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2005, 11-08 Permit App: 05003395 ShedProject Number: 05003395 Inv: I AppllC2tion Date: 11/08/2005 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: ,k-,..... ... ,. , _ , ,,.. Permit Use: DETACHED SHED W/ OVER HANG Contact: TUFF SHED Address: 6206 E TRENT #2A C - S - Z: SPOKANE VALLEY, WA 99212 Setbacks: Front 29 Left: 5 Right: Rear: 20 Phone: (509) 535-8833 Group Name: Name Site Information:Project Plat Key: 000000 Name: unknown District: F Parcel Number 45213.0612 Block: Lot: SiteAddress: 10806 E 8TH AVE Owner: Name: IRMER, MICHAEL & HEATHER Address: 10806 E8TH AVE Location:: CSV SPOKANE VALLEY, WA 99206 Zoning: AGRI Water District. Hold: ❑ Area: 0,000.00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbrof Bldgs: 0 Nbrof Dwellings: 10 Review Information: Review Site Plan Review Released B Plan Review Sewer Review Originally Released: Originally Released: 09/14/2005 By: cjjanssen Released By: 11/07/2005 By: TMELBOU Released By: Originally Released: 09/14/2005 By: cjjanssen Permits: -. Iw.�- 111`ov> 2.. I.1-111-1.- 1 . ..,.. -. Operator: CJJ Printed By: CJJ Print Date: 11/08/2005 Project Number. 05003395 Inv: I Application Date: 11/08/2005 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit - -- Building Permit - --- Contractor: TUFF SHED INC Firm: TUFF SHED INC Address: 17500 W VALLEY HWY STE 100 Phone: (509) 535-8833 TUKWILA, WA 98188 This Application: Total Project Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB DETACHED 0 $6,092.00 0 $6,092.00 SHED Totals: 0 $6,092.00 0 $6,092.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $139.25 ACCESSORY PLAN REVIEW I SELECT $34.81 STATESURCHARGE t SELECT $4.50 Permit Total Fees: $178.56 Pavment Summary: ...5..,._.wk. Page 2 of 2 Permit TW Fee Amount Invoice Amount Amount Paid Amount Owine Building Permit $178.56 $178.56 $0.00 $178.56 $178.56 $178.56 $0.00 $178.56 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: CJJ Printed By: CJJ Print Date: 11/08/2005 ^ Tuff Shed - •� ..,,_. ,,. `ate Parfait Curter j r S7�a�mne 11707 ESpragoc Avc, Suite 306 , jrr �"'--v�'-*__]alk Spo)ma Vail", WA 99206 �a+�y (509)661-0036 FAX:(509)6a9-0037 Comrowuty Dcveioproent k • ll+v ore tour )Residential Construction a New Construction o Accessory Bldg Permit Application ❑ Addition/Remodel ❑ Deck of Other SITE ADDRESS /O Q O ( % n-/4/ �5kk4A, UJq '72,20 U ASSESSORS PARCEL NO: LEGAL DESCRIPTION: T6�t`*J� 4 M,'.'r1b14ci'. # OF STORIES: �JnW, � gal, .5 h E. Address: / : �5 -7,, t R• 6f .,10, 4 M,'.'r1b14ci'. # OF STORIES: TOTAL HABITABLE SPACE: Nuoc TU FF .5 h E. Address: / : �5 -7,, t R• 6f City: !Llc FTG: Phase: 8'33 ax: - _ Lit No: Exp- Data: City Business L is No: 30% SLOPES ON SO. FTG: n0 Describe the scope of work in detail: Cost of Project:S riao9a — SL/ tU w ' 4n./ !hitt- in t n o .•ar•.+•ar•a••The following MUST be complete: (write N/A if not appUcable)-'ak••a*+••.ar•+r••« HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: O X f( MAIN FLOOR TO SO. 2 FLOOR SO. FTG: UNFIN BASEMENT SO. FTG IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT GARAGE SO. FTG: DECKICOV. PATIO SO. FTG: 30% SLOPES ON SO. FTG: 16,E S — PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? mscr�uasen - Thepefmlfee vandles, acknowledges and sgreesbytheirsignahim that 1) ettdypermdisfwr abuctbnoforanadureung,the dwelling W"I be seared by potable water. 2) Ownership of this City of Spokane Valley Penhat into the property owner. 31 The slgmtory, is the property owner or has permtssldn N represent the propeM avrrer in tis transaction. d) AM mnstmchon is to be done infuk cohiphanm with the City of Spokane Valley Development Code. Referenced miles are awilade for review at the Cyof Spokane Valley Permit Center. 5) This City of Spokme Valley Pamir Is rot a permit or apin h al for any violation of fademl, state or IDG21 laws, codes or ordnances. 6) Plans or additional irdornanon nay be moored ra be wbnieed, and sobsequenny approved before this applicalon tan be pmceased. - Signature Method ofPayrrrenb ❑ Cash tasnkeerd C. Authorized Slammn Date .9 o*be accepled will myor OBnbardJ El Mastercard ❑ NSA A Expires: VINat ✓�- ❑ Olhar ** TDTp PAGE.01 ** SEP 14 2005 14104 5055355075 PR5E.02 12'-0' 8'-5%" 4' 7" 3 6 20 CA PLATES NTVP BOTH SIDES EAGLE METAL PLATES < T -115d FACE NAIL AT EACH x4 P. 0 F pP aeon=(a6 • ak]r(1rzrz'tl=xssx im 4 z4 P.T. POST admo,.,t u� BM 2W ,B�pst a 4Q ] T=P6105 n L]m - pMy 41mm Nmrwl=I9'1:k 2=,0 p¢I -19318596 • 19x - ]bB N5 19 pl, (tT�/ •t'1=T = 6]t IM ,16evm=,ppm',r.tle Resm v -6R 7 MJ2-}l6 plh ID pXImT w. IA=396 pXi (l1[)`4V6= W ]Y'I6s 22.1] M-t5.1ti5YJh3161n^3 4 x4 P.T. POST /1=(3 (1I]51"36loo I =1]. (112S)'3)112=356111 A.eLw1 1 . nm .3=tW]vsl y< ROOF FRAMING PLAN 40# / SQ. F. LIVE LOAD 8#/ SQ. FT. DEAD LOAD 48#/ SQ. FT. TOTAL LOAD 2 X 8 LEDGER NAILED TO I�—SACH BARN RAFTER LSSU28 SIMPSON HANGER AT EACH BARN RAFTER 2 X 8 r— I 12'_0" CST Wt 4- 8d � COMMON AT 2X8 - 4 WOOD SCREWS WITH MINIMUM 1.5" PENETRATION INTO _ BARN TRUSS TOP CHORD. ONE SIDE AT EACH 2X8 RAFTER I �I I 22z8 HF#2@24"O.C. NTRUSSE @ 24" O.C. n 12'-0' 8'-5%" 4' 7" 3 6 20 CA PLATES NTVP BOTH SIDES EAGLE METAL PLATES < T -115d FACE NAIL AT EACH x4 P. 0 F pP aeon=(a6 • ak]r(1rzrz'tl=xssx im 4 z4 P.T. POST admo,.,t u� BM 2W ,B�pst a 4Q ] T=P6105 n L]m - pMy 41mm Nmrwl=I9'1:k 2=,0 p¢I -19318596 • 19x - ]bB N5 19 pl, (tT�/ •t'1=T = 6]t IM ,16evm=,ppm',r.tle Resm v -6R 7 MJ2-}l6 plh ID pXImT w. IA=396 pXi (l1[)`4V6= W ]Y'I6s 22.1] M-t5.1ti5YJh3161n^3 4 x4 P.T. POST /1=(3 (1I]51"36loo I =1]. (112S)'3)112=356111 A.eLw1 1 . nm .3=tW]vsl y< ROOF FRAMING PLAN 40# / SQ. F. LIVE LOAD 8#/ SQ. FT. DEAD LOAD 48#/ SQ. FT. TOTAL LOAD 2 X 8 LEDGER NAILED TO I�—SACH BARN RAFTER LSSU28 SIMPSON HANGER AT EACH BARN RAFTER 2 X 8 } I- r-9 Scale' m TIIFFSHED' He.thP.O.e1,,er sm„Beeo�ly,racED ille rBMikelrmer 10806 E. 8th Spokane Valley, WA 99206 29 H2.5 AT RAFTER SUPPORT 2-2X12 — BC4 POST CAP 4 x 4 P.T. POST; (3) REQUIRED to• -o' SECTIOf Drawn By: RHH /SB Date Drawn: 09/27/05 Checked By: Date Revised: 11/02/05 NEU 07 20125 15:43 5095355075 PRGE.03 12'_0" CST Wt 4- 8d COMMON AT 2X8 4 WOOD SCREWS WITH MINIMUM 1.5" PENETRATION INTO _ BARN TRUSS TOP CHORD. ONE SIDE AT EACH 2X8 RAFTER } I- r-9 Scale' m TIIFFSHED' He.thP.O.e1,,er sm„Beeo�ly,racED ille rBMikelrmer 10806 E. 8th Spokane Valley, WA 99206 29 H2.5 AT RAFTER SUPPORT 2-2X12 — BC4 POST CAP 4 x 4 P.T. POST; (3) REQUIRED to• -o' SECTIOf Drawn By: RHH /SB Date Drawn: 09/27/05 Checked By: Date Revised: 11/02/05 NEU 07 20125 15:43 5095355075 PRGE.03 TRANSMITTAL FROM TUFF SHED ENGINEERING 17775 HARRISON STREET SUITE 600 DENVER, COLORADO 80210 IQ Tuff Shed, Inc. Store 310 Atm Nathan Robinson Fax No 509.535-5075 Voice 509-535-8833 ITEMS TRANSMITTED This cover letter and I trues drawin¢ VIA FAX SPECIAL INSTRUCTIONS The attached truss drawing has the loads generated by the "porch ledger and rafters" on the hip. RUSSELL HASTINGS TUFF SHED ENGINEF,RING DEPARTMENT VOICE (303) 753 — 8833 FAX (303) 753 - 2185 fa TUFF SHED PLAT PLAN ❑ DRAW LOT SHAPE ❑ SHOW HOUSE LOCATION ON LOT ❑ SHOW SHED PLACEMENT AND ROOF LINE ❑ SHOW DOOR LOCATION AND DIRECTION OF SWING ❑ INDICATE OPTIONS LOCATIONS AND INDICATE COLOR OF PAINT ❑ SHOW MEASUREMENTS FROM LOT LINE OR FENCE TO SHED Cl SHOW GATES -TREES -OBSTACLES ❑ SHOW PATH FOR BUILDERS TO TAKE ❑ INDICATE LOCATION OF ELECTRICAL OUTLET ❑ OTHER INFORMATION FOR PRE -FAB OR BUILDERS Ito1 r -r IF � r i ❑ DRAW LOT SHAPE ❑ SHOW HOUSE LOCATION ON LOT ❑ SHOW SHED PLACEMENT AND ROOF LINE ❑ SHOW DOOR LOCATION AND DIRECTION OF SWING ❑ INDICATE OPTIONS LOCATIONS AND INDICATE COLOR OF PAINT ❑ SHOW MEASUREMENTS FROM LOT LINE OR FENCE TO SHED Cl SHOW GATES -TREES -OBSTACLES ❑ SHOW PATH FOR BUILDERS TO TAKE ❑ INDICATE LOCATION OF ELECTRICAL OUTLET ❑ OTHER INFORMATION FOR PRE -FAB OR BUILDERS MTUFFSHED Q PLAT PLAN ❑ DRAW LOT SHAPE ❑ SHOW HOUSE LOCATION ON LOT ❑ SHOW SHED PLACEMENT AND ROOF LINE ❑ SHOW DOOR LOCATION AND DIRECTION OF SWING ❑ INDICATE OPTIONS LOCATIONS AND INDICATE COLOR OF PAINT ❑ SHOW MEASUREMENTS FROM LOT LINE OR FENCE TO SHED ❑ SHOW GATES -TREES -OBSTACLES ❑ SHOW PATH FOR BUILDERS TO TAKE ❑ INDICATE LOCATION OF ELECTRICAL OUTLET ❑ OTHER INFORMATION FOR PRE -FAB OR BUILDERS h ryry�e 4'21 16" m o _ / io 3X6 20 GA PLATES J TYP BOTH SIDES N O 12'-0" 1/4" = P-0" DESIGN LOADS: TOP CHORD LIVE LOAD = 40 PSF TOP CHORD DEAD LOAD = 10 PSF MEMBER FORCES: 1-2 6591bs 2-3 11351bs 3-4 11351bs 4-5 659 lbs 6-7 2241bs NOTES: 1997 UBC, 2000 IRC TRUSSES TO BE SPACED @ 24" OC MATERIAL TO BE 2X4 HEM -FIR GRADE #2 OR BETTER Drawn By: JSA Date Drawn: 12/7/2004 Checked TUFF SHED 0Title Storage Buildings & Garages Date Revised: FRAMING Scale: 1/4" = V-0" 12' PREMIER BARN SHED TRUSS TY McGinnis & Associates Jeff Austin 9306 12' Barn Rafters [August 11, 2004 3D View of 12'x24' Barn Rafters and Collar Ties with 15/32" 2:06 PM 12ftearn 24. r3J Loads: LC 1, Gravity McGinnis & Associal Jeff Austin 9308 Member Code Checks Displayed Results for LC 1, Gravity McGinnis & Associates Jeff Austin 9308 12' Barn Rafters Check of Worst Case Rafter Under Gravity Load August 11, 2004 1:58 PM 12ftBam_24,r3d No 0 90 1 0-1.0 7 190 ro," o :50 S-50 a Msx. TUFF m W. ML. OOVIE lCP1UTF CWR9VMW) ==V(QroI.IE>%6 s.4 s.e emaVM" sxe FM LK 1010 HIIC TNFET Yl9@IAIE R.OIXI KY'XNO PBS YE�w YrMA (IIIECOG1HITe0- -_- RMfEOWa 90mEE1xX919�x•OL mox1Y•PM TN NP/O$F-TIFRM BOE'MRIEA) vertRanpxa4 OPIMxIm LEVHl10 61CCX8 �4 RMMMMIEo�oIA 1nf--'lvrr e11ItI1X019RC moix OFSOYLL1tlI RmoaP®aFwmre__�g, ROOPLme LaV ]OIQ A'pFCE1➢La•➢ IOPS. OPIIONK IM torr uvelon .ora%. WFEOUOIaM wry., PoR YEDa Ma01 OTEAY®E YET T! NEmCMr1M mgIP6iE110 fFTX6 x01 RG rusmacda,w.c•EEn Axve%wro 310Udr01 FIMINIO W MJYRRW K f/yIRRiIOf KH IERKO! TALL BARN SHED UP TO 12'x 24' PREMIER SERIES MMOSM dlYAT 1SNtE.Va IXLYF NI lfff.IfMBi 0 PIIAOFa. MOMS .IfARid1 CIM11IL1.V! _l� YPn110 WYe�SIwiM �ze�lewsreeEx%e,a rwaeFa xoom ea x'OG - Oro,rploE.z.Fwa RO[tP. zYrle oasE�xaer Arrrtx Icor cmnvc000 AN x•au 91eeATRiNOro OZ.AT W19ET(AMTen mW e'o4.ATF000. 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MMOSM MOMS PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS �3�ka2_ w- REVIE:, LiaNCE ,ISI^n' --�-�I 1 _�