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Date:7/24/2024-8:32 AM, �Jr
<br /> Design Nance:Garage Design • na
<br /> Design ID:328254076241 Design.&Buy
<br /> Estimate ID:Estimate Unavailable
<br /> Estimated Price:$0.00 GARAGE
<br /> *Today's estimated price.'Future pricing moy go up or down.Tax,labor,and delivery not included.
<br /> Jot. 'Russ Um Type Chy Ply
<br /> OTREC0653923 TiDE COMMON 2 1 Job Ralerence toplionah
<br /> Mhlrr=st t.1a.^.uteclun sy,Ens«airy'Ail R.10.a 4 0 0 r,:w 13 2033 row...84C3 5 May 132020 STsk lh.',vsinns,let.Fri Audi 20 t5 17.C• F.:we:1
<br /> ID Sir4AFdb2rs173FSCA•<;3Wvrf JV4rcAsi-V11no20 r5cd4Ovi 0'145 020r.'405 li,risurns,n
<br /> 110543 l 0 0 _
<br /> 1 1-0 00
<br /> a
<br /> _s
<br /> Cr, 27 ,..•[ ,
<br /> 25
<br /> 4 �•", II
<br /> t: 31
<br /> ? 26 �,'- 20
<br /> 5 3 81 5T
<br /> 3rr ',ST i
<br /> -- 0•04-' 1 I;r1:'P 3 n Cy C sue? 'C}SF' ,C.?titi>:�t ...}7tCf5,g., iJii. {r• �$} < : :.1: i !:7 t' ` ;>s ? *. ?: .: i ti 1 i
<br /> 21 20 19 1U 17 16 15 14 '13 '12 - ---
<br /> ( 3w4s ,3x4- 1x4e
<br /> ( 42'a'0
<br /> Loading ) tI) Spacing 2-0-li C51 DEFL -1n roc) Weil Lid PLATES GRIP
<br /> TCt1.(long 5110 Plate Oro DOs. 1.15 TC U 10 Ven(Lt:) Rid - MI 999 MT7.0 197f14c
<br /> 13n0iv IPc/FU) 27.744U U - Lumbar Dot., 1.13 GC 0 10 Vurl(TL) via ri a 999
<br /> TCDL 10.0. RupSI:uss Ir c• YES WO 0 112 Herre(TL) 0.00 11 NH We
<br /> BOLL 0.0' Coda iRC20113/TF13314 Mafia-MS
<br /> BCDL 10.11 _. Weight lb FT o 15'Y,
<br /> LUMBER BRACING
<br /> TOP Cl IORD 2x1 SPF No 2 TOP CI(ORO Structural wood sheathing directly add-od or 6.0-0 00 Puffins
<br /> ' BO1 CHORD 21c4 SPF No 2 COT CHORD .R.1rd nt.krirl rarnr.Ui apt,ad or 0,0.11 nO(radn8.
<br /> OTHERS 2x4 SPF Stud p.1.Yuk ruecmnwnds shut Stela:gals Lind iminimai Ci0 biasing uv
<br /> REACTIONS All liea`rnps 2240, installed during truss erection,in 0ia3r011000'dh 51a0cxur
<br /> (Ib)-Max Horiz 1=132(LC 111 - Installation crude.
<br /> Max Uplift Ail uplif 100 Libya?5155.a1)0inl(s)1.12,18-14.15.18,19.20,
<br /> 21
<br /> Max Cray -Al reactions 250,lb)or less al 1oinl(s)1.`11,13,...t0.;20 except
<br /> . f12=305(LC 34).14=295{LC 21).15.310(LC 21)"18-3(0(1C
<br /> 20).19-295(LC 20).21'305(LC 331
<br /> FORCES (ta)•Max Camp Max Ten-•All forces 250(ibl Or less except when shd5.n.
<br /> WEBS E-18=-27?rb'0.7-15=-271;05
<br /> NOYES
<br /> 1) unbalanced'rnaf live loads have bean-considered for this design.__,, ..
<br /> 2) Wind"ASCL 7.113:Vult=115m111(3-t.4uund gust,'Va3d-9lmplr-1 GDL-s 2vsl,t3COL 6.0puf;-It=25i),Cat II:Exp 6;Eliclused;MITERS(oiruaiSpe)extends Lorin and(.. .,1
<br /> Extorier(2E)0.0-0 to 3-0-0.Interior(1)3-0-0 to 8.0-0.Extoriur(2R)0.0-0 to 14-0.0,Interior(1)14.0.0 to 16-O-0,Exturior(2E)10.0.0 to 22-0-0[ono;canlduver loll and right
<br /> evi,m..see;orlv?gVuA(rzttawi tishtex0ased eC for Osorobes and forme.011,1WFRS for reactions sheyirc Lumbar DOL=1.60 plate ir..q OOLo1,60 „
<br /> 3) Truss designed for wind loads in tide Plane of the Iruss f nly.`For seeds exposed is wind(normal to Inn Nice),see Standard Industry Gable End Detail;ns of:plleanle,Cr consul:
<br /> quatarerl 1lurlrlinil nesianerittr pet ANSUTP11.
<br /> 4) TCLL:ASCE 7-16;Pr=30 0 pal(roof Li;Lurn DOL=1 15 Plnne DOL=1 15):Pg=400 pof;Ps=27 7 prf(Lem 00L1 15 Pinto-DOL=1 15);Is=1.0:Rough Cat B:Fully Exp.:
<br /> Cs-O 9:Ca-1.00;Cl'1.19
<br /> 5) Roof design snow load has bent)reduced loam-Alum ler slope.
<br /> 0) Unbalanced snu-o Wads have boast COriSdurud fur tld3 design
<br /> 7) NI plates are l 5x4MT20 unless otherwise Indicated:
<br /> U) Goble inquires conlinuyus 6uttoni more*mating'
<br /> 9) CdCia slugs spaced at 2•13-3 no
<br /> 10) TINS tiiuds lips boon dustailed fora 10.0 psf bollont eiwrd lea Wen nuneur.0dr to]rl w;Ui"raw U0101 liv*1040S, .. ,
<br /> 1I) 'TONS Voss has Seen designed fora live gad of 20 Opal an the bottom chord hall areas where n reetangla 3-08-00 tall by 2-00-00 wire will fit between the bottom chord and
<br /> note o1.er members.
<br /> 12) Provide lnnchnnical arnfioclan(by othersl of Miss to bailring pule capable of wilhstarxliri5 103 ih uplift nl Joint(s)1,18,10,20.21.15 18.13.12,
<br /> 13) This truss Is Unsigned in nccurduneu with Ulu 2018.Irnlarnalionul ResiUeriaill Code sections 11502.11 1 tine R1102 10.2 grip turrrroncud standard ANS1r1 PI 1.
<br /> LOAD CASES( Sttndnrii
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