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' Job Truss Truss Ty pe Qty Ply 226 80TH
<br /> &.23-0-1233-A AS Attic -9 ' 1
<br /> Job Reference(optional) ..
<br /> Roof Truss Supply,Inc.,Woodinville,WA,user Run:8.71 S Oct 4 2023 Print:8.710 S Oct 4 2023 MiTek Industries,Inc.Fri Dec 08 06:47:10 Page:1
<br /> ID:QH4?cx1XD6BPV2KIcs1131myB4rF-snOfo?j00002uoQrXG64dxp84dmng12DiyuuSAyB4MG
<br /> 5-6-5
<br /> 10-5-4 I 14-2-8
<br /> 18-7-0
<br /> 8-11-8
<br /> 22-8-12
<br /> 6-9-11
<br /> I 5-6-5 I 41 5 I 3-9-4 I 2-4-8 112.4-8 1 3-9-4 I 4-0-15 I 31-2-124-5-1 ` 4-11-4 1-2-0 2-0-0
<br /> I 12-0-0 I
<br /> 5x6
<br /> 5
<br /> 3x8 3x8
<br /> �9 3x4 21 4 i 6 22
<br /> 3x8
<br /> 4,9812 203 18 7
<br /> 1.5x4 - 7x8
<br /> �Q 7x8 -2 N 8
<br /> 19 W6 W5 3x4
<br /> 15x6 ` /�9
<br /> rT "'0 N11 23 10
<br /> 21 16 15 -
<br /> 14 13 12
<br /> 4x6 5x10 MT20IHS 8x14 MT2OHS 8x14 4x6 3x4 5x6
<br /> I5-4-9
<br /> 9 I 10-7
<br /> 2-7 { 22-7-0
<br /> 12-0-0 I 24-4-77 I 34&5 I 3 -46- ...I.
<br /> Scale=1:67.6
<br /> Plate Offsets(X,Y):[2:0-4-0,0-3-4],[8:0-4-0,0-3-4),[14:0-7-0,Edge],[15:0-7-0,Edge),[16:0-3-8,0-2-8)
<br /> Loading (psf) Spacing 2-0-0 CSI DEFL in (Ioc) Vdell L/d PLATES GRIP
<br /> TCU-L 25.0 Plate Drip Da 1.15 'rC 0.83; Vert(LL) -0.61 14 >708 38U. MT20 185/148
<br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0,71 Vert(CT) -1.00 14-15 >431 240 MT2OHS 139/111
<br /> TCDL 10.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.07 10 n/a n/a
<br /> BCLL 0.0* Code IRC20181TPI2014: Matrix$ ., Wind(LL) 0.15 13-.14 _>999 240
<br /> BCDL 10.0 Weight:219 lb FT=20%
<br /> LUMBER 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate
<br /> TOP CHORD 2)6 DF 2400F 2.0E*Except*T1,T4:2x4 HF DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;
<br /> No.2 Cs=1.00;Ct=1.00
<br /> BOT CHORD 2x6 DF 2400F 2.0E*Except*B2:2x10 DF SS 3) Unbalanced snow loads have been considered for this
<br /> WEBS 2x4 HF No.2 design.
<br /> BRACING 4) This truss has been designed for greater of min roof live
<br /> wood sheathing directly applied or load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on
<br /> TOP CHORD Structural
<br /> 2=4-6 ins, except end verticals: overhangs non-concurrent with other live loads.
<br /> 5) Ali
<br /> BOT CHORD Rigid ceiling directly applied or 10-0-0 oc plates are MT20 plates unless otherwise indicated.
<br /> racing. 6) This truss has been designed for a 10.0 psf bottom
<br /> bracing. t 18chord live load nonconcurrent with any other live loads.
<br /> JOINTS Brace at Js.
<br /> f )
<br /> 7) This truss has been designed for a live load of 20.0psf
<br /> MiTek recommends that Stabilizers and
<br /> on the bottom chord in all areas where a rectangle
<br /> required cross bracing be installed during 3-06-00 tall by 2-00-00 wide will fit between the bottom
<br /> truss erection.in accordance with Stabilizer chord and anyothermembers.
<br /> -Installation guide. 8) Ceiling dead load(10.0 psf)on member(s).3-4,6-7,
<br /> REACTIONS(lb/size) 10=1940/0-5-8,(min.0 2-0), 4-18'6-18
<br /> 17=180410-5.8,(min.0-1-15) s) Bottom chord live load(40.0 psf)and additional bottom
<br /> Max Horiz 17-118(0C fit) chord dead load(5.0psi)applied A tt}-.10 rift3tb:1:4-15
<br /> 10)This truss is designed in accordance with the 2018
<br /> Max Grav le-2037(lam 24),17=1978(LC 25) International Residential Code sections R502.11.1 and
<br /> FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 R802.10.2 and referenced standardANSI/TPI 1.
<br /> (lb)or less except when shown. 11)Attic room checked for L/360 deflection.
<br /> TOP CHORD 1-19=2987/0,2-19=2883/0,2-20=3361/0, LOAD CASE(S) Standard
<br /> 3-20=-3265/0,3-21=2968/0,4-21=2879/0,
<br /> 4-5=0R44,5-6=0/778,6-22=-2837/0,
<br /> 7-22=2926/0,7-8=3422/0,8-9=4096/0,
<br /> 9-23=-4208/0,10-23=-4268/0,1-17=1850/0
<br /> BOT CHORD 15-16=0/2823,14-15=0/2997.13-14=0/3751,
<br /> 12-13 0/3871;10-1220/3871
<br /> WEBS 7-14=0/1150,3-15=0/837,4-18=-3873/0,
<br /> 8-18=-3873/0,5-18=0/302,1-18=0/2646,
<br /> 8-14=-1304/38,8-13=-3/542,2-15=-144/531,
<br /> 2-16=-876/0
<br /> NOTES
<br /> 1) Wind:ASCE 7-16;Vult=llomph(3-second gust)
<br /> Vasd=87mph;TCDL=5.5psf;BCDL=4.0psf;h=25ft;
<br /> 8=45ft;L=36f1;eave=5ft;Cat II;Exp B;Enclosed:
<br /> MWFRS(directional)and C-C Exterior(2E)3-1-12 to
<br /> 6-9-2,interior{1)6-9.2 to 19-7-0,Extertor(2R)19-7-0 to
<br /> 23-2-6,interior(1)23-2-6 to 41-2-0 zone;'cantilever left
<br /> and right exposed;end vertical left and right exposed;C-
<br /> C for members and forces&MWFRS for reactions
<br /> shown;Lumber DOL=1.60 plate grip DOL=1.60
<br />
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