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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER AV2 Valley 1 1 <br /> Job Reference(optional) <br /> Littfin Truss Company,Winsted,MN,Jim Boruff 7.630 s Jul 9 2015 MiTek Industries,Inc. Thu Dec 03 08:46:32 2015 Page 1 <br /> ID:hi_UYLsW9c273?ofbEtL7OyCz2x-KHxKmFKTWBTW Iejlf9Kmp3fEgtlUAN W8yGfy7CyCjgr <br /> 0-0-0 10-0-11 12-1-11 <br /> 4x4= Scale=1:25.2 <br /> 3 <br /> 4.001-1 93 1.45x4 <br /> rte' T2 <br /> 1.5x4 II 9 <br /> 2 <br /> 8 W, r` ;7- <br /> ST STN N <br /> 1 EB1 <br /> ♦�����������♦V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V 1 <br /> 3x4% 7 6 5 <br /> 0-0-0 1.5x4 II 1.5x4 II 10x1111 <br /> 12-1-11 <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP <br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) n/a - n/a 999 MT20 197/144 <br /> (Roof Snow=35.0) Lumber DOL 1.15 BC 0.18 Vert(TL) n/a - n/a 999 <br /> TCDL 10.0 Rep Stress lncr YES WB 0.16 Horz(TL) -0.00 5 n/a n/a <br /> BCLL 0.0 Code MNSRC2015/TP12007 <br /> BCDL 10.0 (Matrix) Weight:37 lb FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. <br /> BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 2x3 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss <br /> OTHERS 2x3 SPF Stud erection,in accordance with Stabilizer Installation guide. <br /> REACTIONS. All bearings 12-1-11. <br /> (Ib)- Max Horz1=71(LC 11) <br /> Max Uplift All uplift 100 lb or less at joint(s)5,7 <br /> Max Gray All reactions 250 lb or less at joint(s)1,5 except 6=281(LC 1),7=624(LC 1) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> WEBS 2-7=-496/113 <br /> NOTES- (8-10) <br /> 1)Wind:ASCE 7-10;Vult=114mph(3-second gust)V(IRC2012)=90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=23ft;Cat.II;Exp B;enclosed;MWFRS(envelope)automatic zone and C-C <br /> Exterior(2)0-10-13 to 3-10-13,Interior(1)3-10-13 to 10-0-11,Exterior(2)10-0-11 to 12-0-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and <br /> forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 <br /> 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 <br /> 3)This truss has been checked for uniform snow load only,except as noted. <br /> 4)Gable requires continuous bottom chord bearing. <br /> 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,7. <br /> 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <br /> 8)This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture,and moisture of lumber not to exceed 19 percent <br /> 9)It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1,Section 2. <br /> 10)For Piggyback conditions,see Piggyback truss connection detail for base to cap truss connections. <br /> LOAD CASE(S) Standard OTTEFp� <br />