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2007, 03-09 Permit App: 07000677 Garage Project Number: 07000677 Inv: 1 . Application Date: 3/9/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project In formation: Permit Use: 21X25 GAR Contact: BOUCHER CONSTRUCTION LLC Address: 10 N HARMONY RD C-S-Z: GREENACRES,WA 99016 Setbacks:Front Left: Right: Rear: Phone: (509)924-5499 Group Name: Site Information: Project Name: Plat Key: CONY Name: CONVERTED CNTY DATA District: East Parcel Number: 55173.1911 Block: Lot: SiteAddress: 18903 E SPRAGUE AVE Owner:Name: BOUCHER CONSTRUCTION LLC Address: 10 N HARMONY RD Location::CSV GREENACRES,WA 99016 Zoning: UR-3.5 Urban Residential 3.5 Water District: 134 CONSOLIDATED ID#19 Hold: ❑ Area: 9,600 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 10 Review Information: ;: - r w -: hramatz,ft:=: :ommo t.e Review Building Plan Review Released By: Originally Released: 3/9/2007 By: TMELBOU Septic Sys Review Released By: per health Originally Released: 3/9/2007 By: jdavis Landuse/Zoning/HE Conditions Released Originally Released: 3/7/2007 By: cjjanssen Operator: JD Printed By: JD Print Date: 3/9/2007 Project Number: 07000677 Inv: I , Application Date: 3/6/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 21X25 GAR Contact: BOUCHER CONSTRUCTION LLC Address: 10 N HARMONY RD C-S-Z: GREENACRES,WA 99016 Setbacks:Front Left: Right: Rear: Phone: (509)924-5499 Group Name: Site Information: Project Name: Plat Key: CONY Name: CONVERTED CNTY DATA District: East Parcel Number: 55173.1911 Block: Lot: SiteAddress: 18903 E SPRAGUE AVE Owner:Name: BOUCHER CONSTRUCTION LLC Address: 10 N HARMONY RD Location::CSV GREENACRES,WA 99016 Zoning: UR-3.5 Urban Residential 3.5 Water District: 134 CONSOLIDATED ID#19 Hold: ❑ Area: 9,600 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 10 Review Information: ,zw ,m .t. m ; ----7_ .Pr t�rc gib,. ._ Review Building Plan Review Released By: "--r7A, , 0 Septic Sys Review Released By: Landuse/Zoning/HE Conditions Released By Permits: Operator: JD Printed By: JD Print Date: 3/6/2007 03/06/2007 11:58 5093241567 SRHD EHS PAGE 01 MI* M, 200? 10:45 FR COSU PERMIT CENTER 50968E003? TO 324156? H.olive ' Date: 3/6/2007 Page 1 of 2 . Project NtozoNtr: 07000677 htv: i Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit ft21.15-1-1"perteituical---212L-1x.25 c..:2. contact: BOUCHER CONSTRUCTION LLC Address: 10 N HARMONY 1W C-S-Z: GREENACRES,WA 99016 Setback,:'Fi Out Left Right: Rear Phone: (509)924-5499 Group Nam: ...a.....a.w........ummon.m......0=ct Nm....simmenrimm..... ....e.arne: Sh_Lejdo_est_u goat; Plat 1C.er CONV None: CONVERTED CNTY DATA _ Dis trict Ent ,-„ ----... ..---------_ ParTe;l%lumber: 55173.1911 Block: Lot: i It eAddress: 18903 B SPRAGUE AVE Owner:Name: BOUCFEER CONSTRUCTION LLC Address: 10 N HARMONY RD GREENACRES,WA 99016 Location::CSV Zoning: UR-3.5 Urban Residentla13.5 Water District: 134 CONSOLIDATED ID#19 Hold: 0 Area: 9,600 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of DweIlin,gs: 10 eILL_, Jtiew AP?gulaoli eimenweweidwasummou''''smalaillimmieneemenemsommmensweewoommom• Bain.1: ------ --- -'7"-- ----"r B ulk It ig Pun Review ---- Septi e sys Review •:/ - 771 ,. 6 .....•!;',;‘••'1,,i; '..i, ''''' ...,' ...:-: .: --.1'."- _A . 1 , . ..• ____ • ..•.••••/* Lanc use/Zoning/13:E Conditions 577,"^-,-.7.r ct,:1.7.,.1,mli.,-:,_,,. '., • ' . 7,7.7:773F, .,':6•7-,-:'-., 6;..ri-'`__Af..r1L:4--''' ...,..„,,i- ',, '____. , .-.7. „ -! •.,:._ Perin itS: •a ortusonemicamanwougigemmirmmiasmimiaiganwenianuasemammer.ovocssrosweiv operat 33: JD Printed By: JD Print Date: 3/6/2007 MAR 06 2007 11:54 5093241567 PAGE.01 Project Number: 07000677 Inv: 1 Application Date: 3/9/2007 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 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 525 $9,975.00 525 $9,975.00 Totals: 525 $9,975.00 525 $9,975.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $181.25 ACCESSORY PLANS REVIEW 1 SELECT $45.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $231.06 Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $231.06 $231.06 $0.00 $231.06 $231.06 $231.06 $0.00 $231.06 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: 3/9/2007 Project Number: 07000677 Inv: 1 Application Date: 3/6/2007 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 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Su Ft Valuation GARAGE U-1 VB 525 $9,975.00 525 $9,975.00 Totals: 525 $9,975.00 525 $9,975.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $181.25 ACCESSORY PLANS REVIEW 1 SELECT $45.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $231.06 Payment Summary « .::_ =-= .. _ -. . Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $231.06 $231.06 $0.00 $231.06 $231.06 $231.06 $0.00 $231.06 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: 3/6/2007 1140, Permit Center ��j oli ne 11707 E Sprague Ave,Suite 106 ' ! Q '-�t P RMIT NUMBER: ©(p 71 j-"-� Spokane Valley,WA 99206 t� 0r ' I\ , FEE: J (509)688-0036 FAX:(509)688-0037 1 Community Development ;4_�4'v.•spokanv4°allev.or r Residential Construction ❑ New Construction [�C�],' Accessory Bldg Permit Application ❑ Addition/Remodel ❑ Deck ❑ Other: SITE ADDRESS /2903 E ,P,.4v£ .Poxnrut. VA/!tr �'9 9 ceic ASSESSORS PARCEL NO: S'S'/73-/90 of LEGAL DESCRIPTION:. S e - 7 8 a g rc, S GarN,@if f u4 lit r v rf ul c-?N Audi riot/ Building Owner: ego Contractor /7 OSS l�/i/1 f�'L i� ��DyN c P3i '..7i /1 Name: do Name: S"tn.,/l LJ& Pne,e./ v.� r. Address: /17 i1 /4/1. .trfaitIV Rd Address: '1 City: Ate>,ro14n>r ,1�//fv State: u1.4 Zip: T v 011, Cid': State: Zip: -- Phone: Fax: Phone: 47,5—..? '32 7 V Fax: 9..2 9 4 Se'7 Contractor Lic No: Exp Date: — Contact Person City Business Lic.No: Name: Phone: c 3 2.2 7 V Describe the scope of work in detail: Cost of Project: $ -ae Qs_•774 "II XterAcr ,-,,zJ de./E..1-f 5;0_e — 0F ex,srm.$69 "/Oases 0'rJ 'tor 7 $asci -9' **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: /,3/ ill ' X oZ S'' / Sot s"5 <'T' MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: /214 /Zi t)- FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30%SLOPES ON SQ. FTG: /U/ C-A .c O/K- /)4 PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? toll s s1 c le- icitht/sws= /u S€P r/ .._ 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 appF•:a• •:i •: processed. Signature . PZ044d------ Date 3///07 Method of Payment 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: • Authorized Signature: • REVISED 825Q005- y,. 2.(-- .., 1 , s� ,} L47 . % (A tiv ti‘ In C 1 b ��ti `rl ‘ (J, Is-.-. y; i , C -J Q4", I I IN •,'" Q... i . � . t _ v: SSV .. 6 % ' , 2 7.g" ."----2.._ :: ,s,i eL___7(\ lie' W G W Cr T� ` V • 33 O m v W. mg fin &v Y /�z2 IF LASS tr4 J b r PROTECTION AND OPENINGS BETWEEN DWELLING AND PRIVATE GARAGE SHALL HAVE: 1)MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: 0 5/8"TYPE"X"GYP BOARD(HABITABLE SPACE ABOVE)OR 0 1/2"GYP BOARD(RESIDENCE ATTIC,FLOOR/CEILING) 2)OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE bry EQUIPPED WITH SOLID WOOD DOOR,SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8",OR 20 MINUTE FIRE RATED POURS. .J City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E.Sprague Avenue#105,Spokane Valley,Washington 99206-Tel 509-583-0035-Fax 509-538-0037 Following is a typical cross-section for a residential garage. It may not represent the proposed project if you are using this dated as a portion of your plan submittal,please complete the requested information in the boxes provided on both sides of this sheet This completed sheet,along with any additional information needs to be submitted with your aplfica5on and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN NOTE: DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wad bracing required on each corner and every 25 feet of waft 1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property line or RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour . •5/B"TYPE X"GYP BOARD(HABITABLE SPACE ABOVE) rated. (513'type.X.gypsum sheathing `112'GYP BOARD(RESIDENCEJATTIC,FLOOR/CEILING) on both sides of wall). Openings areifhot 2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR 3,000 sq.ft require protection when HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3J6', closer than 20 feet to the property rine. OR 20 MINUTE FIRE RATED DOORS. Parapets may be required. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM GIN EERED TRU --o R • 400 SQ.FT.TO 3000 SQ.FT. ME ANS SACING x .@ 24-`0.C. SECTION A-A ROOFING MATERIAL ROOFING PAPER - 01 • X �, ROOF . 1' SHEATHING •v' �i6 "1t; 4E TIE- DOUBLE TOP PLATE y --=,--- --:--------:— '_. ' • .•' % lII1lI III o Q SOUR BLOCKING (r(11 !. . ;: • :1111 NII, WALL HEIGHT M:EK 10 II =11111!_ _%fill BETWEEN.TRUSSES Il =1111,.'-' : " 24"MIN. ,- °r= ..• µU11 TA (2)a4 REBAR . : I• WALL SHEATHING—7 1-12'—i _z\--2x_L@ 1(4,0.C. SIDING • PRESSURE TREATED 11 SOLE PLATE •4 .y • •N • :•.i -T 3-12"CONCRETE SLAB • ' i. . �J 6"MIN. 6"MIN. k [ . ___ r l .41.. •y• .a-12-111I a . . ` ' 111,1El!t,. •• !---11— - ANCHOR BOLTS I S-!I: .-. . . - ili)r—'�"' 24"MIN. 24"MIN. 6 MIwN _ 112"1MIN. • .. • (7"INTO CONCRETE) • 6'O.C.OR APPROVED f-i 2`-I (2)14 REBAR 6"xl 2" ANCHOR INSTALLED FOOTING PER MANUFACTURER. FOUNDATION ELAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: 2/ GARAGE OPENING AND HEADER SIZE GZtf164.1 (..5!ZeD ef3y (/eJZ)64 INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. WIDTH 7,� RIDGE LINE it tiot F C i N A A L.i___ _ ...i ,_ ., i1/4.) I i ' J CONCRETE TO COMPLY Ti IRC TABLE 404.1.1(1.) i FOUNDATION WAL .S-3000 # PSI , SLABS, GARAGES, CARPORTS [ . & PORCHES • 3500.# PSI_ .. SALL FOOTINGS MUST LE CONTINUOUS C _ • II - [ - :: r L - - = - - - - - - _. a,._ .. - .__ _____ _. . . . __ - _I I Please note that while every effort is made to assure the accuracy of the information contained in this brochure is not warranted for accuracy.This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular project, permit,or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division. vain. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Ain. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 ilin. 16, 18 or 20 in. APA Portal Frame Bracing ?ngineered Shear Wall Bracing FIGURE 1 • ( CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation Extent of header (Two braced wall segments) Extent of header (One braced wall segment) • ,,, ,.m. it ° , ,�V`d A i t . ` . 4 • is Sheathing filler s it A r 1 W ire: 1 �-: 01 .,• ° e o t+t4mn.3, x.11 1/4 .net.heade,,.I; : : A, ,3 ,rw. • • . if needed o.::o...a o b ::..:.. :...'E..3>�f>.,..,°.`F�.�'## .,aM<..,>,;>at:.:r�».:..:-<.. •... m� a s . 2' to 18' (finished width) w A? =i ,dl�3 114 ea4 {oyd f 'i id'o'. toa 1 3 I-.8 \ 1„,1,:..,,,,„,:„,v,....,,;,]„„„:„.„,,.,.:,,..„,„.:,,,,.„„:.x' 16 ,Ai ,,. sinker f"i lb, Fasten sheathingto header with • ala: 3 Topplate IA i 1. nails in 2 rows A.A �� ;:::;:: � 1 i °° 8d common nails in 3" grid '�° •`" ▪ @ 3" o.c. titA 3 i i :i>:>s ,A# i. • alit lob • continuity is A= «i >:: �'pi 1t 1 r, pattern as shown and 3 o.c. in iA' "{>`'`' IA I , required per IAA t d.3 R:a A.i ..1 3:,.:. A i • all framing (studs and sills .. "' •1= ' 1«t €"` ) typ• R602.3.2 A! I i 1 : : I; II ii " '�` ,• o „ „ , . 44 as ii°,8 t• 1000 lb header- ! 1 II ,. ,,, ::`i:3t,,,:>:'#::': i 13.: -.-;aC aitif :II• 6 t '3:t ,:::.:' •tai tai'! ;.'% to-jack-stud strap ,e« IGL 1000 lb header-to-lack-stud strap .:1< , ,g,*: qi°# : a �•�4 `' on both sides on both sides of opening "` f 1 2 �I t 1 i I S � 1 3 -r •1°i :t°t° 1 i •1•i i, : s t t: 1A : 1 ,, of opening (Ref. .,4, op (Install on backside as shown on «, u .t., ,.;n Max : i, 1= 1 No. LSTA24) height @` ' Side Elevation, Ref. No. LSTA24) 1 i •i° ill* afpi 34i°� )1$1111.111.1611111.11 °i'R! v IAII .101 1« *. Min. ((2 2x4 {�� •1 3 I3o,ox ,q. 1 ) '7p• fq 11.' sr �311 11 li a1: • nl BracedWa r 3 i+ ,`..`, �i°s I1,9 j A T' 1.1. 3 i l i I t" • iib« �" If panel splice is needed it shall segment per i i «l mt•c; 1°ip ¢t4, � R602.10.5 t =i .»,,.,: •tai t4Aq 3/8 min. 3:1 3►: occur within 24" of mid-height. 1 i 3 <::.v:,: 1= : , 9t•i <3a g t I i c,i,'? " ,i i.'. Blockingis not required. i ,:: ..> i, a ,,: thickness wood o,iip oe q 1 a "si::::: +'lot, l l? ;; i' a�=> /,., "<€.<,�',:;. ::::.�: t i ,•,:: >;#f: structural panel •ia« 3?3?i No. of i 1 c Y.t '::..: C,C, ' !°i'� z#< sheathing ',.:i'4.41 •3. 11 ra <'<n:: I f i,: .. / Min. width based on 6:1 ^^ l �. "> k ?:: ql ,,fly .:H:; ack studs iRj ,i'i' height-to-width ratio: For +. r a`,i,mt> ^' •1. : i•IR �, �.::: per table ' ' '::.::.,>.t.«::.>.,:.. pi,.fig.:::.:::::.;,.. i'/sw " 8' -1::i..s::.::.s:r.»'::;:"«;?i::.<::>:�:;f:>.: alai.:::.„...::::x,zJ#t° exam le•16 min. for height ~>▪' R502.5(1&2) to =i 1= = 5k= 0PI«(.iMm 2nx2ux3/16u plate washer Ti I3 1w°ii s"t' ,' t: e � � 6 RM Mb + s!M k: s y ° y. x + em:: Anchor bolt per R403.1.6 Typ. Foundation per code Not to scale --- ------:--- --- :- --.' :1�-68" AS-- ----�__ -- • - - 'If?"I BE t, EEN SHEATHING ���' 4 Air AP. ..�} tbl:i_,r.Ltl L s r ` _._.. ._...- j.:„....,.... ' 1 55S q 6 � IL� io'7""� c�� vsc �E j -r.ek _ P. L: 4 :— — I. 1 i A- ITIII1II1,II i [ . • ( 1- VI I It: I r Er.r : 1 i .. t • } ' r . _ r - N7 a - - > 4 - - - , r _ --- the forfrost.protection m the City of Crte` t Spokane Valleyi� 4 inches measured from the bottom . .�.. . , i Po of the footing to finish grade. Grade slope away from _- . __. _ - ----.- building a minimum&inches in first 10 feet. / ,. ,q 0SS 2c�ace/-r0" //,2, / d / /94.)c,;,fa f:. eea, o,3 E..54c, vL DE 14CfrfCo Fao/�/9T✓Dy s5 N, vo'r v c),. n V /6// 0. C Gf1 //5 G Li-s -sh+-t L3EAfre 1/Z a o 8 `/ V /Z 0A_C\ f rr ` ►6 \I C ? N C&'V T/4) J r,121ats clI 5 ysu 3 ,0.I`. 0 OL 0 • '4/710721/2417 IQ / /70 5 ocC ' '— /g gay e' _501At,96-c:/ 40 R 1 1 1 i j i ; I ' 7,. )'-9 S1A'�' M \c,' Sn c ex- s ;47 C, . \.! j : ,...j • v.,1,1.1Q • • -2-POI/W-C g co g 5-5"ny 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 Spam REVIEWED FOR CODE OMPL •NCE SPOKANE VALLEY BUIL,ING DI ION 3 a