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2007, 02-14 Permit App: 07000321 GarageProject Number: 07000321 Inv: 1 . Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/14/2007 Page 1 of 2 Project Information: MOM'1r Permit Use: 40X26 GARAGE Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 000000 Name: Range ASS r ..;: _s. _ ENA Contact: TRAUTMAN, HAROLD Address: 8109 E VALLEYWAY C - S - Z: SPOKANE, WA 99212-2831 Phone: (509) 926-8697 Group Name: Project Name: District: Nort Parcel Number: 45183.0526 Block: SiteAddress: 8109 E VALLEYWAY AVE Location:: CSV Zoning: UNKN Unknown Water District: Area: !,018.00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: Owner: Name: TRAUTMAN, HAROLD Address: 8109 E VALLEYWAY SPOKANE, WA 99212-2831 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: Originally Released: 2/13/2007 By: TMELBOU Landuse/Zoning/HE Conditions Permits: Released By: THE 384 SF EXISTING SHED MUST BE REMOVED PRIOR TO FINAL INSPECTION OF NEW GARAGE -MH Originally Released: 2/5/2007 By: mharnois Operator: JD Printed By: JD Print Date: 2/14/2007 Project Number: 07000321 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/14/2007 Contractor: OWNER Description Grp Type Notes GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Building Permit Page 2 of 2 Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Sq Ft Valuation Sq Ft Valuation 1,040 $95,014.40 1,040 $95,014.40 Totals: 1,040 $95,014.40 1,040 $95,014.40 Units Unit Desc 1 1 1 SELECT SELECT SELECT Permit Total Fees: Fee Amount $965.75 $241.44 $4.50 $1,211.69 DEMOLITION PERMIT MUST BE OBTAINED AND FINAL INSPECTION APPROVED PRIOR TO FINAL INSPECTION OF 40X26 GARAGE WHEN ANY NEW ACCESSORY STRCTURE IS ENCLOSED FOR OCCUPANCY, THE 384 SF EXISTING SHED MUST BE REMOVED-MICKI THE 384 SF EXISTING SHED MUST BE REMOVED PRIOR TO FINAL INSPECTION OF NEW GARAGE -MH Payment Summary Permit Type Building Permit Fee Amount $1,211.69 Invoice Amount $1,211.69 $1,211.69 $1,211.69 Amount Paid $0.00 $0.00 ontiuNwArr Amount Owing $1,211.69 $1,211.69 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: 2/14/2007 Project Number: 07000321 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/2/2007 Page 1 of 2 Project Information: Permit Use: 40X26 GARAGE Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 000000 Name: Range Parcel Number: 45183.0526 Block: SiteAddress: 8109 E VALLEYWAY AVE Location:: CSV Zoning: UNKN Unknown Water District: Area: ;,018.00 Acres Contact: TRAUTMAN, HAROLD Address: 8109 E VALLEYWAY C - S - Z: SPOKANE, WA 99212-2831 Phone: (509) 926-8697 Group Name: Project Name: District: Nort Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information:: Review Building Plan Review Landuse/Zoning/HE Conditions Lot: Owner: Name: TRAUTMAN, HAROLD Address: 8109 E VALLEYWAY SPOKANE, WA 99212-2831 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Released By: c2` 5 _i 7 Print Date: 2/2/2007 Project Number: 07000321 Inv: 1 . Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/2/2007 Page 2 of 2 Building Permit Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sa Ft Valuation GARAGE U-1 VB 1,040 $95,014.40 1,040 $95,014.40 Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Totals: 1,040 $95,014.40 1,040 $95,014.40 Units Unit Desc Fee Amount 1 SELECT $965.75 1 SELECT $241.44 1 SELECT $4.50 Permit Total Fees: $1,211.69 Notes:. ,.... , V �......... , .42g,. ..., YNA ._s ; r.MINMINSVQP,MMTVMONAWAS WHEN ANY NEW ACCESSORY STRCTURE IS ENCLOSED FOR OCCUPANCY, THE 384 SF EXISTING SHED MUST BE REMOVED-MICKI Payment Summary Permit Type Building Permit AMWSNINWIRM '4k Fee Amount Invoice Amount Amount Paid Amount Owing $1,211.69 $1,211.69 $0.00 $1,211.69 $1,211.69 $1,211.69 $0.00 $1,211.69 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 2/2/2007 SNMiane Valley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA •99206 (509)688-0036 FAX: (509)688-0037 www.spokanevallev.ore.com Residential Construction Permit Application JAN 3 1 2007 PERMIT NUMBER: PERMIT FEE: *New Construction o Accessory Bldg o Addition/Remodel o Deck eiir Other:ep SITE ADDRESS f4zs, - -79 f le/e/ ? / k ^7' 111z' s 7` /74.A.f ft '* L 6 f7 ASSESSORS PARCEL NO: ilj"/$J, C5 2 i LEGAL DESCRIPTION: eJ2szsofr, EXc sv $o F1 - Building owner 1-4-741. ,7747405.. 5.. -ire,, kc , - . Name: sa'n .e.... - Address: Address: 4 1/o y" . etaey lr/oe City: 5).°9fa >? e- 4/dray Zip: //.24Z?—�-W3% y Phone72/ 13'0'2 09 0t(9-7 , 9 Name: Phone: Describe the scope of work in detail: Cost of Project: %T-e.w 5J de,i5f a%%`as%/dcef ,/ / ° to '4-i noe,//71, 1 ne Ioitowmg nimbi De complete: (write N/A it not applicable)********************** HEIGHT TO PEAK: /5"' Name: # OF STORIES: -e - Address: MAIN FLOOR TO SQ. FTG: City Zip: Phone: Fax: Lic No: Exp. Date: City Business Lic No: # OF BEDROOMS:. 7? /. Describe the scope of work in detail: Cost of Project: %T-e.w 5J de,i5f a%%`as%/dcef ,/ / ° to '4-i noe,//71, 1 ne Ioitowmg nimbi De complete: (write N/A it not applicable)********************** HEIGHT TO PEAK: /5"' DIMENSIONS: ,g6.'04,1, fo `A. # OF STORIES: -e - TOTAL HABITABLE SPACE: 7/,,i2; MAIN FLOOR TO SQ. FTG: ell FLOOR SQ. FTG: UNFIN BASEMENT SQ; FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: 77, f, GARAGE SQ. FTG: ON /ego Soft- DECK/COV. PATIO SQ. FTG: 77 Az 30% SLOPES ON PROPERTY: %D # OF BEDROOMS:. 7? /. CONSTRUCTION TYPE: Zt q9Z flit HEAT SOURCE: "1 4i SEWER OR SEPTIC? ff 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 Date ,//0 Method Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: DEVISED 8252005 0 Other ;;gib111 toxS t o Prof A‘ fr-7 147 5 /raft v r of 4,3191, q(,.. ,.047-/ ems= 5e. r • seve NOISE" Single 3-1/8" x 12" BOISE GLULAMTM 24F-V4/DF Roof BeamIRB01 C CALC® 9.3 Design Report - US 1 span I No cantilevers 10/12 slope Friday, February 02, 2007 14:02 guild 057 ob Name: address: ;ity, State, Zip: , ;ustomer: :ode reports: ICBG 5745, LA - 01365 File Name: BC CALC Project Description: RB01 Specifier: Designer: Company: Misc: 12 + j, I i I 30, 3-1/2" )L 388 lbs iL 540 lbs 18-00-00 Total Horizontal Product Length = 18-00-00 B1, 3-1/2" DL 388 ibs SL 540 lbs Load Summary rag Description 1 Standard Load Controls Summary Pos. Moment End Shear Total Load Defl. Live Load Defl. Max Defl. Span / Depth Bearing Supports BO Post B1 Post Cautions Load Type Unf. Area (psf) Value 3966 ft -lbs 795 lbs U776 (0.271") L/1334 (0.158") 0.271" 17.5 % Allowable 23.0% 10.4% 23.2% 18.0% 27.1% n/a Dim. (L x W) Value 3-1/2" x 3-1/8" 928 lbs 3-1/2" x 3-1/8" 928 lbs Ref. Start End Left 00-00-00 18-00-00 Duration 115% 115% Load Case 3 3 3 3 3 % Allow % Allow Support Member n/a 13.1% n/a 13.1% Live Dead Snow Wind Roof Live 100% 90% 115% 133% 125% Trib. 17 30 02-00-00 Span Location 1 - Internal 1 - Left 1 1 1 1 Material Unspecified Unspecified Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (0240) Live Toad deflection criteria. Design meets arbitrary (1") Maximum Toad deflection criteria. Member Slope = 0, consider drainage. Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTm, ALLJOIST®, BC RIM BOARDT", BCI® , BOISE GLULAMT'", SIMPLE FRAMING SYSTEM® , VERSA -LAM®, VERSA -RIM PLUS® , VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. { r •, fAdfr, do&ALS rep P I0.4 -e 0 /I ry71�^� - �`�z e,�9 ,�'lfI zi' I©v,61e1 ,Qr clams'- 4,/ ' 4 F o u 1•10 Ft`rt 0 ti % t_ L. kA.S L`7 S •Gkg kib`.T e S(? To'T,4L v.l 1.�L }3kl(s{-cTl �a$fC�� c71M,c13-tion) ACM MATERIALS AND C JOB NSTRUCTION SHEET NO R602.10.5: All sheathable areas of all exterior walls and interior braced wall lines require continuous wood struc- tural panel sheathing per Method 3. Table R602.10.5 dictates minimum panel length on each side of openings. CALCULATED 8Y CHECKED BY SCALE OF DATE DATE LH 1 L L J J L 1 1 1111±_J II 1 Ij Hi 3 L1' VF )5i -THIN - j Li 2STii�zi._z 1 1 3 I 1. I 9 ' . , . . 1 • _L__J /2- SLBS LO PO IAL4F L _.1 • C..g_SI- 35100 f PSI I 1 1 1 ' I i ilisilJOIJS 1 1 .._._44] •E r -t„...„4„( .,‘/,,,-, ___i___.......±._.L. 1. .,t. 1 1 1 1 L t 1Li ______].._ - 1 1 1 I. i 914 Alle,494041___414 !.A: )414' 1---1 -_J-- ,.....„, 1 1 1 r 1 1 L J______i I__ 1 L I 1 1 ' I _1 J 15 ILI Li :` 1 i 1 ............ ,_,.........._.....L.......---...................„......... j.......i........L...,i_i_t_________, Nf3-9 Anchor Bolts- Minimum 1/2" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. L,r4..-44.— 6 x.Y. 0' 2 • 5 c: -"`L•<-;L X Li 1 /8" GAP BE -1/VEEN SHEATHING s 4111.1., A f;• 3 c. • 4 - (A , -4 0 /3 ill 14 " ..7 L3 i...,....k. LI ./7-` e, toatot c.t..-4 41•, ea .6" ,L 2y" PROVIDE DIAGRAMS ANO ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Srmiume .000 ky REVIEWED FOR CODE OMPLIANCE SPOKANE VALU_FV BU!Lf NG ISION • 7