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2007, 02-27 Permit App 07000545 Remodel
Project Number: 07000545 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: TI-REMOVE EXISTING SUNRROM, BLD 2 WALLS AND NEW ROOF Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Name: Range Date: 2/27/2007 Page 1 of 2 Contact: WRIGHT BROTHERS SUNROOMS Address: 320 S SULLIVAN C - S - Z: SPOKANE, WA. 99037 Phone: (509) 927-1190 Group Name: Project Name: District: East Parcel Number: 45231.1106 Block: SiteAddress: 302 S SULLIVAN RD Location:: CSV Zoning: UR-7 Urban Residential-7 Water District: 010 VERA Area: 11,690 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: r, Lot: Owner: Name: FORD, STEPHEN Address: 302 S SULLIVAN RD SPOKANE VALLEY, WA 99037-88 Hold: ❑ Depth: 0 Right Of Way (ft): 0 mgrnzzamm Review Bldg Plan Review Permits: Released By: Originally Released: 2/27/2007 By: NBENTLE Operator: jmm Printed By: jmm Print Date: 2/27/2007 Project Number: 07000545 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Date: 2/27/2007 Page 2 of 2 Contractor: WRIGHT BROTHERS SUNROOMS Firm: WRIGHT BROTHERS SUNROOMS Address: 320 S SULLIVAN RD Phone: (509) 927-1190 VERADALE WA 99037 Building Characteristics Group: M Type: VB Total Area 66 Building Height 9 Stories 1 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation MERCH M VB TI 0 $2,500.00 0 $2,500.00 Totals: 0 $2,500.00 0 $2,500.00 Item Description Units Unit Desc COMMERCIAL PERMIT FEE 1 SELECT COMMERCIAL PLANS REVIEW 1 SELECT WSBC SURCHARGE 1 SELECT Notes: Payment Summary: Permit Type Building Permit Fee Amount $83.25 $54.11 $4.50 Permit Total Fees: $141.86 Fee Amount Invoice Amount Amount Paid Amount Owing $141.86 $141.86 $0.00 $141.86 $141.86 $141.86 $0.00 $141.86 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: jmm Printed By: jmm Print Date: 2/27/2007 Plan Review Evaluation Information Date: 2/27/07 Permit No# 07000545 Name of Site: Removal and Addition Address: 302 S. Sullivan Rd. Use of Building: M Type of Construction: VB Fire Suppression System: No Floor Area 1st Floor: 66 sq. ft. Addition Occupant Load 1st Floor: 2 Roof Height Eave: Peak: 9 ft. NREC: N/A HB 1848 All Weather Protection: N/A Other Conditions: Plan Reviewer: Nik Bentley spokan�� jUalley Site Address: 302 S SULLIVAN RD Parcel Number: 45231.1106 Zoning: UR-7 Fire District: FD 01 Project Transmittal City of Spokane Valley Community Development Department 11707 E Sprague Suite 106 Spokane Valley, WA 99206 Phone: 509.688.0036 Water District: VERA New project Previous pre-app meeting Plan revisions Transmittal Date: Monday, February 26 2007 Project Number: 07000545 Applicant: e-mail: Contact: e-mail: WRIGHT BROTHERS SUNROOMS 320 S SULLIVAN SPOKANE. WA. 99037 (509) 927-1190 WRIGHT BROTHERS SUNROOMS 320 S SULLIVAN SPOKANE, WA. 99037 (509) 927-1190 Contractor: WRIGHT BROTHERS SUNROOMS 320 S SULLIVAN RD VERADALE WA 99037 (509) 927-1190 Owner: FORD, STEPHEN 302 S SULLIVAN RD SPOKANE VALLEY. WA 99037-883 e-mail: Occupant: e-mail: Arch / Engineer: e-mail: Project Description: TI-REMOVE EXISTING SUNRROM, BLD 2 WALLS AND NEW ROOF Building Landuse Engineer Utilities Health Fire Dist Assessor CONSTRUCTION PLAN Please send all plan review and project comments via e-mail to the highlighted individuals. 5 ZC� S • svt60r spo ► oh.t. va lkr wA u,L(� (Job -}J relP date $ urr4UY^ S G" kr2_ uS2 e�s},ti_J Ne ZK6 w DAL, \arti iv& NCw fioJF War1L� .Ve tJ U°XY° Emsd•S eX�5fir5 �' oyr Ex+st;n5 pcid O plty 1 z� O Extsti•.� t(ccr 2J02. a6�er ZYb•c R36 ula%i•+ Comp toaus5 S6 rrvail �X tl i Ij I]77.) IMSNIG I.., /6 "0. (. . Vic. ass 51.1t11..3 v..7j saks �t Cbywail 320 rid- Plc \ 12erv.ocket oLreo, A vt, • 1 A/dYk)k k),thiiw Rc 11707 E SPRAGUE AVE S(i6jlcane SUITE 106 J \al leY SPOKANE VALLEY, WA 99206 ----------------- PROJECT NUMBER: 07000545 PROJECT ADDRESS: 320 S SULLIVAN JOB DESCRIPTION: TI- REMODEL EXISTING SUNRM OWNER: STEPHEN FORD DATE RECEIVED: 2I26107 DATE ISSUED: Engineering Calculations for 320 S. Sullivan Submitted February 14, 2007 Contact: Rob Wright 710-1227 FEB-14-07 11:33 AM BOYDSTON ENGINEERING 509 468 9906 P.01 SAM BOYDSTON-4 CONSULTING STRUCTURAL ENGINEER 19' 1C.) N. YALE I10AD - P. O. BOX 189 C:OLDERT, WASHINGTON 99005-0189 (;o9) 2 8-3 16 FAX (509) )38-3)!16 FAX TRANSMITTAL February 14, 2007 Wright Brothers Sunrooms, LLC 320 S. Sullivan Road Spokane Valley, Washington 99037 Attn: Rob Wright Fax No. 927-1301 Re: Framing Alterations - 320 S. Sullivan Rd. See attached calculations and details for the replacement framing forthe removed sunroom at 320 S. Sullivan Rd. Please call if you have any questions or If you need any additional Information. ectfully e M. Boy Washington Li SMB:sb Jr., P.E. a o. 17093 u 1 •+—tom r' i 1 = oo Hh liu'r i1S I UN ENGINEERING 509 468 9906 P. ✓a P.O. tam( 189 - 19910 N. YALE RD. C.OLBERT, WASHINGTON S9005-0159 (509) 238-3216 FAX 238-3216 Tot- � j�,.� PROJECT '`"i)Q....._ SUBJECT VAUN5 SHEET NO. -L.._.. OF __ . ... PATE + 2 L ` CO _ CALCULATED B1' v_11..�.. L er eaF-- .16z. s--o ps F (A)t, AA), (5 --5 6.."0 f 15 PA-vivid4 ZY‘ s cd ?c(�'�c. z4b4t, ID /44) 6 24 70 1Ieriz. s ' 74s <0W e v it, C < 65 441°`` 4 ts71 Z � s _z(etlo,c . -UK 11Cc.-+ n-i !;U'YUSION ENGINEERING 509 468 9906 P.03 BOYDSTON ENGINEERING P•O.PDX I89 COLI3 K7'. WASti1NOTON 99005 (509)238-3216 FAX(509)238-3216 JOG Ttrtr PORT) Iil)1LDINO ALTERATKNIS CITY OF SPOKANE. VALLEY Jot) N0. SHIM MD. CALCULATED SY SMtt DI.TE CHECKED t•Y DATE 12/14: )7 Y Wind Loads - I1tWFRS MOW Dart BuRdinaul EncJu tcantdlaNy eenclond only � fII 7Y7ksaab/R ` iv'f _ a .� 6 7 IS Pr ineCerAi Transverse Direction Kr. Kh 0.70 (case 1) Daso pressure (qh) I LO psf OCpi w 2 a ro ` -'.3, LiDglt$inal Direction epee• nsear nos Edge Strip (a) End Zone (a) Zone 2 length Torsional loads are 25%of7.011re 1 -4. Sec code for loading diagram 3.0 fl 600 15.08 Tuner* Dlncdoa Longitudinal -Direction prroidavlr 0 - 266dg psnllcl ' Odeg Surface 0Cpf w,'[icp4 w/1GCp' GCpf w/-(pi w/+(K)pi I 055 0.73 0.37 b.40 038 0.22 2 -0.10 0d18 -028 -0.69 -0.51 4/.87 3 -0.45 -0.27 -0.63 -037 -0.19 -0.55 4 -0,39 -021 -0,57 -0.29 -0,11 -047 5 .045 4)27 -0.63 -0.45 -0.27 -0.63 6 -0.45 .0.27 -0.63 -0A5 -0.27 -0.63 IE 0.73 0.91 0.55 0.61 0.79 0A3 211 -0.19 -0.01 -0,37 -1.07 -0.89 -1.25 31i -0.58 -0.40 -0.76 -0.53 -0,35 -0.7! 4F. -0.53 .0.35 A.T! -0.43 -0.25 .0.61 Wind Surface pnaurea 1 8.0 47 - 6.4 23 2 0.9 -3.I -5.6 -9.6 3 -2,9 -6.9 -2.1 -6.I 4 -2.3 -63 -1.2 -5.2 5 -3.0 -69 -3.0 -6.9 6 -3.0 -6.9 -3.0 -6.9 IE. 10.0 6.0 8.7 4.7 2E -0.1 -4.1 -9.8 -13.8 3E -4.5 -8.4 -3.9 -7.8 4E 3.9 -79 -2.8 .6.7 Windward mof oval/angst 7.5 psf (upward) add to windward roof pressure Parapet Windward parapww: Lootard parapet 19.8 pal (OCpn - +1.8) -12.1 paf (GCpn - -1.1) Ror6ontal PAWN'S *unitDlanhrawn Prusurea(esti Transverse direction (Donne to L) Inferior lame: Wall 10.4 paf Roof 3.8 psf End ZoneWall 13.9 psf Roof 4.3 pef Longitudinal direction (parallel to L) Inicru)t Jane: Wall 7.6 paf End Zone: Wall 11.5 par CW sFAmm1 i wrj vrRTTrA; {'N.M/SYER LfjL Va:rfS " TM. I 'T LRFWAY1, µ: vk.Krk:AL f 4 I.' Qdc;nt'L77:111A). 7 rcb-14-07 11:44 NM BOYDSTON ENGINEERING FORD ALTERATIONS Date and Time: 2/14/2007 10:35:28 AM 509 468 9906 P. 04 MCE Ground Motion - Conterminous 48 States Zip Code - 99037 Central Latitude = 47.630518 Central Longitude =-117.192984 Period MCE Sa (sec) (%9) 0.2 033.6 MCE Value of Ss, Site Class B 1.0 009.4 MCE Value of S1, Site Class i3 Spectral Parameters for Site Class D 0.2 051.3 Sa = FaSs, Fa =1.53 1.0 022,5 Sa = FvS1, Fv ■ 2.40 emu iw—nr 11 5:: R19 2UYDSTUN ENGINEERING 509 468 9906 BOYDSTON ENGINEERING P.O. BOX 189 COLBERT, WASHING ON 99005 (509)238.3216 FAX (509) 238-3216 JOB TITLE i ORI) BUILDING ALTERA PIONS ia'(Y OF SPOKANE. VALLEY dos 110. UNMET NO. OeLL:VLATEDNY SMI) DATE 12/14'0 miSM M BY ... DATE . . VL Seim* Loin: RID ton Seismic Use Group : Importance Factor(1): LOD Site Class : D Si (0.2 soo) 33.60 %g Sl (1.0 sec) 9.401ig to 1.531 b-y•• 2400 tlafemte MOP Carla Number of Stories: Structure Type: Plan Structural Irregularities: Vertical Stnecturst Irregularities: flexible Diaphragms: Building System: Seismic resisting system: System Building Height Limit Actual Building Height (ten) anca f.Y)EF'i'1CIFN'Itt A*1D FA Sens 0.514 SmI 0226 C (Me Emden 1616.21 Emespdnte Agnes 10 Not applicable No plan irregularity No vertical Irregularity No Dud *tests with special Moment Frances Special reletOreed concrete shear walls Height not 1lelvd 15.0 it LtiQ.1M Response Medificatkm Factor (R) System Over -Strength Factor (Ay ) Deflection Amplification Factor (Cd) Sets Sd Code Reference Section Ate DetailingD Seismic load Effect (E) Special S* conic Loud I;IFut (F.m) PHILMITTFD Ititi YTICAI PRO[ Ran IBC2W7 8 Simplified Analysis 8 2.5 2.5 6.5 6.5 0.343 0.150 : 19102.4 x Qs")•Q2So&D ►or,2s I-02S03D Odes Fora Analysts (Seismic Category A ony) tPrepided Asslysie Method Not Permitted Eindraknt Lateral -Force Analysis - Permitted Building period coef (CT) • 0.020 Apprux fundamental period (Ter) • C, e= 114er calculated fundamental period (T) Seismic response toef. (Ca) mod not exceed Cs - but not lee% than Cs USE Cs SdsFR xdi imT 0.0445ds1., Model, linear de Nonlinear Response Analysts Sds - 0.343 dl 0.150 x QH 1.'- 0.0690 2.5 Qe +a 0.06913 Method Not Permitted 0.152 see 0 see x 0.75 0.043 NIA 0.015 0.043 Design Base Shear V 0.043W - Permitted (see code for pavedurc) Structure Type: All other structures Allowable Nay drift 0.020hax where lax is the story height below Iced x Design Category C Design Category C x = reduadencyaalLcient Qs horizontal seismic force I7 dead lad Cu 1.60 Tmac Culla-0.244 Use T • 0.152 P. 06 509 468 9906 rt.ti-14-07 11 S5 AM BOYDSTON ENGINEERING (PPOJcT) SUBJECT y _��I S. b yj ,. SHEET NO. 4. OF . .. ._ PATE40402, CALCULATED BY .,.$ 1'. D 7INsj PO. BOX 189 - 199to N. PALE RD. COLF3ERT, WASHINGTON 9900 -ei89 (509) 238-321& FAX 238-3216 Z ups kk40 G 1 V t,../ sic, (3) wc`s 15-0“4,r 14 s-s4o c b. q5lio �+n> •+b25 Y906 P. 07 BOYDSTON ENGINEERING P. O. BOX 188 19810 N. YALE ROAD COLBERT, WASHINGTON 99006-0189 (508) 2384216 FAX (609) 238-3218 hey tabu' tee: Kw-000mm07 _Vet E.ao, 1 [(e)1e104000 ENERCIU.0 toolnierino6v4ratint Descr►ption SAWN FRAMING 2 [General information Douglas Fir- Larch, No.2 Spans Considered Continuous Over Support Filmier Member Information bescription Span Timber as ft TM*: FORD BUILDING ALTERATIONS Job 0 - DeOnr: SAM BOYDSTON Dote: 11:06AM, 14 FEB 07 Description : cdTY OF SPOKANE VALLEY, WA. WRIGHT BROS. SUNROOMS Stop*: VARIOUS STR, ELEMENTS Multi -Span Timber Beam Page: 1 ! m aymm ww ermeerwNww[rrM �w'GKWYbM' Code Rut 1897/2601 NOS. 2000/2003 IBC, 2003 NFPA 5000. Base allowable§ are user de}In Fb : Basic Allow 900.0 psi Elastic Modulus 1,600.0 kei Fv : Basic Allow 180.0 psi 8.00 6.00 2/241 7/11df Beam Width In 3,000 Beam Depth in 7.250 End Fixity hn • Fin Le: Unbraced Length ft 0,00 Member Type Sawn Load* 3.000 7,250 en•Pn Sawn Load Duration Factor 1.150 iM1141101S11111Sarianssowsrommainali LNe Load Ueetl This pre Yee +%x14ee Dead Lead o o Live Load 6.80.00 35.00 Point Ni Dead Load • 55.00 35.00 Iba 14.00 155.00 Live XX Load IbsIi3.000 RI 540.00� 3.000 I Results Mmax ®Cnb QXill loot, 11.0 11,0 ft 3.00 3.00 Max a Left End IrkMax Right End in-k lb ; Actual Fb : Allowable psi 1,242 0 Shear Lett lemma OK Shaer Right k 0.92 k 0.48 fv : Actual Fv: Allowable psi l 58.1 pei� 207.0 • Slur OK [Reactions & DeHectlon LL © Lief Total 1 Left Ll = Right Right Total ig Right la Mate Defection me Query Values k k k k k kJ in 0.23 0.25 0.48 0.83 1.00 1.83 -0.025 2.84 0.0 -15.7 -15.7 0.0 598.4 1,242.0 BSMtria OK 0.92 0.48 58.4 207.0 Mow OK 0.83 1.00 1.83 0.23 0.25 0.48 -0.025 3.38 seeseeloriellieeellooNlamelleallaljeeeei rd . F-EF5-14-07 11:36 A11 BOYLSTON ENGINEERING 509 468 9906 P 88 Note: Repetitive Member Stres [Timber Member Information Description tsnallnemnalwassasagneasaannemieji BOYDSTON ENGINEERING P. O. BOX 189 18910 N. YALE ROAD COLBERT, WASHINGTON 99005-0189 (509) 238-3216 FAX (509) 238-3216 kw SCOWL . Bea : FORD BUILDING ALTERATIONS Job 1- Dspnr: SAM BOYDSTON Date: 11:O6AM, 14 FEB 07 DBacrlption : CITY OF SPOKANE VALLEY, WA. WRIGHT BROS, SUNROOMS Scope: VARIOUS STR. ELEMENTS user: Kfeiepr Vvae.o fabr,2We enad�.3smaitn,C are saM,e,e Multi -Span Timber Beam Pape 1 Description SAWN FRAMING 1 " [General Information Code Ref: 198712001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allawabies are user defined` Fb Douglas Fir- Larch, No.2 • Basso Allow Spans Considered Continuous Over Sup port Fv : Basic Allow 180.0 psi toad Duration Factor 1 s Increase of 1.15 being used for all members under 4" wide Span Timber Section ft j 8.00 2x6 5.50 8.25 Beam Width2-2x6 3-2x10 In 1.500 Beam Depth in 5.500 1.500 R' 3.000 End Fbdty 5.5008.250 Le: Unbraced Length ft rm - nn an • Oln 5.500 .250 Phi • otr Member Type San Sawn 0 0.00 0.00 0.00 {Loads Sawn Sawn Sawn Live Load Used This Span 7 o LNe Load et Point#1 Dead Load Ibs Live Load Ibe ft .Results Mmax�CMr Xw MaxMex a RigLeht EEnd fb : Actual Fb : Allowable Shear{8 Left Shear Right N : Actual Fr: Allowable 900,0 psi Elastic Modulus 1,500.0 ksi .150 1.00 8.00 2x6 2x6 1.500 5.500 Fria - rO lasammosammairmar Ye. Ves re„ ll OaW ad s/R 24.00 Yes YES140.00 24,00 24.00 75.00 70.00 70.00 315.00 35.00 35.00 in-k 8.9 ftI 3.00 in-kl In-k4 0.0 psi 1,171.0 psi1,547.3 eeglrg OK k k psi Pal [Reactions & Deflection DL ® Left LL t$ Left Total gLaft ht LL Right Total t Right Max. Deflection @X= Cue! Values Lceution Moment Shear Deflection k k k k k k in ft 0.49 0.49 76,3 207,0 aKar OK 0,07 0.42 0.49 0,07 0.42 0.49 -0.144 3.00 ft 0.00 in-k, 0.0 kI 0.5 in 0.0000 0,0 4.8 0.00 3.08 0.0 -0.6 -0.6 0.0 74.8 834.4 1,547.3 1,547.3 Bending OK eendMq OK 0.0D 0-29 0.09 0.27 9.2 ' 45,2 207.0 207.0 Sheer OK Glint OK 0.00 0.00 0.00 0.10 0.29 0,38 0.038 0.00 0.00 0.0 0.0 0.0387 0.10 0.29 0.38 0.07 0.20 0.27 -0,077 3.04 0.00 -0.6 0,3 0.0000 20500 865.00 3,120 17.7 23.3 2.75 3.12 0.0 0.0 0.0 0.0 1,170.0 3t2.4 t,647K.3 gO2K8.3 eendlrg 1.07 0.71 1.07 0.71 81.9 24.0 207.0 207,0 Khmer OK Sneer 0K 0.21 0,87 1.07 0.21 0.87 1.07 -0,121 2.75 0.00 0.0 1.1 0.0000 0.17 0.54 0.71 0.18 0.54 0.71 -0,024 3.12 0.00 0,0 0.7 0.0000 • __.�u M, ss , 11 UN ENGINEERING 509 468 9906 P. 09 Pv. EckX lag - 19910 N, YALE Ro. PROJECT SUBJECT $UEET NO.. Z OF Seci (4t4-5 Th48 (-tic (60 A44,Iw{4,g (gam ic/z -6 q elz FEB-14-07 11:37 AM BO•YDSTON ENGINEERING 509 468 9906 P. 10 Roof/Floor - Transverse Loading LOAD DESIGN CHART *1 (SEE SPUME DETAILS SIP-102, SIP-102g) R1ONTROL' STRUCTURAL INSULATED PANELS PANEL SPAN DEFLECTION T r N L Y y, Ey E 8 5 E 81. O' 1 0 p 10'• D• 7/18' OSS THICKNESS EPS CORE THICKNESS 31/2' CORE 5 1/2' CORE 7 1/4' CORE 1) UM(TED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE (3). 12j PLEASE RENEW NOTES ON PACE 3. A y .1.'-.1: Ir r i I • I . I t'('- .. .. .. • _ � I .l a.' :, p L rr •o .r • J; .r 1 •1 . . . 1 r I • •se AA! 'lc 1'• 11:1 +k1:110N/PLAN • ..p:.. r Pr' r„ r 9 1/4' CORE • • ; F 44. .041 11 1/4' CORE 7 tale lruhrti now- AfL V 1-Ur.:. V s*. 'f�• •- 1'46 S b.ed „ram R..E 41. r"L fia•.4.1 s. Iowa• . -y •i�� 1 • �� ..f..� _. . VS* •,.., -_ r.k4rival LV ns� I-q wL•irr.� iiG re& fi�eL.• 1E •v EXPIRES O -f i- F i trui 24tre , crilets.rici‘" T-4 s 1.4k_ --14 (t)44. 130:744. • & s ZrIP ugtV vit si,t4i.:.y 4.4.3 t ttoftpa•i 44 e*s+44 • lop,s,_ timi; arza zrac• si h, sus 15 4a.raos; ; 1 •/1.4.7.00 DAR& aar- ay- NIA; pi* .1-ta-f4vi EpLciwif pA. . e-4 " • fr•i-•••• ra- 3'wer. P." COM N DING CITY COPS' Project History PROJECT NUMBER 07000545 PERMIT USE TI-REMOVE EXISTING SUNRROM, BLD 2 WALLS AND NEW ROOF SITE ADDRESS 302 S SULLIVAN RD Date 2/26/2007 Event Review comments ROUTED (3) SETS OF CONSTRUCTION PLANS TO NIK-JM N/A 4 �1X7 Monday, February 26, 2007 Page I of I Sli axe Va11ey Community Development Permit Center 11707E Sprague _ _ ,auiW1r, Spokane Valley, WA-9,9206 " I �� (509)688-0036 FAX:(5.09)688-0037 �rtittiv.spokanevallev.orR.corn F6 8 I MIT NUMBER: 7�, PERMIT FEE: (Non-residential) [61 Commercial Construction vi 11 aNew Consti uction a Tenant Improvement Permit Application )Other: SITEADDRESS aC S .S /!2d ASSESSORS PARCEL NO: 4-I S' Z I I3 -3 LEGAL DESCRIPTION: Building owner Name: S.+ejrb.. P-c-,4 Manager/Contact Person: Address: 3 i_c' S . S',;< I /(; o-,,-\ City: ��, - /4-0.--E. c f {� y State t„r 4 yip: %%G3 7 Phone: 52 y - 2_ yam_, Fax: CZ- - 1.301 Occupant of Structure Name: SU,,....,.. Contact Person Name: jzQ S i,.. ,-i1.. Phone: 716 --i zz 7 Cost of Project: fcc Contractor_: ; ...: -. Name: ' ..' f,51tit" tZYc f L4.. SvI.,„.,v,, i_-Cc_ Address: 3'2.L S, s,dr, „G„ City: 5.- JK vc, rit, State:u A- Zip: `/9c 3 7 Phone: I Z 7 -1(90 I Fax: ¶ 27 -r;v Lic No: us, 21(.7 ri L ; y`i zdg Exp. Date: 11- c 9 City Business Lic No: Arrclutec`t - ..... ` r`:.� r Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Describe the scope of work in detail: ) pp LL (� I-Fw.�, 4,� ex-, � Sir r� � d Ste, id 1-6 l„. Cat G rj �iea �:3Ci i Type of Construction: Si' .I. No. of Stories j Total Building Sq Ft %kC Heat Source Pam} (i Fire Sprinklers Primary Occupancy Sq Ft Secondary Occupancy Sq Ft DISCLAIMER 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 pr essed Signature Date 2..7 C7 6 Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8252005 ❑ Other Spokane jvalley Site Address: 302 S SULLIVAN RD Parcel Number: 45231.1106 Zoning: UR-7 Fire District: FD 01 Project Transmittal City of Spokane Valley Community Development Department 11707 E Sprague Suite 106 Spokane Valley, WA 99206 Phone: 509.688.0036 Water District: VERA New project 171-- Previous pre-app meeting EI Plan revisions El Transmittal Date: Monday, February26, 2007 Project Number: 07000545 Applicant: e-mail: Contact: e-mail: WRIGHT BROTHERS SUNROOMS 320 S SULLIVAN SPOKANE, WA. 99037 (509) 927-1190 WRIGHT BROTHERS SUNROOMS 320 S SULLIVAN SPOKANE, WA. 99037 (509) 927-1190 Contractor: WRIGHT BROTHERS SUNROOMS 320 S SULLIVAN RD VERADALE WA 99037 (509) 927-1190 Owner: FORD, STEPHEN 302 S SULLIVAN RD SPOKANE VALLEY, WA 99037-883 e-mail: Occupant: e-mail: Arch / Engineer: e-mail: Project TI-REMOVE EXISTING SUNRROM, BLD 2 WALLS AND NEW ROOF Description: Building Landuse Engineer Utilities Health Fire Dist Assessor CONSTRUCTION PLAN 8 Please send all plan review and project comments via e-mail to the highlighted individuals.