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-' Job • Truss Truss Type Qty Ply 226 80TH
<br /> $- 3-01233-A AS Scissor 7 1 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 Mfrek Industries,Inc.Fri Dec 08 06:47:08 Page:'I
<br /> ID:9JiUv68wNgLeRJYou3i6dry84ue-0bgHbfimS4uBHesfzYbr4f'H1ZDQ2xZ73UI8LvkyB4MH
<br /> I
<br /> 41-2-01
<br /> 2-0-0 I 7-1-8 I 6-2-12 I 6-2-12 I 19-7-0 6-2-12 6-2-12 I 7-1-8 39-2-0 12-0-0 I
<br /> 5x6
<br /> a
<br /> 3x4 27 ` 28 3x4
<br /> 4.981' 265 X [xi= !II I I3 I I I MI I I...1.'',"r t'1...,....,I,Wia 29
<br /> 3x4 40 a "n""+' .®,.,/�" . .Q 3ax8 3x4
<br /> 3* �' ..' -15 igry 9
<br /> 25 N 17 16 M18AHS 7x18 14 13 1 30 0
<br /> 2 �18 14.
<br /> 2.51 axs M18AHs sxta 12 10
<br /> a M18AHS Sx14 4x6 �.
<br /> 0.0000:
<br /> 1.5x4 —
<br /> s:\11
<br /> J3x12 13-44 3x12
<br /> o'�8 6 8-0 I 6-2-12 I 6-27 2 I 6-2-12 I 6-2-12 I 6-8-08 3 I8
<br /> Scale=1:75.4
<br /> Plate Offsets(X,Y):[2:0-0-13,0-0-1],[10:0-0-13,0-0-11,[15:0-9-04-3-3]
<br /> Loading (psf) Spacing 2-0-0 CSI DEFL in (too) Udell L/d PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.79 15 >592 360 MT20 220/195
<br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -1.45 13-15 >325 240 M18AHS 169/162
<br /> TCDL 10.0 -Rep Stress Incr YES WB 0.89 Horz(CT) 0.87 10 n/a n/a
<br /> BCLL 0:0', Code IRC2C 18!TPI2014 Matrix-AS , Wind(LL) 0.31 .15 >999 240
<br /> BCDL 10.0 Weight:162 lb FT=20%
<br /> LUMBER 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate
<br /> TOP CHORD 2x4 DF No.1&8tr DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;
<br /> BOT CHORD 2x4 DF No.1&Btr*Except*B1:2x4 DF 2400F Cs=1.00;Ct=1.00
<br /> 2.0E 3) Unbalanced snow loads have been considered for this
<br /> WEBS 2x4 HF No.2*Except•W4:2x4 DF No.1&Btr design.
<br /> 4) This truss has been designed for greater of min roof live
<br /> BRACING TOP CHORD wood sheathing directly applied. load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on
<br /> TOP CHORD _Structuralt eliasfdtrechetly sheathing
<br /> Ned. overhangs non-concurrent with other live loads.
<br /> 5) All plates are MT20 plates unless otherwise indicated.
<br /> MiTek recommends that Stabilizers and 6) This truss has been designed fora 10.0 psf bottom
<br /> required cross bracing be installed during chord live load nonconcurrent with any other live loads.
<br /> truss erection,in accordance with Stabilizer 7) •This truss has been designed fora live load of 20.0psf
<br /> Installation guide. on the bottom chord in all areas where a rectangle
<br /> REACTIONS(lb/size) 2=1903/0 5 8,(min.0-1-13), 3-06-00 tail by 2 00-00 wide will fd between the bottom
<br /> 1=1903/0-5-8,((min.-1-0-1-3), chord and any other members.
<br /> Max Horiz 120 104 12) 8) Bearing at joint(s)2,10 considers parallel to grain value
<br /> Max Uplift 2=-10 (LC i4).1U=-73(LC 14) using ANSI/TPI 1 angle to grain formula. Building
<br /> designer should verify capacity of bearing surface.
<br /> FORCES (Ib)-Max,Comp./Max.Ten.-All forces 250 9).,Provide mechanical connection(by others)of truss Yo
<br /> (ib)or less except when shown. bearing plate capable of withstanding 73 lb uplift at joint
<br /> TOP CHORD 2 25=6939/130,3-25=-68361153, 2 and 73 lb uplift at joint 10.
<br /> 3-4=-5965/119,4-26=-5911/141, 10)This truss is designed In accordance with the 2018
<br /> 5-26-5814/143,5-27=4583/100, international Residential Code sections R502.11.1 and
<br /> 6-27=-4495/123,6-28=-4495/114, R802.10.2 and referenced standardANSI/fPl 1.
<br /> 7-28=4583/97,7-29-5814/154, 11)This truss design requires that a minimum of 7/16"
<br /> 8-29=5911/152,8-9-5965/130, structural wood sheathing be applied directly to the top
<br /> 9 30---6836/163,10-30=-6939/140 chord and 1/T"gypsum aheetrock be applied xliirectly to
<br /> BOT CHORD 2-18=77/6451,17-18=77/6470, the bottom chord.
<br /> 16-17=14/5576,15-16=-8/5593, LOAD CASE(S) Standard
<br /> 14-1 =-30f5593,43-14=-35/5578,
<br /> 1213=97/6470,10-12=-97/6451
<br /> WEBS 6-15=-1/3036,7-15=-1600/99,
<br /> 5-15-1600/99,3-17=-856/62,5-17=0/440,
<br /> 7-13=0/440,9-13=-856/61
<br /> NOTES
<br /> 1) WInd:ASCE 7-16;Vuit=110mph(3-second gust)
<br /> Vasd=87mph;TCDL=.5.5psf;ECOL=4Apsf;h=25ft;
<br /> B=45ft;L=39ft;eave=5ft;Cat II;Exp B;Enclosed;
<br /> MWFRS(directional)and C-C Exterior(2E)-2-0-0 to
<br /> 1-11-0;Interior(1)1-11-0 to 19-7-0,Exterior(2R)19-7-0
<br /> to 23-6-0,interior(1)23-6-0 to 41-2-0 zone;cantilever
<br /> left and right exposed;end vertical left and right
<br /> exposed;C-C for members and forces&MWFRS for
<br /> reactions shown;Lumber DOL=1.60 plate grip
<br /> DOL=1.60
<br />
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