Loading...
2007, 09-07 Permit App: 07003543 Shop • Permit Center crn of�T� 11703 E Sprague Ave,Suite B-3 PERMIT NUMBER:!���� Spokane Spokane Valley,WA :rr-r,�.�rD SY , cy PERMIT FEE: "' Valle b (509)688 0036 FAX: t ry�,, r J www.spokanevalle ►_ `'SU 01 t61 Community Development S`` Residential Construction PEa 11 ' -Wto _ uction X Accessory Bldg Permit Application B • ddition/Remodel Deck Other: SITE ADDRESS:E, f 5 2 Z2. 0 /3!h ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner:ku.e7 e 1 L Contractor: Name: /'cr�`//5°I C. Name: O[p N Address: 15.2:w E f 3797Address: J City: 5ori bit. ()Galley State: met Zip: City: State: Zip: Phof e }��;011 /�} 71 Fax: Phone: Fax: ce jJ qq9 - w.,1-7- Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: Ru55v i C,0€4,150,--7 Phone: qqq 'tZ/ 7 Describe the scope of work in detail: Cost of Project: $ 3, 0001j 30 7( VShop d %eci Proposed Use: .3 ovoegto, **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABVABLE SPACE: 21 f 30 PIO 7- VA MAIN FLOOR TO SQ. 2"I' FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: /1p /t- a/VA t//A-, AREA: iv 7 FINISHE6 BAS NT GARAGE SQ. FT DECK/C PATIO SQ. FTG: 30% SLOPES ON ,f/ SQ. FTG: N� / lO c 1 if PROPERTY: /Y #OF BEDROOMS: CO TRUCTION TYPE: HEAT SOUR SEWER OR SEPTIC? J4 5• .'dc e /VA' ,5ew,ev 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: 4612,6,e-reDATE: Method of Payment: 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 SCITYok pane40 Valle Y 11703 E Sprague Ave Suite B-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. O 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 O 22" X 30" attic access location ❑ 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 ❑ Roof framing plan and details O Furnace and hot water heater location. ❑ All header locations: type, size, and connections O Foundation plan O Insulation information Permit Center Spokane ��.� 11703E Sprague Ave,Suite B-3 Spokane Valley,WA 99206 PERMIT NUMBER: doo.Valleyw (509)688-0036 FAX:(509)688-0037 PERMIT FEE: www.spokanevalley.org Community Development Plumbing Permit Application n Commercial X Residential SITE ADDRESS: _ iN& 15220 ,Q57' /I/4 Building Owner Name: Phone: 99,3 Fax: Address: /5 22 0 / `./ /3/4 City: 5�okan 1/S4. State: wit Zip: 99037 Contractor VJ Name: Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact Name: l�/.0 5 5 Phone: 999—V21 7 DESCRIPTION OF WORK #OF UNITS X COST = TOTAL/ AMOUNT{p 1 TOILETS WATER CLOSET,BIDETS / X $6.00 = 6,00 2 URINALS X $6.00 = 3 TUBS X $6.00 = 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT X $6.00 = LAYS/BASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, / X $6.00 = 6, 00 X-RAY,FOOD,PREP/CULINARY MEAT 6 DISHWASHER X $6.00 = 7 CLOTHES WASHER X $6.00 = 8 GARBAGE DISPOSAL X $6.00 = 9 WATER SOFTENER i X $6.00 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL / X $6.00 = 6 ,0 0 AREA,CASE,COIL,TRENCH, /� ,0011 FLOOR DRAINS CONDENSATE / X $6.00 = (�' 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 = 13 FOUNTAINS,DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR, .00 14 VENT,PLUMBING,REVERSAL REVERSALS / X $6.00 = (v 15 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6.00 = ICE AN/OR COFFEE MAKER,HOSE BIB, 16 WATER USING DEVICE STEAMER X $6.00 = PROOFER,CARBONATOR,SWAMP COOLER VACUUM BREAKER,CHECK VALVE, AND R.P.B.P.D.FOR: VATS,TANKS, 17 CROSS CONNECTION DEVICE BOILERS X $6.00 = GREASE TRAP,SAND TRAP, 18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 = 19 MEDICAL GAS(per outlet) NITROUS,OXYGEN X $6.00 = 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 = 21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 = 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 = SUBTOTALD , Ov METHOD OF PAYMENT: PROCESSING FEE ❑CASH ❑CHECK ❑VISA 0 MC EXPIRES: $35.00 Card# VIN: TOTAL PERMIT FEE DUE: $ 65 f 00 AUTHORIZED SIGNATURE: REVISED 8/26/05 Permit Center SOkane 11703E Sprague Ave,Suite B-3 PERMIT NUMBER: P Spokane Valley,WA 99206 4000 Valley (509)688-0036 FAX:(509)688-0037 PERMIT FEE: Community Development www.spokanevalley.org Mechanical Permit Application ❑ Commercial lkd Residential SITE ADDRESS: E- /5Z zO 13./4 Building Owner Name: r / Phone: .&aS Rix 5 5�e l (ex 92�-/9 3�/ // Cell 99q-74Z/ Address: /5 2 20 /37 L City: .SiC�O'/f G1 ne, j4 9 State: 1,/l! Zip: 7 96737 Contractor / / lti�T Name: A✓h Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact / 7 Name: /V 1,0 6e1 (././7 d!/ r.i Phone: 9 '7 q VZ / / DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X $12.00 = 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 = /5,00 3 UNLISTED APPLIANCE(Additional Fee) Equal to or less than 400,000 X $50.00 = 4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 = 5 USED APPLIANCE(WSEC min.AFUE rating) Equal to or less than 400,000 X $50.00 = 6 USED APPLIANCE(WSEC min.AFUE rating) More than 400,000 X $100.00 = 7 BOILER/REFRIGERATION 1-100M BTU X $12.00 = 8 BOILER/REFRIGERATION 101-500M BTU X $20.00 = 9 BOILER/REFRIGERATION 501-1,000M BTU X $25.00 = 10 BOILER/REFRIGERATION 1,001-1,750M BTU X $35.00 = 11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 = 12 GAS LOG,GAS INSERT,GAS FIREPLACE X $10.00 = 13 RANGE X $10.00 = 14 DRYER X $10.00 = 15 FUEL BURNING WATER HEATER X $10.00 = 16 MISC.FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING(each outlet) X $1.00 = /, 00 18 DUCT SYSTEMS X $10.00 = 19 VENTILATING FANS X $10.00 = 20 AIR HANDLER(DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 = 21 AIR HANDLER(DOES NOT include ducting) Greater than 10,000 CFM X $15.00 -= 22 EVAPORATIVE COOLERS X $10.00 = 23 TYPE I HOOD X $50.00 = 24 TYPE II HOOD X $10.00 = 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 = 26 AIR CONDITIONER 4-15 TON X $20.00 = 27 AIR CONDITIONER 15-30 TON X $25.00 = 28 AIR CONDITIONER 30-50 TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $60.00 = 30 LPG STORAGE TANK X $10.00 = 31 WOOD OR PELLET STOVE/INSERT X $10.00 = , 32 WOOD STOVE-FREE STANDING X $25.00 = 33 REPAIR&ADDITIONS X $15.00 = 34 VENTILATION SYSTEMS X $12.00 = 35 VENTILATION MECHANICAL EXHAUST X $12.00 = 36 INCINERATOR-RESIDENCE X $19.00 = 37 INCINERATOR-COMMERCIAL X $22.00 = METHOD OF PAYMENT: SUBTOTAL ❑CASH ❑CHECK 0 VISA 0 MC EXPIRES: PROCESSING FEE $35.00 CARD#: VIN: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 PERMIT CENTER CITY OF Spokane Project Transmittal i Valley. 11703 E Sprague Ave. Suite B-3 Spokane Valley WA 99206 Phone: 509.688.0036 Fax: 509.688.0037 New Application/Pre-Application : (.-cJ_ Provide one of the following (REQUIRED FOR ACCEPTANCE): Response to Review Comments o PLUS Project#: )_ 3 `�C( 3 Revisions to Application ❑ Parcel Number: Other (Describe Below): ❑ Site Address: 1 1-:)----D___2_(-; i_ k.?ji k. Route to (Please check all that apply): Division #of Sheets/Type of Document/#of Copies Received by: -Building - VERIFIED/ ITIALS a . 1 / A "t, ( t-- i3O)` / 1 I / <-- .� C. Y a- ,,= / I 1 / (t (- �=1=i- - ICS ,1 / ° / e / / QC Check byN ❑ Development Engineering VERIFIED/INITIALS P 9 9 / .`_` NY / 0 / 11111111 ' / `�� / 0 / QC CQG CtibalcbyF l Irgir _ :" p t '� VERIFIED , TIALS ; `p--Planning I / (\.s:` ► "1 ,(.�" / QCT' eck n � EFtIFIED/INITIALS ❑ SV Fire Department / / o / k 0 Qx Project Co.tact Information: f'�k' V �` Phone: C.c7 % , -(�. ��� Name: l,l. �(_ l Email: Fax: Relationship to Project: ❑ Architect 0 Engineer 0 Other Design Professional 0 Contractor ' her/Applicant DATE STAMP: Y aa; 15210 134) a v b ........ .............m..-, . .. 4X , --AK- -X1 , \ .......A4 n t-1-> N , , A : 6 0 frc 6_ N • 1 t ‘r) J \-0 cl NI 0 V[h \\r----1-------- A\ <-----' 3° 1---- / t . ---10. . . ' C''''A7/ 1, f\ slior PLANIMR,IG DEPT. APPROVED BY: itt,n - " ,.., a — ti DATE: // st;P;o07 -----------z:: er , , (E210 / 3-go ____L ,vb stN • A 06 H-4 frC Sci[A/44 /1\ 5Aor PLANNING DEPT.APPROVED BYV:4 DATE: 9//8/07 r I CG STRUCTURAL NOTES: 1. DESIGN LOADS PER 2003 IBC: A. ROOF LIVE LOAD 20 PSF AND SNOW LOAD 40 PSF B. SEISMIC ZONE 28 EXPOSURE 'C'. C. WIND LOADING PER 70 MPH, E. SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSF. A SOIL REPORT SHALL BE REQUIRED ON ANY QUESTIONABLE SOIL OR UNUSUAL TERRAIN FEATURES. A. ASSUMED MAX SOIL BEARING CAPACITY 1500 PSF. 2. FOUNDATIONS:B. VRIORD BY THE FILL COMP ACED TOT 95 PERCENT RELATIVE SDENSTD SOIL EFIE ENGINEERED C. FLOOR SLABS TO BE PLACE ON A CUSHION OF 3 INCHES OF BUILDING OFFICIAL. CLEAN SAND OR PEA GRAVEL. . A. THE COMPRESSIVE STRENGTH OF THE CONCRETE FOR FOUNDATION 3. CONCRETE: ER AND FLOOR SLAB CONCRETE SHALL 2A LS250CKS OF PSI, ORPGRCUE . YWATERFTO CEMENT RATIO SHALL BE 5-1/2 CONCRETE WITH 6-3/4 GALLONS WATER PER 94 POUND SACK OF CEMENT. 2500- 8.PSI IMUUMCD COMPRESSIVE STRENGTH ORCING AT 28 INCHESDAYS. FOR INCHES LLS. B. MINIMUM COVERAGE OF REINFORGANDS1EhSHALL BE 3 INCHES OF THE BOTTOM, 2 INCHES ON THE SIDES, 4. REINFORCING STEEL: INTERMEDIATE GRADE40, NEW, CLEAN AND FREE A. ALL REINFORCING STEEL SHALL BE DEFORMED, GRADE, BILLET STEEL -ASTM AS 15-72, B. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIMUM OF - OF DIRT AND/OR OIL. 12 INCHES (2500 PSI) OR 40 BAR DIAMETER. C. ALL REINFORCING SHALL BE TIGHTLY TIED AND PROPERLY SUPPORTED DURING CONSTRUCTION. D. ANY WELDED WIRE MESH SHALL BE ASTM -A185. 5. WOOD: Np.2 KD, FB -1150 ASF A. PERILSC SEC. FTE NOMINAL DF /L FB -1 ©16" O.C. B. JOISTS AND USETERS, 2" FOR REPETITIVE BEAMS, HEADERS, AND LINTELS: OVER 17' W/ 4" NOMINAL, DF #2, FB 18 F6P950 PSR1. H6"#NOMNAL, DF 11, FDF 6=#350 PSI, F50 P51 PSI, #1 # OR 1050 PSI IF HF #1, DF #2, FB=875 PSI, HF #2 F8=675 PSI D. STUDS 2X4 OR 2X6 HF (NORTH) GRADE #2 FB=11600 CI#2 DF FOR REPETITIVE USE FOR 3 STORY BLDG. USE 2X6 OR 3X4 = OF 6. STRUCTURAL STEEL: A36 STEEL. ALL RUST. TP PE COLUMNS ESHALL BE ASTM L SHALL BE TA53, GRADE B ORR ASOL, FREE TE (ALBC.) 2303. 7. STRUCTURAL FRAMING:WITH IBC g. PROVIDE NAILING IINCOMPLIANCE ACCORDA CE WITH BCESCHEDULE2201,AND 2304.9.1 NOTEOVER. MIN MUMUNAILING SCHEDULESAND IFOTHER GENERAL SPECSICATIONS SHALL TAKE PRECEDE • NCE C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANSOVER'8 FEET. • E. USE APPROVED JOIST HANGERS WHERE REQUIRED. CH CABR BRIDGING IF CEILING UNFINISHED. SIZES TO BE _VERIFIED„DETAILED,', - F. ROOF TRUSSES, `1MANUS CTU ERRS SPECIFICATIONSAAND¶ INSTRUCTIONS. ALL TRUSSES PERd'sHALL DE DESIGNED MUST BE STAMPED BY LICENSED IN-STATE PROFESSIONAL ENGINEER. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MATERIALS AND TO ADEQUATELY BRACE TRUSSES. 8. STUD WALLS: A. USE 2X6 STUDS AT 16” 0.C. PER IBC 2303 UNLESS OTHERWISE F, DOUBLE SPECIFIED. TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET.' MINIMUM NAILING OF 6-15 ©48" MINIMUM. LAPS ®EACH SIDE OF JOINT WITH 16d & 12"3 STORY BETWEEN PLATES FOR EXTERIOR & INTERIOR LONG WALL 9. .ROOFING: A. • APPLY ROOFING IN ACCORDANCE WITH IBC. SEC. 1503 g. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS AND/OR SEC. 1203. PRE ENGINEERED TRUSS © 24" 0.C. ARCHITECTURAL COMP. ROOFING W/ R„ PLYWOOD SHEETING 2X INSULATION DAMA W/ (2) HOLES PER BLOCK VINYL SIDING W/ PLYWOOD SHEETING COMP. ROOFING. W/ � PLYWOOD SHEETING I1/®®/1/e/1/11/111010 ®1111®�11�®®� 111111 011 —Cr VINYL SIDING W/ �" PLYWOOD SHEETING VINYL SIDING W/ g" PLYWOOD SHEETING 2x6 PT MUD SILL 6" MIN SLOPE FINISH GRADE '�- Y2"X10" A.B.'S ©72"O.C,'" 12" FROM EACH CORNER, MIN 2 PER EACH PLATE 4" CONCRETE SLAB rOVER 3" PEA GRAVEL r/ W/6x6-10x10 WWF III 311;1 31_ 1;1 L -IAF 4 HORZ CONTINUOUS T -, # -�1 24,. O.C. 20" OVERLAP g4 © 48" 0.C. VERT. (2) #4 CONTINUOUS 2x4 BARGE'. RAFTERS © 4'-3" 0.C., SECURED TO SECOND TRUSS (TYP. BOTH GABLES) GABLE END TRUSS. LOWERED TO ALLOW BARGE RAFTER TO PASS OVER TOP (TYP. BOTH GABLES) PRE -BUILT ENGINEER TRUSSES © 2' 0.C. ROOF:_ 1. ATTIC SHALL BE 1203 OF THEVENTILATION 2003 INTERNATIONAL BUI DIACCORDANCE CODE.THVENTILATION CALCULATIONS METHODS PROVIDED THEREIN. 2. ALL VENT OPENINGS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS NO GREATER THE 1/4 INCH SQUAREDIMENSION. 3, ALL ROOF VALLEYS TO HAVE CONTINUOUS 26 GAUGE GALVANIZED 4, ANY SHINGLE NAILS TO BE GALVANIZED STAINLESS STEEL OR ALUMINUM FLASHING. PER TABLE 1507.2 IBC. -' 5. A 22"X30" MINIMUM ATTIC ACCESS TO BE PROVIDED FOR EACH ATTAR ATE ATTC AREA WITH NO LSS THAN 30 IC ACCESSI IDOOR SHALL HAVEER-30 NSULATONNMINIMUM. THE S FOR DOOR SHALL BE WEATHER STRIPPED AND EQUIPPED WTH HARDWARE TO PROVIDE FOR A TIGHT CLOSURE. 6. PRE -MANUFACTURED TRUSSES ARE TO BE DESIGNED AND 5 -TAMPED 6 A LICENSED CIVIL ENGINEER. TRUSS SHEETS, WEB BRACING REQUIREMENTS FOR COMPLIANCE AND, ANY APRIOR TTONFABRICATION S ARE TO E OR PERMIT DISSUEREVIEW OF CODE LL CONNECTIONS OF 7. APPROVED JACK,HANGERS TRUSSERE TOS B TO THE MAINUSED AT AG GIRDER TRUSS. TRUSSRAFTERS, MANUFACTURER TO PROVIDE APPROPRIATE TYPE SPECIFICATION. 8. NON-BEARING WALLS SHOULD BE DISTANCED DOWN FROM THE BOTTOM ENSSUREO HEHTRUSSSB TTOMDCHORDEWILLDNOTHAN APPROVED FASTENER TO BEAR UPON NON-BEARING 9, THE ROOF SHALL BE ANCHORED TO RESIST WIND UPLIFT LOADS. USE WALL. SIMPSON 'H' ANCHORS, OR EQUIVALENT.' 10. TRUSSES SHALL NOT BE FIELD -ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL. 11. TRUSSES SHEETS SHALL BE AVAILABLE ON SITE FOR FIELD VERIFICATION BY THE BUILDING INSPECTOR. 6„ FOUNDATION WALL. CONTINUOUS FOOTING OVERHEAD DOOR LOCATION 2' OVERHANG (TYP) DRAWN BY: SLS CHECKED BY:. JEH DWG FILE: ... 07-oo5-o0 PROJ. 07-005-08.8 ROOF PLAN SCALE: r=1, SCALE: "=1,