Loading...
2007, 04-18 Permit App: 07001337 AdditionProject Number. 07001337 Inv: I Application Date: 4/18/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: RES ADD/ATT GAR Contact: THURMAN, VONNE Address: 10617 E 10TH AVE C - S - Z: SPOKANE, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 922-1441 Group Name: Site Information: Project Name: Plat Key: 002704 Name: UNIVERSITY PLACE District: Sout Parcel Number: 45204.1221 Block: Lot: SiteAddress: 10617E 10TH AVE Owner. Name: THURMAN, VONNE Address: 10617 E 10TH AVE Location:: CSV SPOKANE, WA 99206 Zoning: UR -3.5 Urban Residential 3.5 Water District: 101 SPO CO WATER 1HST#3B Hold: ❑ Area: 6,230 Sit Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: _ Originally Released: 4/18/2007 By: TMELLB1O�U�� Landuse/Zoning/HE Conditions ReleasQ q - Permits: Operator: JD Printed By: JD Print Date: 4/18/2007 Project Number: 07001337 Inv: I Application Date: 4/18/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit - --- ---- --- --- -- Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Building Characteristics Building Height 14 Description Gro Type Notes GARAGE U-1 VB RES ADD R-3 VB Item Description RESIDENTIAL PERMIT FEE WSBCSURCHARGE SF PLNS RV W < 7999 SQ FT Payment Summary «r:��u..Y.n - .m.no-1-1 ..,..:m .M.>.,I 11....-w,:. .k -.—. . Permit Tvpe Fee Amount Invoice Amount Amount Paid Amount Owine Building Permit $473.85 $473.85 $0.00 $473.85 $473.85 $473.85 $0.00 $473.85 Disclaimer: Submittal of this application certifies the owner (or persons) 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: m Print Date: 4/18/2007 This Application: Total Project: Su Ft Valuation So Ft Valuation 458 $8,702.00 458 $8,702.00 131 $11,968.16 131 $11,968.16 Totals: 589 $20,670.16 589 $20,670.16 Units Unit Desc Fee Amount 1 SELECT $335.25 1 SELECT $4.50 1 SELECT $134.10 Permit Total Fees: $473.85 Payment Summary «r:��u..Y.n - .m.no-1-1 ..,..:m .M.>.,I 11....-w,:. .k -.—. . Permit Tvpe Fee Amount Invoice Amount Amount Paid Amount Owine Building Permit $473.85 $473.85 $0.00 $473.85 $473.85 $473.85 $0.00 $473.85 Disclaimer: Submittal of this application certifies the owner (or persons) 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: m Print Date: 4/18/2007 Permit Center / `�— - 11707 E Sprague Ave, Suite 106 PERMIT NUIIBvER: �� Spokaoe Valley, WA 99206 PERMIT FEE: �VaHgy (509)688-0036 FAX: (509)688-0037 ��''����`"'JJ vnvwsookanevallev.ore Community Development Residential Construction ❑ New Construction ❑ Accessory Bldg Permit Application APR 13 2007 ❑ Addition/Remodel ❑ Deck SITE ADDRESS: ' (-c 1 �— I cTk- ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: DI E'N kS: Contractor: r Name: © Q- Yiec ,I ) /0 Name: Address: C 10--1— Address: IMPERVIOUS SURFACE City: s e UQI State: W4 Ztp. 9rll City: State: Zip: Phone: 2 g Fax: Phone: Fax: KNT SQ. FTG: Fl Contractor Lic No: Exp Date: Contact Person CONSTRUCTION TYPE: City Business Lic. No: SEWER OR SEPTIC? Name: UC V 56WC�r Phone: 50 Describe the scope of work in detail: Cost of Project: $ /G Proposed Use: hoLAA9 e 1©+ k s,-, L Dai, k **************The following MUST be complete: (write N/A if not HEI TO W: DI E'N kS: # OF S`OR ES: TOTAL HABITABLE SPACE: ,E ,I ) /0 MAI FLOOR TO SQ.,4OV 2 FLOOR SQ. FTG: UNF N BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG q (/ /3, r, � C��/ AREA: FINISHED BA G GES . G: DECKICOV.. PATIO SQ. FTG: 30% SLOPES ON KNT SQ. FTG: Fl Al A PROPERTY: N A # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? N(-­� V 56WC�r The permit" verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the dwelling istwill 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: C ex4t.�,_ &L,41� Method of Payment: ❑ Cash ❑ Check ❑ Mastercard Bankcard #: Expires: Authorized Signature: R"SED? W DATE: d/1JI117 9I ❑ VISA VIN#: spare �` ey 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1006 ♦ dtyhalf@spokanevaltey.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. ❑ 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. ❑ Smoke detector locations ❑ 22" X 30' attic access location ❑ 18' X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan 0 Insulation information SUBJECT PHOTOGRAPH ADDENDUM r THURMPN nwnreav IDSL] E tMk Aw e SWC ero �ry Scdune w NM w 9221N aw' WeNirglm MWuel Oenk MMi "MWUY Belk FRONT OF SUBJECT PROPERTY REAR OF SUBJECT PROPERTY STREET SCENE No ct�) I LAly I SpOK'n,c- Uo- Ie j, VJPC a Wo UEeK 1E--- iy'Si:' r roc --- C- ehs�-r, o .V H' PLANNING DEPT. APPROVED BY(w0.wc r^ DATE: -4 l Iq l a-�- Li Q t) WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°•' FOR GROUP R OCCUPANCY CLIMATE ZONE 2 - Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15°% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter orjoist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. C..'I.TllE 1%1o.v0n WSEC Builder's Field Guide 5th Edition WASHINGTON S= UNIVERSITY 1-7 iTi ENERGY PROGIF Glazing Glazing U -Factor 9 Door' Wall" Wall? Wall? Slab° Option Nea': U- Ceiling' Vaultetl Ceiling Above inn Below eW Below Floors on %of floor Vertical Overhead" Factor Gentle Grade Grade Gade I. 10% D40 0.58 020 R-38 R-30 R-21 R-21 R-12 R-30 R -1D int' II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-5' III. 17% 0.37 058 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-5' IV, 25% 0.35 0.58 0.2D R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/ Group R-1 U=0.031 U-0.034 int' / U=0.029 F=0.54 Occupancy U=0.054 Only V. UnHnndetl D.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 Gmup R-3 int' Occupancy Only VI. Unlimited 0.32 0.58 020 R-381 R-301 R-21 R-15 R-12 R-30 / R-10 / Group R-1 U=0.031 U=D.034 int' / U=0.029 F=0.54 Occupancy U=0.054 Only - Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15°% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter orjoist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. C..'I.TllE 1%1o.v0n WSEC Builder's Field Guide 5th Edition WASHINGTON S= UNIVERSITY 1-7 iTi ENERGY PROGIF FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side I Elevation Eden} of header (Two braced wall segments) Extent of header (One braced wall segment) �" Sheathing filler gl�flfgn�-fie �' � £ ...; �;j,�'r73r::k�t.�xi if needed ,ry 2'to 78 (finished width) ii p a e� 16d sinker 'r Fasten sheathing to header with Top plate n nails in 2 rows I' 8d common nods in 3" grid continuity is i ' @ 3" o.c. pat.14 tern as shown and 3" o.c. in required per �+ 4.1 all framing (studs and sills) typ. R602.3 2 1000 lb header- ' ' 100016 header -to -jack -stud strap ; ., to -jack -stud strap •r on both sides of opening ;•r on both sides Max r (Install on backside as shown on , of opening (Ref. height Side Elevation, Ref. No. LSTA24) ' No. LSTA24) •� 10 Ili Min. (2) 2x4 typ. '1 12.502.5(182) Braced wall 7 m If panel splice is needed i} shall segment per ' yet apt Min. 2"x2'x3/16" plate washer 'ate 'I �*" occur within 24" of mid -height. R602.10.5 3/8" min. j-4,",°. � .N Blocking is not required. N. thickness wood ' structural panel •r No. of Min. width based on 6:1 iy" sheathing jock studs height -to -width ratio: For 'I d•1 h per table example- 16" min. for B'height 9 b Mi b li .. Anchor bolt per R403.1.6 Typ. code Foundation per Not to scale 12.502.5(182) "a m yet apt Min. 2"x2'x3/16" plate washer 'ate . EMERGENCY EGRESS REQUIREMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44-) ' 5:0 SQUARE FEET 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 20 INCHES 4) MAX FINISHED SILL HEIGHT 44" ABOVE FLOOR 5) EMERGENCY ESCAPE & RESCUE OPENING SHALLBE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS RLOUIRING A PERMIT OCCUR, SLEEPING ROOMS ARE ADDED R P DWELLINGS, THE DWELLING U 1 SHALL BE PROVIDED WITH SMOKE ALARMS LOCATE A REOUIRED FOR NEW DWELLINGS. SMOKE ALARMS SHALI NECTED ANO HARD WI MANNER THAT THE ACl ALARM WILL ACTIVAT (BEDROOMS, AREAS BEDROOM'S, VAUL WITH RISE OF 240 & ON 0 E INTERCON-_ ) IN SUCH A TION .OF ONE ILL ALARMS. 'PROACHING D CEILING FLOOR) 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 '/2 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 3/4 in. below threshold provided the door does not swing over the landing. 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. _0# felt for ice dam protection �1C7 �(,!L WAL EXISTING ROOF M&A) Is/'TF4 tLy�Ttr} M,L ROOF JDIST o 16' O.C. OVER GTP. DO WITH R-56 PROOF TO MATCH EXtSI1NC BATT INSUUTION AND VENT / SYSTEM .VCC7 TRUSS IG* D.C. GYP. BD. UNDER -R��BArt a+suunoN B MIL VAPOR BARRIER -GWS. EACH SIDE -EXISTING WALL NEW WD. FLOOR SYSTEM WITH BATT INSULATION EXISTING FLOOR — flN. FLOOR TO MATCH EDGE OF EXISTING CONC. SLAB( FIELD VERIFY RECOMPACTED SUITABLE FIELD SOIL4 VERIFY SECTION I/B1' = I1 -01 1 PROTECTION AND OPEN'NGS BETWEEN DWEI LING AND PRIVATE GARAGE SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: ❑ 5; 8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR E31(2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8", OR 20 MINUTE FIRE RATED DOORS. 27'-0" 1/18" GAP 8'-0" 4'-0" 15'-2" BE tVVEEN SHEATHING 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 Portai Frame Bracing Engineered Shear Wall Bracing FLOOR`'I LAW) -1 ` 1ri N1101.3.1– Attic insulation certification required as to R – value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. ELEVATION 1/8 " = 11-011 Attic Ventilation 1 Sq Ft per every 300 Sq Ft of space ventilated with at least 50% in the upper portion of roof area. Attic Accessible by 22' x 30" Radon Mitigation System Required With 6 mil Vapor Barrier RETE TO MiT IC TABLE 404.1.1 (1) FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS "M 8t PORCHES - 3500 # PSI DON ... RIM GYPSUM BOARD USED INTERIOR BRACED WA CONSTRUCTION SHALL FASTENED Nq FURTHE. THAN 7"IO.C. PAL I I I 'ASCIA AND SOFFIT TO MATCH IX IN; W I N I I— O I LLI I N w11 rnNcro CTION U I EXIST!SI,DIHO TO MATCH �� .PLYWD. SHEATHING ��ti I— GARAGE - O -2X6 WD. STUD .C.W.B. a j C1 20'-6" li LLJ N I UNE E MILNIG.ti�NLy of I (JOA ':'MACIOA!; Uj W N I J •6' COHC. FOUNDATION WALL W/ w I T 2 CO VERT. 32' O.C. t µ .I.e• F.v. ...' I.- _,t . CONI. TOO P BOTTOM PP Elentlan #Q_p—'11`" Eleva,lm P •1'-0• . 7' COHC. FOOTING W/ 2— /4 CONT. AND V-6' 94 DOWELS O 72. ox— G I CL DsaMle CHEM: ALL FOOTINGS MUST BE CONTINIJOUS_ FLOOR`'I LAW) -1 ` 1ri N1101.3.1– Attic insulation certification required as to R – value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. ELEVATION 1/8 " = 11-011 Attic Ventilation 1 Sq Ft per every 300 Sq Ft of space ventilated with at least 50% in the upper portion of roof area. Attic Accessible by 22' x 30" Radon Mitigation System Required With 6 mil Vapor Barrier RETE TO MiT IC TABLE 404.1.1 (1) FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS "M 8t PORCHES - 3500 # PSI DON ... RIM GYPSUM BOARD USED INTERIOR BRACED WA CONSTRUCTION SHALL FASTENED Nq FURTHE. THAN 7"IO.C. PAL DW Z O I— U LLI Z N O o I— Z a o C1 Z Q O F— w a Uj W w � J O w r z J G I CL DsaMle CHEM: DRL1p11tG 1110. Al CEILING: ''/2" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used— Otherwise 5/8" GWB. .,w cl -7- A PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY 3JSAT,2 1p " - I I - ,q *jno!.)F-. THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR COLS COM LANCE SPOKANE VALLEY 81JI! DING IVISION —j —AA- IC. �67 47 tit 3a .1-JAH? atAPAJA AOMe. Of (33FIWJ 09AN GNA -2,Ao If> oCiTAVITOA lWl! rAHT RWt—lt-1 MRA to -IJA ".)A V; M"- 3 0 t j i D