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2003, 12-01 Permit App: BLD-03-03165 Garage Addition
soolian•le\,.. 4.00,Valley PERMIT APPLICATION WORK SHEET SPOKANE VALLEY COMMUNITY DEVELOPMENT BUILDING DIVISION 11707 East Sprague Ave Ste 106 Spokane Valley, WA 99206 Phone:(509)688-0036 Fax:f509)688-0037 l REQUIRED SITE INFORMATION STREET ADDRESS: /302 7 g, 33 g° 4'` ASSESSOR'S TAX PARCEL NUMBER(S): 1/5-a 7 2. .- 'O V LEGAL DISCRIPTION: r �/Q 66oc K 3 /YJ/D EC_o n-L F_ csr- / Sfi ,4Q in oA) PERMIT DESCRIPTION: ,i 'G`-Gi G'giz ,4 i7 5,0 •gaBIALDING PERMIT 0 CHANGE IN USE C GRADING 0 MANUFACTURED HOME QRELOCATION [SIGN [}TENANT QOTHER OWNER / APPLICANT INFORMATION 0 OWNER: Agt6 I Pita 1 C(42 — ®KAPPLICANT: PHONE: c?2- 2---7 6'i'7 FAX: PHONE: FAX: ADDRESS: /302Y 0 33 IN> SDO -w6- ADDRESS: pp CITY,STATE,ZIP CITY,STATE,ZIP +� %CONTRACTOR: CI K 14/44_--lY n S- C ARCHITECT: PHONE: 87 / 83-Y3 FAX: ( 1/2S7'3<6 b PHONE: FAX: Q� Ac\47 ADDRESS: 6/05- 5, "'i ADDRESS: 5Po/6414 4_, 4 911223,STATE,ZIP 7., O A CITY,STATE,ZIP WA ST CONTRACTOR LICENSE# Le/4 Ki.:5 G o-70�"0J (.� CONTACT: PERMIT/BUILDING INFORMATION I COST OF PROJECT: Ic'J/ 000 30%SLOPES ON PROPERTY: MAIN FLOOR SQ FT: /2 Gf O BUILDING HEIGHT TO PEAK: /6 i OCCUPANCY GROUP: 2ND FLOOR SQ FT: BUILDING DIMENSIONS:/</X 2'7 CONSTRUCTION TYPE: UNFIN BASEMENT: /Z`l0 NUMBER OF STORIES: / STRUCTURES ON PROPERTY: //o'56 FINISHED BASEMENT:T/ `7 NUMBER of BEDROOMS: CRITICAL AREAS: GARAGE: 7/ th FLANKING SETBACK: CURRENT PROPERTY SIZE: COVERED DECK: FRONT SETBACK: 3? 1 CURRENT PROPERTY USE: ieaS ro 7I (- DECK: REAR SETBACK: IFV CURRENT SEPTIC USE: i LEFT SETBACK: 5.7CURRENT WELL USE: RIGHT SETBACK: /j / IMPERVIOUS SURFACE AREA: I MANUFACTURED HOME SIGN I WIDTH: LENGTH: SQ FT OF SIGN: HEIGHT OF SIGN: YEAR: PIT SET: #OF SIGNS: AREA OF EXIST SIGN: MANUFACTURER: TYPE OF SIGN: 1 RELOCATION FIRE SAFETY I PREVIOUS ADDRESS: FIRE SPRINKLER: FIRE ALARM: PAINT BOOTH: TENT: PROPOSED USE: FIREWORKS DISPLAY: BLASTING: DATE/TIME: WA STATE NON—RESIDENTIAL ENERGY CODE PLANS EXAMINER: PHONE: FAX: ADDRESS: CITY,STATE,ZIP INSPECTOR: PHONE: FAX: ADDRESS: CITY,STATE,ZIP I SPECIAL INSPECTIONS I 0 BOLTING ®CONCRETE 0 REINFORCEMENT 0 WELDING FIRM NAME: PHONE: FAX: INSPECTOR(S): BUILDING STAFF USE ONLY IS PUBLIC SEWER AVAILABLE: 0 YES 0 NO IF YES: 0 COUNTY ® CITY IS PUBLIC WATER AVAILABLE: 0 YES 0 NO IF YES,WHICH WATER DIST/IRR: IS PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: 0 YES ® NO IS THE PROPERTY LOCATED WITHIN ASA: ® YES ® NO PSSA: 0 YES 0 NO IDATE: r STAFF: I METHOD OF PAYMENT: 0 T4 ® r - Y p Y/�sA ► CASH CHECK Ltisasr} mum= BANKCARD#; EXPIRES: VIN# AUTHORIZED SIGNATURE: *FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD A k City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E.Sprauge Avenue,#106, Spokane Valley,Washington 99206-Tel 509-921-( - az5OQT221-1008 i r.v 014941 — �� S R r ,g�.ltl�� L l i Following is a typical cross-section for a residential garage.It may or may not represent the proposed project.If you are using this detail as a portion ofyour plan submittal,please complete the requested information in the boxes provided on both sides ofthis sheet. A completed sheet,along with any additional information needs to be submitted with your application and be on site at the time of inspection. s ENGINEERED TRUSS OR, ❑RAFTER SIZE AND SPACING r. =X © O.C. ROOFING MATERIAL 25-v,e Cc's ri1p. ROOFING PAPER#15 MINIMUM r} (- A ROOF SHEATHING TYPE 7/4 c 5( O -\----_________. SOLID BLOCKI G DOUBLE TOP PLATE WALL HEIGHT IQ I TREATED SILLSTUDS . BETWEEN TRUSSES 1/2"X 9"ANCHO )BOLTS 6'0"O.C. R—N -411 3 1/2" CONCRETES . : I . bili 6" mai �e ;:• . " ' • I E-2X 4/ @ /�, O.C. NN .' .:'....:'1;t SIDING LiOlt) L I PRESSURE (2)#4 REBAR ' .. I TREATED 1 i . PLATE ANCHORBOLTS ALTERNATE FOUNDATION FOR1/2"X 9" ACCESSORY BUILDINGS FROMLn-rd4------7--- 1000 SQ.FT.TO 3000 SQ.FT. P • 1('7- ','MINIMUM(7" NOTE: 6"min. AI (I(1;1111 1_- �— • 6 T CONCRETE)6' h9 M. O^- 1. Diagonal wall bracing required on1111�` `"� o.c. OR each corner and every 25 feet of wall. FovNDATIONDEPTFi 1111 3 1/2" APPROVED 2. Walls within 3 feet of a property line or18"(Dctached) CONCRETE ANCHOR within 6 feet of a dwelling must be 1 hour (�24"(Attached) •-.•-•• --r. - � SLAB INSTALLED PER rated. (5/8"type "X"gypsum sheathing ►^ on both sides of wall).Openings are not • 6"X 12"FOOTING MANUFACTURER permitted in these walls.Garages over SECTION AA 3,000 sq.ft.require protection when closer than 20 feet to the property line. si Parapets may be required. co . ., 6" min. ALTERNATE 3. Doors entering a garage from the -' !; FOUNDATION house must be 1 3/8"solid core or carry a X1111 • `• 111=1111 (DETACHED 20 minute fire rating(self-closing hinges 111.12--- . - .• X141 UNDER 1000 required). These common walls must also = WI12" min. SQ. FT.) be protected on the garage side with 5/8" 12 (2) #4 Rebar type 'x' gypsum sheathing. F`—'� i E • • FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND A : 1111ZtY - DRAWING BELOW BUILDING DIMENSIONS: /7` 24 • 3 „_tr GARAGE DOOR OPENING AND HEADERSIZE: kX INDICATE THE LOCATION AND SIZE OF ALL WINDO S AND DOORS P 1 �, THE PLAN CeD—V7t44"Lr 7 Ridge Line Width 2'9'0 jkLeatac ,( r -' A` A 0 L .J L _I Please note that while every effort is made to assure the accuracy of the information contained in this brochure it 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 investiga- tion. For detailed information on a particular project, permit,or code requirementrefer directly to applicable file and/or code/regulatory documents or contact the appropriate division or staff. ' 1 i 1 i 1 1 '• I N (2/ 4, 1 , eck Patio 41(Nyv , t _ te ro ,4 o'l i 4t .14 i ' Bed Room Living V ! 1.0 Room to 6 Bath Dining b Bath Room ci .4....., i Kitchen Laund Bed Foyerb 11.5' . ' • Ve d (-41 ...... Win ..... 1... '-,,,, i Room - ry I\ t- In Itiot i 4:3 ............______ 37 ‘ 4 t 1°. I 5,3 in i 1 cNi , 1 2 Main r , /9../ 1/'-41 ........,_,......_ 22.5' 1 4 I t, i 1 4 , .., I I 1 i ' 3 1 T'AivritAiG- t 37 , DeltiCwo4 1 i , , i •/30-----11.74,Y9 1, 84ocok, 3 frootsinoseti 9 sr / 7 r Actenot)