Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2007, 06-08 Permit App: 07002201 Tear Off, Reroof, Egress Windows
Project Number: 07002201 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: ............_ .................... . Permit Use: TEAR OFF RE -ROOF/ 2 EGRESS WINDOWS Date: 6/8/2007 Page 1 of 2 Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Name: Range Contact: HOWARD, KELLY Address: PO BOX 1279 C - S - Z: SPOKANE, WA 99210 Phone: (509) 994-1025 Group Name: Project Name: District: East Parcel Number: 55082.1301 Block: SiteAddress: 19106 E BUCKEYE AVE Location:: CSV Lot: Owner: Name: HOWARD, KELLY Address: PO BOX 1279 SPOKANE, WA 99210 Zoning: UR -7 Urban Residential -7 Water District: 134 CONSOLIDATED ID #19 Hold: ❑ Area: 16,380 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: ,,,,,mdtcsaasaisew,,aiValraNZWilts, «::I ;} ; .,.." t._.r:�.M.s, ::41/111VMS2113akfrOeMITILIPOISTOSOW40 AiAlt,;VAINOViaratiONFARMIDESPE1 Review Building Plan Review Released By: Septic Sys Review Released By: Permits: ►, a a�-�.L :..-:., Operator: JD Printed By: JD Print Date: 6/8/2007 4(6701•1110443111,42-11111 /So Project Number: 07002201 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/8/2007 Page 2 of 2 Contractor: OWNER Building Permit Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description g2 Type Notes Sq Ft Valuation Sqj Valuation 1&2 FAMILY R-3 VB 2 EGRESS 0 $1,200.00 0 $1,200.00 WINDOWS 1&2 FAMILY R-3 VB TEAR OFF/RE- ROOF 0 $4,500.00 0 $4,500.00 Totals: 0 $5,700.00 0 $5,700.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $125.25 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW < 7999 SQ FT 1 SELECT $50.10 Permit Total Fees: $179.85 Notes: 4.„„v tkyjiMailf(ACK4211;SYMEMICNNISAIiirliger.ertIAVIV.R.MM wiv Mi2fMtAirt4g2:.ilitikatiCESIMIMMISSieiriiinCaMaIR PaVment SUMniarV: Vgire..41,47 WaitilM1110 • .175,101 TAXWIREMA,,,PF,,t '74.17", r/i1C4WMEXICRTIMUSIEXISZOSitrYN-1.4W1MV:111411PNWIEVIMMIPINk1111Pik11702 Permit Type Building Permit Fee Amount Invoice Amount Amount Paid Amount Owing $179.85 $179.85 $0.00 $179.85 $179.85 $179.85 $0.00 $179.85 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: 6/8/2007 06/26/2027 13:30 5294E23457 PAGE 01/05 June 8, 2007 To: City of Spokane Valley Permit Center 11703 E Sprague Ave Ste B-3 Spokane Valley, WA 99206 RE: Permit application for two (2) egress windows in residential building Permit application for reroof of residential building Attached are two applications for permits. The permit application for the two egress windows has plans attached. Please let me laiow if there are any further requirements for the issuancc of these pemits. phone 994-1025 JUN OB 2007 13:34 5094563457 PAGE.01 FLOORS TABLE R502.5(1) GIRDER SPANS° AND HEADER SPANS FOR EXTERIOR BEARING WALLS s for Douglas fir -larch hem -fir, southern pine and s ruce- ine-firb and required number of jack studs) GIRDERS AND HEADERS SUPPORTING SIZE GROUND SNOW LOAD (pe) 30 50 Building width' (feet) 28 36 20 28 36 Span NJ° Span NJ° Span NJ° Span NJd Span NJ° Span NJ° Roof and ceiling 2-2.x4 3-6 1 3-2 l 2-10 1 3-2 1 2-9 1 2-6 2-2x6 5-5 l 4-8 I 4-2 1 4-8 1 4-1 1 3-8 2-2x8 6-10 1 5-11 2 2 5-11 2 5-2 2 4-7 2 2-2x10 8-5 2 7-3 2 6-6 2 7-3 2 6-3 2 5-7 2 2-2x12 9-9 2 8-5 2 7-6 2 8-5 2 7-3 2 2 3-2x8 8-4 1 7-5 1 6-8 1 7-5 1 6-5 2 5-9 2 3-2x10 10-6 1 9-1 2 8-2 2 9-1 2 7-10 2 7-0 2 3-2x12 12-2 2 10-7 2 9-5 2 10-7 2 9-2 2 8-2 -, - 4-2x8 7-0 1 6-1 2 5-5 2 6-1 2 5-3 2 4-8 2 4-2x10 11-8 1 10-6 1 9-5 2 10-6 1 9-1 2 8-2 2 4-2x12 14-1 1 12-2 2 10-11 2 12-2 2 10-7 2 9-5 2 Roof, ceiling and one center -bearing floor 2-2x4 3-1 1 2-9 1 2-5 1 2-9 1 2-5 1 2-2 1 2-2x6 4-6 1 4-0 1 3-7 2 4-1 1 3-7 2 3-3 2 2-2x8 5-9 2 5-0 2 4-6 2 5-2 2 4-6 2 4-1 2 2-2x10 7-0 2 6-2 2 5-6 2 5-6 2 5-0 2 2-2x12 8-1 2 7-1 2 6-5 2 7-4 2 6-5 2 5-9 3-2x8 7-2 1 6-3 2 5-8 2 6-5 2 5-8 2 5-1 2 3-2x10 8-9 2 7-8 2 6-11 2 7-11 2 6-11 2 6-3 3-2x12 10-2 2 8-11 2 8-0 2 9-2 2 8-0 2 7-3 2 4-2x8 5-10 2 5-2 2 4-8 2 5-3 2 4-7 2 4-2 2 4-2x10 10-1 1 8-10 2 8-0 2 9-1 2 8-0 2 7-2 2 4-2x12 11-9 2 10-3 2 9-3 2 10-7 2 9-3 2 8-4 2 Roof, ceiling and one clear span floor 2-2x4 2-8 1 2-4 1 2-1 1 2-7 1 2-3 1 2-0 2-24 3-11 1 3-5 2 3-0 2 3-10 2 3-4 2 3-0 2 2-2x8 5-0 2 4-4 2 3-10 2 4-10 2 4-2 2 3-9 2 2-2x10 6-1 2 5-3 2 4-8 2 5-11 2 5-1 2 4-7 3 2-2x12 7-1 2 6-1 3 5-5 3 6-10 2 5-11 3 5-4 3 3-24 6-3 2 5-5 2 4-10 2 6-1 2 5-3 2 4-8 2 3-2x10 7-7 2 6-7 2 5-11 2 7-5 2 6-5 2 5-9 2 3-2x12 8-10 2 7-8 2 6-10 2 8-7 2 7-5 2 6-8 2 4-24 5-1 2 4-5 2 3-11 2 4-11 2 4-3 2 3-10 2 4-2x10 8-9 2 7-7 2 6-10 2 8-7 2 7-5 2 6-7 2 4-2x12 10-2 2 8-10 2 7-11 2 9-11 2 8-7 2 7-8 2 Roof, ceiling and two center -bearing floors 2-2x4 2-7 1 2-3 1 2-0 1 2-6 1 2-2 1 1-11 1 2-2x6 3-9 2 3-3 2 2-11 2 3-8 2 3-2 2 2-10 2 2-24 4-9 2 4-2 2 3-9 2 4-7 2 3-8 2 2-2x10 5-9 2 5-1 2 4-7 3 5-8 2 4-11 2 4-5 2-27412 6-8 2 5-10 3 5-3 3 6-6 2 5-9 3 5-2 3-2x8 5-11 2 5-2 2 4-8 2 5-9 2 5-1 2 4-7 2 3-2x10 7-3 2 6-4 2 5-8 2 7-1 2 6-2 2 5-7 2 3-2x12 8-5 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 3 4-2x8 4-10 2 4-3 2 3-10 2 4-9 2 4-2 2 3-9 2 4-2x10 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 2 4-2x12 9-8 2 8-6 2 7-8 2 9-5 2 8-3 2 7-5 (continued) 90 2003 INTERNATIONAL RESIDENTIAL CODE® TABLE R502.5(1) -continued GIRDER SPANS' AND HEADER SPANS" FOR EXTERIOR BEARING WALLS Douglas fir -larch, hem -fir, southern pine and sprum- pine -fir° and required number of jack studs) GIRDERS AND HEADERS SUPPORTING SIZE GROUND SNOW LOAD (psf)" . 30 50 Building width` (feet) 20 28 38 20 28 38 Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° Root, ceiling and two clear span flocs 2-2x4 2-1 1 1-8 1 1-6 2 2-0 1 1-8 1 1-5 2 2-2x6 3-1 2 2-8 2 2-4 2 3-0 2 2-7 2 2-3 2 2-2x8 3-10 2 3-4 3 3-0 3 3-10 2 3-4 2 2-11 3 2-2x10 4-9 2 4-1 3 3-8 3 4-6 2 4-0 3 3-7 3 2-2x12 5-6 3 4-9 3 4-3 3 5-5 3 4-8 3 4-2 3 3-24 4-10 2 4-2 2 3-9 2 4-9 2 4-1 2 3-6 2 3-2x10 5-11 2 5-1 2 4-7 3 5-10 2 5-0 2 4-6 3 3-2x12 6-10 2 5-11 3 5-4 3 6-9 2 5-10 3 5-3 3 4-24 5-7 2 4-1D 2 4-4 2 5-6 2 4-9 2 4-3 2 4-2x10 6-10 2 5-11 2 5-3 2 6-9 2 5-10 2 5-2 2 4-2x12 7-11 2 6.10 2 6-2 3 7-9 2 6-9 2 6-0 3 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kN/m2. a. Spans are given in feet and inches. b. Tabulated values assume *2 grade lumber. c. Building width is measured perpendicular to the ridge. For widths between those shown, spans are permitted to be interpolated d. NJ - Number of jack studs required to support each end. Where the number of required jack studs equals one, the leader is permitted to be supparted by an ap- proved framing anchor attached to the full -height wall stud and to the hPaArG e. Use 30 psf ground snow load for cases in which ground snow load is less than 30 psf and the roof live load is equal to or less than 20 psL 2003 INTERNATIONAL RESIDENTIAL CODE® 91 06/09/2E27 14:47 5094583457 \SA CkCV-k - 0 3e.)0,, -0039 l'(±. Ui/e.11 6aseurkAevi- floor- a WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE DWELLING UNIT RIAU. SE PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. JUN 08 2007 14:51 FO\ A r -C>01\0•• SMO ALA2MS SHALL SE INTERCON NECTED ANO HARD WIRED IN SUCH $ MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS (BED OOMS, AREAS APPROACHINE BEDOOMS, VAULTED CEILING ziISE OF 24" & )N EACH FLOOR) 5094583457 PAGE.01 z V2:2T 2_,00z 80 LS28Sb6OS J Q 1315cAoe W.INDoul ViUyk ¶1�der EMERGENCY EGRESS REGI REMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 441 5.0 SOI/ARE 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 SHAU, BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS Ri oQeJFQ)LE. Si i st'IZ x 51 Ifz <ou5' or J )..3 �Q ; h{ 333i. 9 SeMQ�� F \oov, L yX g i-1eaAes L00Z/80/90 LSbE8Sb80S S21/V3 d9Gd t72:2T 2202 60 Nflf LsP2est,Gos CEO ) WINDOW WELL: Min. 9 sq. ft. horizontal area. Min. 3 ft. horizontal projection and width. Max. 44 in. vertical depth without a ladder /P27/PP/Pn lql2FR;V;Pq