sprague Ave, Suite L06 Valle Spokane Valley, WA 992o5n') cersgsss (509)688-0036 FAX: (509)688-0037A Community Development wsc^.v.s,okanevalley.cra.co Residential Construction Permit Application fl lI PERMIT 1 U1 SER: 330 J/ PERMIT FEE: 1©D006 CN w= onst mop %Accessory Bldg o Addition/Remodel o Deck ❑ Other: SITE ADDRESS 17/1 North 644 eft, �y ��\� y�j �/ ASSESSORS PARCEL NO: 55 053 . %/%U/ LEGAL DESCRIPTION: / / `j3 y ///r55%vn frevAv s /1O° Building ownery Name: 1%k0dint p Name: 7D�1tn K to /� /![ileS Address: Lic No: , Exp. Date: City: Zip: Phone: qz(0— zgg3 <7 Fax: GARAGE SQ. FTG: 4g7 0 K toutactPerson Name: J c4 Are ,4w sO n Phone: 5709 95-3 392, 3 .Contractor. _ _ _,,, Name: 1%k0dint Address: City: Zip- . Phone: Fax: Lic No: , Exp. Date: City Business Lic No: Describe the scope of work in /detail: n Cost of Project: �9zit�*9e aT1T.rP29f L iiem,44-Ado?veJ/ /77J�Le.. $ /2/ aid **************The following MUST be complete:(write N/A if not applicable)********************** HEIGHT O PEAK: RUNStvENS:. . 6I- - 'o a Ss TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: 4g7 0 K DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: 3EC ER*9Rs6C TIge 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) AN construction is to be done in hill 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 Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash D Check 0 Mastercard AVISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8252005 ❑ Other MAX. HL•LGHT 10'- D" SIMPSON UPLIFT STRAP 1,800 POUNDS TWO ANCHOR BOLTS INSTAL) Fr) IN ACCORD/.NCE WITH FIGURE R403.1(1) SHALL BE PROVIDED IN EACH PANEL. ANCHOR BLOTS SHALL BE PLACED AT PANEL QUARTER POLNTS R• MI V. WIDTH 7116" OSB SHEATHING 3B" 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 r FROM EDGE OF BRACING PANEL t'a• • IN FIRST STORY OF TWO-STORY BUILDINGS, SHALL HAVE AT LEAST THREE ANCHOR BOLTS, PLACED AT ONE-FIFTH POINTS d n SIMPSON UPLIFT STRAP • 3,000 POUNDS e. •. '..d•• .ted•• ..0. ..d•••.�0, .., 0•• . 0••• . • . 0•• . �0•• .0,. . 0, 0. . 0, 0. .b...0•• .'d. 4 REB4AR 'r ' 4.)7 01 loM II of Fouo ACTIorJ Wa SCALE-: I" = 1'- 0" ALTERNA' IF 11E BPACiNG FINE,T P673: 10 6 ALTER::AT BRACED tk P>NELS 4 i A FOUNDATION PLAN LOf 3 /71/4/6:a4Zan miss /o >~ idea 4-e.,s ,4 44 PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: 2_ 2 >C Z L GARAGE OPENING AND HEADER SIZE: /(o" 5-75 oX I Z" e_/".„2 INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE P WIDTH FUDGE UNEE rte LAN. /n.olKL t dtA l ,f Z -Z r N N 2 1- " 0 z uJ J w � r y PROTECTION AND OPENINGS B EER DWELLING AND PRIVATE GARAGE SH LL HAVE: 1)MATERIALS APPROVED FOR ONE HOUR FIRE ESISTIVE CONSTRUCTION ON THE GARAGE SIDE: O 518" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR O 1/2' GYP BOARD (RESIDENCE/ATTIC, FLOOR/ FILING) 2) OPENINGS BETWEEN GARAGE ANO RESIDENCE LL BE EQUIPPED WITH SOLID WOOD DOOR. SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINU`E FIRE RATED DOORS. 3`)x3° UVln�dvw CONCRETE TO aMPLY TO IRC TABLE 404.1.1(1) 3�x(P b ct 00v - A A 1 L_ FOUNDATION SLABS, GARA & PORC ALLS - 3000 # PSI ES, CARPORTS ES - 35100 # PSI ALL FOOTINGS Mi ST BE CONTINUOUS /6'x 8' g ya5e do o ►- �Cz 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 LANDING required on both sides of exit doors with min. size of 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 '/z in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7'/. in. below threshold provided the door does not swing over the landing. City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprague Avenue #105, Spokane Valley, Washington 99205 - Tel 509-566-00366 - Fax 509-588-0037 Following is a typical cross-section for a residential garage. It may not represent the proposed proje t If you are using this deal as a porton 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 aplmca5on and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN DWELLWGS AND PRNATE GARAGES SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE • 513" TYPE 7" GYP BOARD (1-IABITABLE SPACE ABOVE) ' 12' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEIUNG) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/5", OR 20 MINUTE FIRE RATED DOORS. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM 400 50. FT. TO 3000 SQ. FT. SECTION A -A (2)44 FiEBAR -00 NOTE: Diagonal wall bracing required on each comer and every 25 feet of waft. Walls within 3 feet of a property Gne 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 wags. Garages over 3,000 sq. ft. require protection when closer than 20 feet to the property line. Parapets may be required. ENGINEERED TRUSS' --flAerFertefK1,NUSPACyI»G x @ Z9 O.C. ROOFING MATERIAL 1 8" GAP . ; E EN SHEATHING ROOFING PAPER OOUE i J 1A • l'IROOF /15 r'q$4A3 sHEATHLNG SOUD BLOCKING BETWEEN.TRUSSES 24" MIN. 6" MIN. 24"MIN. 1--12'---' {2) #4 REBAA Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. WALL SHEATHING SIDING 6' MIN. 24" MIN. II= 11111 11m11111` `11111 DOUBLE TOP PLATE WALL HEIGHT 8 f 2x �{ @ /Go O.C. PRESSURE TREATED SOLE PLATE 3-12' CONCRETE SLAB 6' MIN' • 6"x12' FOOTING ANCHOR BOLTS 1r2"x9' MIN. (7" INTO CONCRETE) 6' O. C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER. FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION*" Outside Elevation Max. height 10' �� 1/1°P.` .1, Extent of header (Two brace wall segments) Extent of header (One braced wall segment) O 0 a 0 O O O 0 O O 0, 0, o: 0 ; Min 3" x 1 1-1 /4" net header 2' to 18' (finished width) Fasten sheathing to header with 8d common nails in 3" grid pattern as shown and 3" o.c. in all framing (studs and sills) typ. 0,0 0,4 O 0; 1 0 yr 1 (, Top plate continuity is required per R602.3.2 1000 Ib header -to -jock -stud strap on both sides of opening (Install on backside as shown on Side Elevation, Ref. No. LSTA24) Min. (2) 2x4 typ. If panel splice is needed it shall occur within 24" of mid -height. Blocking is not required. Min. width based on 6:1 height -to -width ratio: For example:16" min. for 8' height Min. 2"x2"x3/16" plate washer Braced wall segment per R602.10.5 No. of jack studs per table R502.5(1 &2) r- 7 O 0 4 a 4 0 0 0 O P O 'O .__ po;ei 4 0 X41 ,0 ;A; 0 0 uJi 0e d4; e 0 .1 04 u4; e0 P P; o; P 0' e Jo, e O 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 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 �ey REVIEWED FOR CODEC M IANCE SPOKANE VALLEY BUILDI G SION Tri 0(p