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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER D Common 17 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 08:46:42 2015 Page 1 <br /> I D:hi_UYLsW 9c273?ofbEtL7OyCz2x-2CY6sfSkAG k5VATD EGV6DA3yoveXWsndF p4U U dyCjq h <br /> -1-4-8 0-0-0 5-0-12 10-1-8 15-2-4 20-3-0 21-7-8 <br /> 5x4= Scale=1:52.8 <br /> 4 <br /> 1\lt. <br /> 8.00 PIT 18 19 <br /> 1.5x4 \\ 1.5x4 <br /> 3 5 <br /> 17 20 <br /> 2 12 15 <br /> r�1 w iod 16 7 <br /> 13 10 9 8 4x6 II 16 1- o <br /> 11 3x4= 3x6= 3x4= <br /> 0-0-0 6-9-0 13-6-0 20-3-0 <br /> 1-4}xi6 I I 20-3-0 11-4-8 <br /> Plate Offsets(X,V)-- [2:0-2-8,0-0-8],[6:0-2-8,0-0-8] <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP <br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.07 8-10 >999 240 MT20 197/144 <br /> (Roof Snow=35.0) Lumber DOL 1.15 BC 0.46 Vert(TL) -0.15 8-10 >999 180 <br /> TCDL 10.0 Rep Stress!nor YES WB 0.30 Horz(TL) 0.04 6 n/a n/a <br /> BCLL 0.0 Code MNSRC2015/TPI2007 (Matrix-M) Weight:84 lb FT=20% <br /> BCDL 10.0 <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 4-9-0 oc purlins. <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 /> WEDGE erection,in accordance with Stabilizer Installation guide. <br /> Left:2x4 DF or SPF Std or Stud,Right:2x4 DF or SPF Std or Stud <br /> REACTIONS. (lb/size) 2=1238/0-5-8 (min.0-1-8),6=1238/0-5-8 (min.0-1-8) <br /> Max Horz2=146(LC 11) <br /> Max Uplift2=-29(LC 12),6=-29(LC 13) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. <br /> TOP CHORD 2-12=-426/0,12-17=-1521/13,3-17=-1316/39,3-18=-1344/69,4-18=-1212/89,4-19=-1212/89,5-19=-1344/69,5-20=-1316/39, <br /> 15-20=-1521/13,6-15=-426/0 <br /> BOT CHORD 11-13=-71/385,10-13=-42/1167,9-10=0/794,8-9=0/794,8-16=0/1167,14-16=0/347 <br /> WEBS 4-8=-55/498,5-8=-365/141,4-10=-55/498,3-10=-365/141,2-11=-695/37,12-13=-254/115,11-12=-688/13,2-13=0/548, <br /> 6-14=-695/36,15-16=-254/108,14-15=-688/14,6-16=0/548 <br /> NOTES- (8-10) <br /> 1)Wind:ASCE 7-10;Vult=114mph(3-second gust)V(IRC2012)=90mph;TCDL=6.0psf;BCDL=6.0psf;h=23ft;Cat.II;Exp B;enclosed;MWFRS(envelope)automatic zone and C-C <br /> Exterior(2)-1-4-8 to 1-7-8,Interior(1)1-7-8 to 10-1-8,Exterior(2)10-1-8 to 13-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& <br /> 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)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. <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)2,6. <br /> 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <br /> Continued on page 2 <br />