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Job Truss 'Truss Type Qty 'Ply Roof <br /> 303242-A B2 Common Supported Gable 1 1 <br /> I 1 Job Reference(optional) <br /> Villaume Industries,St Paul,MN 8.210 s Feb 23 2018 MiTek Industries,Inc. Fri Mar 2 12:28:15 2018 Page 1 <br /> ID:Io6a4Qa83DcJ8nNgnjh2gAzezEy-bSHW1hENv?uX7mFB6ZMeKLkP9soJ3KhrXv29udzeyss <br /> -1-5-8 5-8-12 11-5-8 12-11-0 <br /> 1-5-8 5-8-12 f 5-8-12 1 1-5-8 <br /> 4x4= Scale=1:26.4 <br /> 6 <br /> 4.95112 5 7 <br /> Id <br /> 4 r y 8 <br /> 3 Pet .91 9 <br /> 2x4 II r, T4 114141 <br /> 2 S 10 <br /> • <br /> I T� ;i 11 9Q <br /> 20 19 18 17 16 15 14 13 12 <br /> 2x4 11 2x4 I I <br /> 11-5-8 <br /> 11-5-8 <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Lid PLATES GRIP <br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.02 11 n/r 120 MT20 197/144 <br /> TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.02 11 n/r 120 <br /> BCLL 0.0 * Rep Stress Ina YES WB 0.05 Horz(TL) -0.00 12 n/a n/a <br /> BCDL 10.0 Code MNSRC2015/TP12007 Matrix-R Weight 42 lb FT=20% <br /> LUMBER- <br /> TOP CHORD 2x4 SPF No.2 2)Wind:ASCE 7-10;Vult=115mph(3-second gust) <br /> BOT CHORD 2x4 SPF No.2 V(IRC2012)=91mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp <br /> WEBS 2x3 SPF Stud <br /> OTHERS 2x3 SPF Stud B;enclosed;MWFRS(envelope)gable end zone;cantilever left and <br /> right exposed;end vertical left and right exposed;Lumber DOL=1.60 <br /> BRACING-CHORD plate grip DOL=1.60 <br /> TOP <br /> Structural wood sheathing directly applied or 6-0-0 oc purlins, except 3) Truss designed for wind loads in the plane of the truss only. For <br /> nd verticals. studs exposed to wind(normal to the face),see Standard Industry <br /> eBOT CHORD Gable End Details as applicable,or consult qualified building designer <br /> Rigid ceiling directly applied or 6-0-0 oc bracing. as per ANSI/TPI 1. <br /> MiTek recommends that Stabilizers and required cross bracingbe 5)All Gablepltrees areis continuous MT20 unless otherwise indicated. <br /> e9 5) requires bottom chord bearing. <br /> installed during truss erection,in accordance with Stabilizer ' 6)Truss to be fully sheathed from one face or securely braced against <br /> Installation guide. 1 lateral movement(i.e.diagonal web). <br /> 7)Gable studs spaced at 1-4-0 oc. <br /> REACTIONS. All bearings 11-5-8. 8)This truss has been designed for a 10.0 psf bottom chord live load <br /> (Ib)-Max Horz nonconcurrent with any other live loads. <br /> 20=-20(LC 9) 9)'This truss has been designed for a live load of 20.0psf on the <br /> Max Uplift bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide <br /> All uplift 100 lb or less at joint(s)20, 12, 17, will fit between the bottom chord and any other members. <br /> 18, 19,15,14,13 10)Provide mechanical connection(by others)of truss to bearing <br /> Max Gray plate capable of withstanding 100 lb uplift at joint(s)20,12,17,18,19, <br /> All reactions 250 lb or less at joint(s)16,17, 15, 14, 13. <br /> 18,19,15,14,13 except 20=263(LC 19), <br /> 12=263(LC 20) <br /> LOAD CASE(S) <br /> FORCES. (Ib) Standard <br /> Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. <br /> , NOTES- <br /> , 1)Unbalanced roof live loads have been considered for this design. <br />