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2006, 06-15 Permit App: 06002149 Garage Project Number: 06002149 Inv: 1 Application Date: 6/15/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: UNATTACHED GARAGE Contact: HOBBS,ROBERT D&SANDRA L Address: 18925 E SPRAGUE AVE C-S-Z: SPOKANE VALLEY,WA 99016-9653 Setbacks:Front Left: Right: Rear: Phone: (509)926-8238 Group Name: Project Name: Site Information Plat Key: Name: Range District: East Parcel Number: 55173.1816 Block: Lot: SiteAddress: 18925 E SPRAGUE AVE Owner:Name: HOBBS,ROBERT D&SANDRA L Address: 18925 E SPRAGUE AVE Location::CSV SPOKANE VALLEY,WA 99016-96 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 10,200 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: I __ s H.s t .;_, <, Review Building Plan Review Released By: Originally Released: 6/8/2006 By: TMELBOU Septic Sys Review Released By. INFO IN FILE. Originally Released: 6/15/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Originally Released: 6/6/2006 By: KKENDAL �;u"_;s;.x <ss✓� :'-,.a.�saw Ez;,. ""` -aux ,.�_' --�.,�:m,;:: w».;.mss - ., rx.._ :_...... a ,..�„�' Operator: AMB Printed By: AMB Print Date: 6/15/2006 Project Number: 06002149 Inv: 1 Application Date: 6/5/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: UNATTACHED GARAGE Contact: HOBBS,ROBERT D&SANDRA L Address: 18925 E SPRAGUE AVE C-S-Z: SPOKANE VALLEY,WA 99016-9653 Setbacks:Front Left: Right: Rear: Phone: (509)926-8238 Group Name: Project Name: Site Information Plat Key: Name: Range District: East Parcel Number: 55173.1816 Block: Lot: SiteAddress: 18925 E SPRAGUE AVE Owner:Name: HOBBS,ROBERT D&SANDRA L Address: 18925 E SPRAGUE AVE Location::CSV SPOKANE VALLEY,WA 99016-96 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 10,200 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: � � v . . _. n.--,.' .775, Review Building Plan Review Released By. ft7 0 6 Septic Sys Review Released By: 4-15 In 'r ci Landuse/Zoning/HE ConditionsReleased B Permits: . .... .: ..__ wwr,ry ..:.. Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Operator: AMB Printed By: AMB Print Date: 6/5/2006 06/05/2006 S:5605093241567 SRHD EHS PAGE 02 Jit' 2006 09:26 FR TO 3241567 P.01/04 project N nnber 06002149 hiv.: 1 Application Date: 6/5/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit .PtojegUit f orbs fitiOn: vimemosammmmmamaiimml Petmit 1J se: 'UNATTACHED GARAGE Contact: HOBBS,ROBERT D&SANDRA L Address: 18925£SPRAGUE AVE C-S-Z: SPOKANE VALLEY,WA 99016-9653 &duel 3:Front Left: Right Rear: Phone: (509)926-8238 Group Name: itai Jr....L/4z ug&Lt: valor& Project Name: vaa.. PI at Rey: Name: Range District East Parc el Number: 551111816 Block: Lot: SiteAddress: 18925£SPRAGUE AVE Owner Name: HOBBS,ROBERT D&SANDRA L Address: 18925 E SPRAGUE AVE Locatiort:CSV SPOKANE VALLEY,WA 99016-96 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: 0 Area: 10,200 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nhr of Dwelling,s: 0 Rev1ewl2formation: :13 eliding Plan Review tie Sys Review evil!) c-‹ - fri. •P-1 /k'-‘6., /411 1.uuluse/Zoning/HE Conditions • ••__ Fermin: • Building Permit -- Contm.:or: OWNER Fix= OWNER Phone: (000)000-0000 AMB Printed By: AMB Print Date: 6/5/2006 JUN 05 2006 11: 17 5093241567 PAGE.02 06/15/2006 10:26 5093241567 SRHD ENS PAGE 01 Jit 14 2006 12:09 FR TO 3241567 P.01/06 project Numwr: 06002149 Inv: 1 Application Date: 6/5/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Permit the: UNATTACHED GARAGE Contact HOBBS,ROBERT I)&SANDRA L Address: 18925 E SPRAGUE AVE C-S-2: SPOKANE VALLEY,WA 99016-9653 Setbacks Fluid Left: Right: Rear. Phone: (509)926-8238 Group Name: Project Name: Sits Info,rhL!Ilio": .. P1st lCe y Name: Range District: East Parte(:Number: 55173.1816 Block: Lot: 5 eAddress: 18929 E SPRAGUE AVE Owner:Name: HOBBS,ROBERT D&SANDRA L Address: 18925 E SPRAGUE AVE Location::CSV SPOKANE VALLEY,WA 99016-96 Zoning: UR-3.5 Urban Residential 3.3 water District: Hold: ❑ Area 10,200 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Revie ,fi» M• vimiummoinsiossmor — Eryi x BtcLB ag Plan Review l*1400 .' . : ,rte _ ,;,::7 • .,...,.. �e^.� ,,i.l;, y^fox„; ,;,,:,, �/ �/ •r� �.�/�� Sept c Sys Review 'Acs �+..•�' � j� .?��• ;rel., i�.�'!/./. �•' Louth.se/Zoning/HE Conditions *44: :'!! '” e e s`..�•3rit O:y _ Permits: ■ Building Permit "..". . _ Contracto: OWNER Pim OWNER Phone: (000)000-0000 Operate AMB Printed By: AMB Print Date: 6/512006 JUN 15 2006 11 45 5093241567 PAGE.01 Project Number: 06002149 Inv: 1 Application Date: 6/15/2006 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 GAR WOOD U-1 VB 546 $10,374.00 546 $10,374.00 Totals: 546 $10,374.00 546 $10,374.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $195.25 ACCESSORY PLANS REVIEW 1 SELECT $48.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $248.56 Notes: , , .: .n, ANOMPItmt. ,, 1 ..1, . .:- N _ Payment Summa Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $248.56 $248.56 $0.00 $248.56 $248.56 $248.56 $0.00 $248.56 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: AMB Printed By: AMB Print Date: 6/15/2006 _ Permit Center PERMIT NUMBER: t �( Sjokane 11707 E Sprague Ave,Suite 106 Spokane Valley,WA 99200 PERMIT FEE: �'�Vall ,� s;:--0��s��r�(992,0)6--r8_0037 _.9� s-�o37 Community Developme •JNbay.s•s a ev lev.ore _ ;DJ 0 220 _ Residential Co�'uct�ion ( ` New Construction _ Accessory Bldg '' �JAddition/Remodel Deck Permit Apphc�trg►)nk�J L ID) II I, �,�_,�❑ ❑ Other: SITE ADDRESS E; 18/25 ;Cr!'a i 14- S-Pd IVtri-LC ASSESSORS PARCEL NO: 5517 3•1 1 iso LEGAL DESCRIPTION:Lot Ar B/oc�` 0 O"v� r•e3 5 t k Y}4-CLEV rev./ ntractor = Building Owner, Co Name:, I, /F t_5‘..06,74.., 74.- n o b t 5 Name: ?go?co_v d 11)►'lam Address:ft 125 2 g Address: 5P r���� State: Zi City: st e.,,, (mac y State: add. Zip:Tot. City: p. Phone. q - 1238' Fax: Phone: Fax: Contractor Lic No: Exp Date: ContactTerSon - _ . -.:, City Business Lic.No: • Name: k.eltr i /ti bb Phone: ,1 r4' 0 V 75 ((e li) 411.2( S-23 170-44.0 V Describe the scope of work in detail: Cost of Project: $ '9OO a✓,'!4 ,, o4f' 6,.4d .5c **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: 1.?' 21-K 24 I 20'_ X 25'6 " MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: ;#1.,‘ AREA: FINISHED BASEMENT ARAG, SQ. FTG: DECK/COV. PATIO SQ. FTG: 30%SLOPES ON SQ. FTG: 4/ 1)/�A- PROPERTY: pip #OF BEDROOMS: CONSTRUCTION TRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? , A by eo cf2.art-r 1 , /A ft/A- - - �: 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 Method of Payment: ❑ Cash ❑ Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 Sinia a_14 4a0000Vally 11707 E Sprague Ave Suite 106 + Spokane valley WA 99206 509.921.1000 ♦ Fax 509.921.1008 ! cityhaU@spokanevaUey.org Residential Plan Submittal Minimums ier Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. izr Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. Cd✓ Show the height of any proposed buildings or accessory structures. 13-- Floor plan for each floor: Dimension to scale (minimum 1/81 and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22°X 30° attic access location O 18" X 24" crawl space access: • ❑ One-hour separation detail: between house and garage . ❑ Floor framing details: Joist type, size, spacing and installation details El Roof framing plan and details ❑ Furnace and hot water heater location. • . g All header locations: type, size, and connections • • 0 Foundation plan • 0 Insulation information 06/06/2006 0823 5093241567 SRHD EHS PAGE 02 `�"' � '" anyytey�86 ROBERT SANDY HOBBS PAGE 01 ieu, iii„.(14,, .4, -3L);(601 ?e.t.,,41-- • • 41114' 44m6e 1 6- 5 0( 9 �i°� (1°1'15 VY/4127/ ii) 1 ./ eotert skoAe \fo.,itel OA '006 ... 114) \*,Vop e' <IA y V6' f v,k1 ______i [1.1? �o r ori 1 f VV4 JUN 06'2006 09:43 5093241567 PAGE.02 '� \ I i V,. •i V/ r� •• \l :' I 3 S ' j l.1 4- /G „,. ` 4,1 ka 1 vcit \�^"�"". .! \ V.. 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''f �J : •r;tirt:i.�i. ..e' •'�. i� ::iU.: ; , . 1 1 ( 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) . 1 a*1-....,... .,",,,,,.-.".,:...."l 'o.n s t �...` _ ,013 :w y x y ,� rr ,,a: ewM� { ; , , : z ° 0I Sheathing filler P O a i R ,d = h 4 a 4:ia a K a! x "' #0{� ,.' 1 .. �. m _ ! is[ a / Y J.: �.:,=. ::3<+!..,:.q..;.1a "`a �* $ ... ..�� ..`: �� a�''',.:<_;..<�>:..;�.,t '�>�de... _ �. } �,:, i, <t.,r:>'��:>�: � . � 4;to if needed ... 4:;, .,,:n= .11..;..1..,.:., ., ;, fe C 4,4x ,ay 2 to 18 (finished width) o#ar {a yd\ {r 1 1 1 �r# 1 1 6 11 1 S, p l 1 1 4 ,°' sinker aiai � i 1 Fasten sheathing to header with Top plate M 0 '+ `101111115:11;t, "I nails in 2 rows Drat lad 3" �t i. ,.{ m¥ o'a 3" I ' tit 8d common nails in grid e, :1 @ o.c. a4a� i43 - continuity iS 0 i., x::t d,tit .: 14IQ J k I pattern as shown and 3" o.c. in '� ,,,, ' `- j ®I°i lau required per t;',. ;,:; mit i i. • ! IT ar }3 t, xi , t' at•r 141•, all framing (studs and sills) typ. R602.3.2 , ,_ ,:, a,., ; ,,z,v E {x I x r= 1000 lb header- ;- lal4 ,!. , 1 0 e.. :ISI° - It 11. It 1'i 1I' _,•, 044 , , , , 1 ,4,Q to-jack-stud strap 1000 lb header-to-jack-stud strap ,<, 1:# I + 1 AJax �Oi q O Ila. ,,i 1 , on both sides ! �� 1� on both sides of opening ,:.,:,:ii,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,-,-,, f ; •;o, ;' (Install on backside as shown on ;i 1 ;;, 1� of opening (Re Max. I# I r 1 ,. 1 No. LSTA24) height la� Side Elevation, Ref. No. LSTA24) , ,. I ,4 414, 1419 1 i rA 9j/x s o,o 10' ;i t=' Min. (2) 2x4 lyp 1 x:= }: , I 4,4, ,4,o Braced wall , , x, ;e, , ,4 ,i , 1,, 41'x I"t° se ment er ,ti: r;t 41!i ,o,e i ,i: If panel splice is needed it shall 9 p ,, ,# ,, „ a,4 i4, 24" R602.10.5 ; +, -i 3/8 min. 1 1 I�.: occur within of mid-height. }.,: c:, 1:: 1 ,' °tai ,"x°. I I 1+ °o°1 j°�"" thicknesswood J x #= Blocking is not required. �' `# 1' structural panel '4t4t 1014 1 1 r:x rl°J 1 10 _ 4�1 tal4 No. 41ai ,4ta Min. width based on 6:1 , , t a o,=Yr ,a,o sheathing hack studs _, }x , +ta, ta,0 height-to-width ratio: For 1+ 1 4t»; ,•tp a„,:, I9I II per table I ;, 1',, afar ia lar ,,; example:16 min. for 8' height R502.5(1&2) #.,:-1:::.,.::.!:::::::.i::::::4".:,.. 11 1 r: II , J Ik# . 1 1 a41 1410 I 1 I 1 alai ,410 1, 13 a II u 1 t'. r:J Ir 1 1'. 4,a, taxa Min. 2 x2 x3/16 plate washer , I=. I:, 41•t ; r: . ! i , :is ; . r t t.';. Anchor bolt per R403.1 .6 Typ. ` Foundation per code Not to scale , • , . • • . . . , . . • . ' . . ; , „ ; • : „ . • , ! „ . ! ; , , , i : ; • ; ,• ' ' ; • • ; ! • . . I ' ; • • . ; , . I : , . , - , I 1 : 1 : • . : . ' • . , 1 , . . . , . . -.--- • —i— ! —i'''. c ; ' ' ,. .erf f 5.4014.014*-; , , • ! ;- :.- ';•- --f-- „, ; , , ., ',--- , .-,- . . ii Ii t --.— ;. I-•- .• I . . . 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' , : I ! , , I I „ I ' ; ! - • r----r r' , ; 1 . • ; I 1 , ' I : . : . , , , 1 I I r r I i ' ! I , I 1 • i 1 ; I i i ; ; i ; 1 t 1 I i 1 ' 1 1 ; 1----M-'--- ,..-. If I-- -- 1 -1- --r- - i- T" 1--- ri-1-- ,, 1-- i : ', I 1: , , ! , I ! , !( ii , I 1 ',_ !.._ r_____. ir 1_,_. i...._7.___TI. i t! _ 1!/Iv..41/4.c)... .f___: r._- _..1.___ ..i ;- ' - , $ ; 1 I r I I I I , . I ' , 1 1 .107 1 4,..- . I 0 t i I I I : , •I-' —1— , : i ! ./— : . ; I i I .', I , . I I I I I ! II'— i 1 I 1 i , ; r '. . ; I I I • i --4—— , —I— ;--- ''i--- "7 '--• 1 __,_____:,::. ii___.:,,: 1 , . I 1 I I I , , i I i , . I ; I 1 ; r I r ' I I I 1 I , ' I • I I i i i i 1 _ , , .--- i...— i . ;. r I _ , 1 . I- -1.- T r 1 1 ; ,..- ; , I ' 1 I f i i i ' I , , ' ; ) I i ; ' i 1 11._____l ---- 7 - 4 __.1.... i........ ;,:.._...,,_ r- • , i--- '' ---1- 1 , - --r----r- .„,-- , . , , . . - r - - - .•.L!r - 7 t,i1,I .;i.• - - I 1 ; 1 f r1i!1 ; . ; 1 I , 1 , , . " . . . , . . • : . . , . . . . . ; • : . . : • . . : . . . r : : . '.. ! ' • ', :. , ; : . . • i 1 , . , , • . . - i . . : , ! . , . , , T • ''• ' i A b. t A ' . le t,=-Ietivft,-- , rtt$5, , • : , . ._. : . ' • , • : : : . • 25, , : , , , , , . . .c...,,1 ' , , .i„- - e-i‹_- _ , : • . , : ..., , . ..._ , . . I ! . . : r I I . : : ; I• • I .. . ! I r. . I , ! i . r I. • I : ' . I i..- . . . , , '• .: .,--- : ' • 1 i i ; ; t I i-- -7--,i-- ' --" ' ., , ., r— : _Th^ , ! , . . .-•- i'-II- I' --4----..- "I"'.-i I'4.--". I i; I I . . : . ! ; I I i i i ir-r , ! ! -,- : 1 ; • ! 1 -- i-i I,- I" • I . : I 1 I 1. ; • ; ! ; ! I r , '177-1' — r- ir - r. , ) i , : _ I, , . i i 1 1 1 . . I 1 , : : . , - - i ',. . - , I ! •• i ,, : i I 1 , • . : - —if-- ! r ] 1 I .r i , :i : ! 1 ,, , ,--- r— '''' i 'i" ' i-- ,-- 1 i I •• ; '•• I , I I •: . 1 , ', i WI 1 I. .. . .... .: ; , . 1. ,. : , i :, , I I : -i" 1 i , ,---- - , c---- ! ,-. ! , -, •-• •— , , H ''- , ! , ', : , : ! , '• — I 1 , -- 1 1 . 1 I . : • , ..... ....;j-. : : ; Ir,;: --;r,.j• 1I,.'..:•. , — I - - - : - r --......J ! , ! . i . ! I ! i i ! ! ! ! ; • ! • ' . . : i ,•-• , • . I ' ....... 1 I 1 7 ! _ : , - ' : ;f::;• !:, I ! ; . . ! . 1 1 , ; • . < : I I 1 . I ,,,,,, 4 , (,,,,z-.'t..14', •,, -%7K-- 1 , ,, , '! \ Q... • : , 1, :_ :4. : 1 r , t- ,- , , .! r- . - I ! , I ! ; . , ; • ; 1, , ! I r ; 1 0(111/N En1J, , , • • " ! , . : ; :• . . , • . ' : , . • . , . , . ! ,• 1 ! . , , ,• . i_,. • , • : : . , . . ,. , . . . , , ,. . • . . . , . : : ..„.... - , 1 • • ..,,, 1 , , : , , , • , , , , • : I • : : , • , : , , . , , , -, , : ', H.--- ,,•-• , . H-- ,- ::: . . . r „ , • i ! ! ! , . , „ • , I , ! „ ! ! _ r , ! I— -f---T i— ! : a• 61.*--A Oc 44 , , , . : • . . : . . . . : . I . . • ! i , . . , . ; •1--- 1 , - , . , • i . . . . , . : ; - i • ," i„ • , 1- ; . , . . 4._ • „ , . • , • .•• : : • ; . ! . , • • , • _1 1 , • : • : • : , , , , • . . , 1 . : . • . , , . • , , • . , , 4, ,,,, : „•:„, „„ , .r ;r r i 1 , : : ,: • . , . h ,_____.1) 'r: :•IALS-APR R-01/r FOR-ON EifOUR-FIRE-RESISTIME i 1 • : .-1-- r--- i . - I- 1 , , I CONSTRUCTION ON TH GARAGE SIDE' : : . : , : 1 I : : , . ; a.r.518”TYP-E-r'-XL.GYP-00/kR0-(-HABITABLE SPACEAEIOVE)(OR .7 ---•:- : I ,._ , 1 1- I- i :- , • I I • 1/2 GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING)1 , r-------' ,X2rOPEMNG' S-BETWEN GARAGE Aft RESIDENCE SHALL BE I ! I 1 '----------f , EQUIPPED WITH SOLID WOOD DOOR,SOLID OR HONEY:COMB CORE! -- , f -7 - -7 1 1-- : 1 ' -1- .1-i, - .1----s-TtEL-090fisiNeT LiESS WAN-rartri OR 20-MINUTE PIRE RATED: :: i -I- •!-- -r-- ( i 1 ! . , : I ! • _ _.h.,.. ; .h...... ;._. . , ; - ' -•tt ! ; i • ! I -1 I , . , , i..-, %•-•-•*-- - i , , • i r , 1 ' 1 "" ; I : ! I i ! i (...41%ri4e , ii H'---- r ---1— t -7- T-- r i r t_ _ i..._. . }:...._ _it_ i... ! ---1- i I , ! I ! 1 1 AT244441ktiS 1 1 14(0(..te Elike-ita AU. I • . . 1 - r—t----r- h , , :, • , . 1-- --t- T TT r f i r r- i I r- I • , 1 ! , . , . . , , I , i 1 1 . ! 1 , . , , 1 , I ,_t,,v1 , ___...h.-7. ..h'..... r 1 r.... .____ .,..._ r__. ___,_, _ i , 1.• ticl-1-. 4.• I ! i 1 1 1 .t r ..r. r i 1 . , , , ; ; ; .. m,,i0 , 0- , ail , ! , , , .. . ; !i,... i 4_ _ _ __ _i _.,:_____..i... !.__ -N_ .., . . , --1--------„t 4- i--- i- h_ h _jr ..T. i ...H..,..._ I • ----- ',---- ` ' . : 1 i f f ! I , 1 • 1 ' ii ! I r : 1 1 • - 1. , , 7 i T-1 ' *- -! " ' .7' . 1 , , , , I Vie, • , . ; i it, i t : . : : ! T/Z-1..:"'„:::. .::. ,...- ,• "...,;',::.-,-,.- : , : i ,::', ,,,,,,,,, -.,/:--'...' .,,.- ,Ty• ! . , . . . ,...-- .4:-.•,..•::‘,r, . ,,,k,- I . ,. I I r • ETT ' . , 1 1 I : • : , ; -I --. .I?:- (.: ••.,....:. 1::` ! r....,+' --:--; 1 D 1; t--- i : , . : , 1 . : ' , 1 , . ; i ! 1 , 1 'ir . : . : , , . ..' : . : 1 , . ' , I ; I ' 0 i : tik.i, : . • r. .. : . , H , ;-- , ,-- .; A ; I I ' , - --:, i I ; . : . i i i , ! 1....... 1 I i 1 .- - i 1 , i - , I 1 I i 1 , , , , i 1 ; 1 e .i , , .. i --1—r- 1 . ;---H- ' • , ,.- , 1 1 1 I I - I j____ • 1 , . , 4 I 0o I . ,____ • , l I , F. ! 1 I'l , 1 , - , 1 I l'A i i , 1 . .[ . .._ _ , ,.. . , , , - . ----1------1f----- ! • ,, . 1 , , I! 1 ! ! . 1 I r 1 ; _4______1 t___ . ,,_ t---. -- • i , ''----ii-- --'r -1-7-7-7-7-r----7--- 1 1 f ! _____ ! ! , I i i 1 1 i 7-7 '-:- ---I • i !-!-- --r---- r-•----i- -,: ( 1---- .i —1 : 1 1 -T ! I I 1 . . : ! : 1 , • - -- ' - - 1 I 1 i 1 ! i !-4 rl .1„._ _...r,_ .,..;_. ,..• i, , - ..i •i. . 1 : . : I r I I - t : . . . • • • • O --/%41-#1447:0"- /14 T •I. _r • _ !1/8"-GAP /� �q - - f{4�41A1- -- - - -- I �;. --- EETYI/EEN_�-kEAHMIQ .� Yom.. __.�_ r-- r- -- r---- r—Q.-. ..._, yr°'' ---- _- .--- - .._... Y tdi i t ` K � ���_� �zw � _ , tf-._ loll -- -ri 5585 '11l �/ e Y. 40) t u,rf x`04' 1 - - _ t 1 - .a....-- . j `— l' I a ' I • ; �I r" r • ( 1 tt t -' - i • l .. _ 1 I i; I € �, 6 , -I - , t I $� I I - t • I - __ , Minimum depth for frost protection in the City of , Spokane Valley is 24 inches measured from the bottom � _.... r • I I q 4 of the footing to finish grade. Grade slope away from - ;,__- ._ building a minimum 6 inches in first 10 feet. Min. 4 ft Brace Wall Panel per R602.10.3 &R602.10.4- Anchor Bolts- Minimum '/2"x 10"with 7" concrete Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 embedment at 6' o.c. and 12" from ends of sill plates. Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing • _ : P CONCRETE, TO I r • FOUNDATION WAttS-3000# PSI ,� L _ 1 80488,GARAGES,CARPORTS > _ 11:.3. __ &PORCHES-3500# PSI !' i • ' ; --. y, t ,� 'ire a; ►�� Bloc�Cing d • t mi __ ' I • height in unf required 1 - O i ails y� 'j1T f � 5#_ sq ! ! : ' :it!. gall : ; ! ; g W. r , ;,,- ; -;,, l• ; i -r-7.;:t- 1-!, . t'l ' f ►Y1 q ►r f�MR M L I I ! 1 J rf/ � ,, `I. 1 i est r 6 r � _ ' ' r ; —,— 11 ih i' 1 02-}4` * '' sC i���1 5 /ass ! It . 1514re_e'i serer iar 1� I : ` I j ! I i I . _. i • -. 'I ;�r _ t. -i- r--_t.-- .---_--� _- - r- __ 1 _ __ •- _ • a r _ r 5. i ,.,77.'n,.,„;:.,. - r- -r- r- -1 r---r— '-r -r- 1 -f- I - --i--' -J.''' i. I I .i I I L,,, I I 1 I I i L' I I r r-- .r r I • I ; • a v �' n , r r III • i" 1 er _ I j—.. _. 1.__ _ .1 I _..i__- ... I , � � i I 1 -' ' , i j I --r---1------r- i j , r _ 1_ fir , —r—r_ , I _ I 1 1 i j I f 1 I OU r_ - 1 r - j i i r I , I ! i 1 j : 1 . „ • , • . : ! ; - -1 -- i. i ! . L , 4- ' . . i • , . I. • L ,„„ . • . 1 ; „ - - ;-- ' ; , , r• I 4-•i ; I i I I , : I 1 ' 1 ; ; • i ; I I . I I I , I I I. ; ;._ I, , • ; • , „_, _,_. I ! i , I 1 : I . I I i I , . . I ; Li-- ft, Woe . 1 • , , . I1 i i . , . . . [ , . . , . : • , . , c .r . • , , - ! l I ‘‘lit v ! ..1 ' . . i e i 1 . : • I Wilkj--- . , , , . • , rte , 1 , , nit g.., ---4 ', , 1 - . . ; I, , --„ I , • ! • . , • . i . I 1 t a O I I I 1 I f , I ! i •I I , I I L j , i - • r 1 ' , 1 !- ,--- I- ------ ; r , .L... L 74 tie . ! . . : • ! : 6 i..1 i L 1 i I I ' Lite. 1--- •— • I , , L. , . ' . . I : , , , , ' . I- ' I :•' , . , 1 . LA i , . I 1 ; • ..4y., L. 4. 1 ' . „ . • / ! • • 1 .!, : . -, : . • I i , 4! , 4 'K "..*" '41, I 1 0 ,4111° /A ." I ! — L. ' 8‘(";"' "Ntir',- "abb- . :,--- 1 , . I , i - i II (4T , .. . I I : . , . : I. .... _J I , i I ' . , . , ' ,• , . .• , , . 1 : , . . .. 57` '; 17 .'-- - !,,030,'!,_ ,•!, ..,,„,„,,, . . , , i • 1 , L I 1 1 . , . • • . , . 1, . • 4- I at , , . , , , : . i ,• : 1 I 1 k . „ I . „ ' • „ IL : [ , „ . ; . . , , i 1 ' '. ''l 1- til I 1 N, : , 11 , 1 ' itt9 10,4'1 ; . : ! I- 1 ' ; . I , . ' , • . , , 1 I • ; i I I . • . . I i FM' 1 1 I ; . = : ' . r I, 1 . ' . = . I . .,, . , i ti II i 1 1 I a , , 1 1 I L , L.. -ti• , ,_ ,, , , , 1 I 1 I , , . , , , i , i „ N., 1 1 , . • , , , .„....:,,, . 1 ,,1 L 6 L ' 45-' ,L. .t _1 L - ,; ,,•1 . : . ; . : . . , . 1 _., , .1........4.....1H 1 p I „ „,tti„„„.' , i , , , t ., ii ,, , ‘• , , , _,_ , , , , L. • t 1 • I. 1 I.. i 1 . • Ai , „ ,.. , • z I t . , , , I 1 , , , , , ci• 1 , , . i _t_ 1 , .. , , • , I 1 • . h , !- I 1 1 1 i I 1 ,i [ L . I . 1 . ' , 1 i 1 ; 1 , 4 : , , , I ! r 1 , 1 , : I - i i.,_ i_-_ . ,... ,_ , , I ! ! I , 1 ! . ‘. 1 1 : ,.. , ; , ',.. ; . i , . , , I ; ; ' L i L • , . : . . . : . 1 , . 1 , ,_ , .L. ,_ 1 , ,,..., i,1,1,,,.... ''111'11,1 , i , , „ , i 1. . c , i 1 , i 0 '. 1 I , ,_ L 1 1 : . , 1 . 1 , , 1 , 1 L.....,L-p : 1 .,L9 ; 1 i i ,I I t , L. L ' P ; ., _._, c_ , L .t:It'• , , i ,.. ,,,_.I. : , i i IA 4,41..„. • • . , . .' 110...........4.6......' 1i 1 i i . 1 i I ! 1• . ! ,. . . I ( I i VP,.et Avi...• I i Fl4Wit./.,:c ; , • • . 1 I • • 1... 4--- -1-• 1- L. .1 ' — -- , 11.4-- r' m --i- 1 , 1 . 1 , I 1 I . , I . I . i I • . , , 1 1 I I_ L I nil _...r%- — ; I , 1 , ,_ _ .. I I- :, ••1- , , . . . . . , V I i : • I , I .! „;.. I.. I.. _L __;,1_• -;,- I • , ' = ! • , ' , t L it (51°1 25 i liPiftlY 41 'i- -11- , 1. •1 I ; • . ; I , . . . 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I I ; I I. . , ! , . i . ; 1 l I I , 1 1 1 I • , I 1 ,i 'I, 11 • 1 i , , ,_ „„,_,....„.....7,1 L•,:-.....4._ , ...„,.---- , . -,,.,-,-...,-,,.„;..-7,-., t-------”. - -,--4:-.7-;,--te 1...".1'..14;1:- i I'111"1.•I 7III, "*III" I"IIIII 1 .I.Iri:''''''', 1 I I I ! 1 = I I I , , I • --'1111:1•4 "- •-•,- ---- 1--- ,--.}-----1 , ! 1 , II ,• .• ! , , 1 , , • , , '1 -..e,z):6'4,, !.' 4 til 0..., L. i P.,.i , , . . . dillIMINII Job Mark Quan Type Span P1-Hi Left OH Right OH Engineering robhobbs R1 12 TR 210000 4 1- 0- 0 1- 0- 0 HOBBS/TB DG 11-2-2 4x4= DG 11-2-2 HO 3-15B HO 3-15 HH 4 HH 4 4 nm 2x3, 2x3,/ F TC TC 3-9-15 3x5= 3x5=: 1 A \\I., , ,/ B1LE S1 D B1R Z. 3x4- 3x4- 3x4- W:508 W:508 R:1064 R:1064 oU: 234 U: 234D 0 0 0 0 EPl '�o I 5-7-14 10-6-0 15-4-2 21-0-0 0 TC5-7-14 4-10-2 4-10-2 5-7-14 H BC 7-3-4 I 6-5-8 I 7-3-4 EPI 7-3-4 13-8-12 21-0-0 4 21-0-0 - ALL PLATES ARE LOCK20 Scale:0.293"=1' Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 112.0 LBS G -C 0.27 2237 C 0.03 0.24 ANSI/TPI 95 & 02 Bottom Chords OH Loading Online Plus -- Version 19.0.028 A -E 0.40 2130 T 0.26 0.14 Soffit psf 2.0 RUN DATE: 02-JUN-06 E -S1 0.28 1418 T 0.17 0.11 Wind Loads - ANSI / ASCE 7-98 Sl-D 0.28 1418 T 0.17 0.11 Truss is designed as a Main CSI -Size- ----Lumber---- D -C 0.40 2130 T 0.26 0.14 Wind-Force Resistance System. TC 0.27 2x 4 1B Webs Wind Speed: 90 mph BC 0.40 2x 4 1B F -E 0.08 409 C Mean Roof Height: 25-0 WB 0.20 2x 4 DFL-STUD E -B 0.20 620 T Exposure Category: C B -D 0.20 620 T Occupancy Factor : 1.00 i Brace truss as followsi --- D -G 0.08 409 C Building Type: Enclosed O.C. From To Zone location: Exterior TC Cont. 0- 0- 0 21- 0- 0 TL Defl -0.20" in E -S1 L/999 TC Dead Load : 4.2 psf BC Cont. 0- 0- 0 21- 0- 0 LL Defl -0.12" in E -S1 L/999 BC Dead Load : 6.0 psf Shear // Grain in A -F 0.24 Max comp. force 2237 Lbs Loading Live Dead (psf) Quality Control Factor 1.25 TC 30.0 7.0 Plates for each ply each face. BC 0.0 10.0 **SEE REVERSE SIDE OF THIS ** Total 30.0 17.0 47.0 **PAGE FOR IMPORTANT NOTES ** Spacing 24.0" Plate - LOCK 20 Ga, Gross Area Lumber Duration Factor 1.15 Plate - RHS 20 Ga, Gross Area Plate Duration Factor 1.15 Jt Type Plt Size X Y JSI TC Fb=1.15 Fc=1.10 Ft=1.10 A LOCK 3.Ox 5.0 Ctr Ctr 0.84 BC Fb=1.10 Fc=1.10 Ft=1.10 F LOCK 2.Ox 3.0 Ctr Ctr 0.38 B LOCK 4.Ox 4.0 Ctr Ctr 0.69 G LOCK 2.Ox 3.0 Ctr Ctr 0.38 Plus 4 Wind Load Case(s) C LOCK 3.Ox 5.0 Ctr Ctr 0.84 E LOCK 3.Ox 4.0 Ctr Ctr 0.46 Jt React Uplft Size Req'd Si LOCK 3.Ox 4.0 Ctr Ctr 0.60 Lbs Lbs In-Sx In-Sx D LOCK 3.Ox 4.0 Ctr Ctr 0.46 A 1065 235 5- 8 1- 8 Hz = 61 C 1065 235 5- 8 1- 8 REFER TO ROBBINS ENG. GENERAL Hz = -60 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Membr CSI P Lbs Axl-CSI-Bnd Top Chords NOTES: A -F 0.27 2237 C 0.03 0.24 Trusses Manufactured by: F -B 0.26 1957 C 0.02 0.24 Valley Best Way B -G 0.26 1957 C 0.02 0.24 Analysis Conforms To: Robbins Engineering,Inc./Online Plus'"©1996-2006 Version 19.0.028 Engineering-Portrait 6/2/2006 7:07:25 AM Page 1 wMMElr• Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering robhobbs R2 2 TR 210000 4 1- 0- 0 1- 0- 0 HOBBS/TB *2x311 L DG 11-2-2 4x4-- DG 11-2-2 HO 3-15 HO 3-15 HR 4 *2x311 B HH 4 J t! *2x311 4 *2x311 N H 5 *2x311 *2x311 p F 5 GS5 TC *2x311 3-9-15 *2x311 TC R D5 GS3 GS7 3x4- G GS GS6 3x4= E G B1L I K M Si O 4 BiR s *2x311 *2x311 *2x311 *2x311 *2x3113x4=*2x311 *2x311 *2x311 717777 ' ' - /7 ".. ,> .n• ,.G,f' 4.. .. .an.. F .,l I o 0 o - o o o EP 0 10-6-0 21-0-0 0 TCI '-' 10-6-0 - 10-6-0 '- BC I 21-0-0 EPi 21-0-0 1 -� 21-0-0 --- �i ALL PLATES ARE LOCK20 Scale:0.293"=1' Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 115.2 LBS P -R 0.12 82 C 0.00 0.12 C LOCK 3.Ox 4.0 Ctr Ctr 0.85 R -C 0.12 64 C 0.00 0.12 E LOCK 2.Ox 3.0 Ctr Ctr 0.00 Online Plus -- Version 19.0.028 Bottom Chords G LOCK 2.Ox 3.0 Ctr Ctr 0.00 RUN DATE: 02-JUN-06 A -E 0.05 34 C 0.00 0.05 I LOCK 2.Ox 3.0 Ctr Ctr 0.00 E -G 0.03 0 T 0.00 0.03 K LOCK 2.Ox 3.0 Ctr Ctr 0.00 CSI -Size- ----Lumber---- G -I 0.01 0 T 0.00 0.01 M LOCK 2.Ox 3.0 Ctr Ctr 0.00 TC 0.12 2x 4 1B I -K 0.01 0 T 0.00 0.01 S1 LOCK 3.Ox 4.0 Ctr Ctr 0.58 BC 0.09 2x 4 1B K -M 0.01 0 T 0.00 0.01 0 LOCK 2.Ox 3.0 Ctr Ctr 0.00 GW 0.04 2x 4 DFL-STUD M -S1 0.00 0 T Q LOCK 2.Ox 3.0 Ctr Ctr 0.00 S1-O 0.01 0 T 0.00 0.01 S LOCK 2.Ox 3.0 Ctr Ctr 0.00 Brace truss as follows: 0 -Q 0.01 0 T 0.00 0.01 O.C. 4_ *Tom -To'y 4 Q -S 0.07 0 T 0.00 0.07 TC Cont.' 0- 0- 0 21-`0 0 S -C 0.09 65 C 0.00 0.09 REFER TO ROBBINS ENG. GENERAL BC Cont. 0- 0- 0 21- 0- 0 Gable Webs NOTES AND SYMBOLS SHEET FOR E -D 0.03 190 C ADDITIONAL SPECIFICATIONS. Loading Live Dead (psf) G -F 0.02 135 C TC 30.0 7.0 I -H 0.03 153 C NOTES: BC 0.0 10.0 K -J 0.03 135 C Trusses Manufactured by: Total 30.0 17.0 47.0 M -L 0.02 105 C Valley Best Way Spacing 24.0" 0 -N 0.03 159 C Analysis Conforms To: Lumber Duration Factor 1.15 Q -P 0.02 111 C ANSI/TPI 95 & 02 Plate Duration Factor 1.15 S -R 0.04 250 C OH Loading TC Fb=1.15 Fc=1.10 Ft=1.10 Soffit psf 2.0 BC Fb=1.10 Fc=1.10 Ft=1.10 TL Defl -0.01" in S -C L/999 Prevent truss rotation at all LL Defl -0.01" in S -C L/999 bearing locations. Shear // Grain in R -C 0.18 Refer to Gen Det 3 series for Plus 4 Wind Load Case(s) web bracing and plating. Plates for each ply each face. Wind Loads - ANSI / ASCE 7-98 Jt React Uplft Size Req'd **SEE REVERSE SIDE OF THIS ** Truss is designed as a Main Lbs Lbs In-Sx In-Sx **PAGE FOR IMPORTANT NOTES ** Wind-Force Resistance System. Cont. Brg 0- 0- 0 to 21- 0- 0 Plate - LOCK 20 Ga, Gross Area Wind Speed: 90 mph 2130 394 Hz = 61 Plate - RHS 20 Ga, Gross Area Mean Roof Height: 25-0 Jt Type Pit Size X Y JSI Exposure Category: C Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 4.0 Ctr Ctr 0.85 Occupancy Factor : 1.00 Top Chords D LOCK 2.Ox 3.0 Ctr Ctr 0.00 Building Type: Enclosed A -D 0.06 65 C 0.00 0.06 F LOCK 2.Ox 3.0 Ctr Ctr 0.00 Zone location: Exterior D -F 0.06 76 C 0.00 0.06 H LOCK 2.Ox 3.0 Ctr Ctr 0.00 TC Dead Load : 4.2 psf F -H 0.04 72 C 0.00 0.04 J LOCK 2.Ox 3.0 Ctr Ctr 0.00 BC Dead Load : 6.0 psf H -J 0.04 73 C 0.00 0.04 B LOCK 4.Ox 4.0 Ctr-0.8 0.50 Max comp. force 250 Lbs J -B 0.03 77 C 0.00 0.03 L LOCK 2.Ox 3.0 Ctr Ctr 0.00 Quality Control Factor 1.25 B -L 0.02 80 C 0.00 0.02 N LOCK 2.Ox 3.0 Ctr Ctr 0.00 L -N 0.04 74 C 0.00 0.04 P LOCK 2.Ox 3.0 Ctr Ctr 0.00 N -P 0.04 70 C 0.00 0.04 R LOCK 2.Ox 3.0 Ctr Ctr 0.00 Robbins Engineering,Inc/Online Pius'.©1996-2006 Version 19.0.028 Engineering-Portrait 6/2/2006 7:07.26 AM Page 1 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 soI REVIEWED FOR CO E OMPLIANCE SPOKANE VALLEY !IL- NG DIVISION Tk 06