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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER C Monopitch 10 1 <br /> Job Reference(optional) <br /> Littfln Truss Company,Winsted,MN,Jim Boruff 7.630 s Jul 9 2015 MiTek Industries,Inc. Thu Dec 03 08:46:39 2015 Page 1 <br /> I D:hi_U YLsW9c273?otbEtL7OyCz2x-des_EeQ stLM WejleZ7yPbYRQsieeJZjAZrsgtlyCjgk <br /> -1-4-8 0-0-0 5-5-8 <br /> 1.5x4 II Scale=1:32.4 <br /> 3 <br /> m m <br /> M <br /> cn v"VhatA 1 �' Io 4 <br /> 5 7 <br /> 3x5 I I 1.5x4 I I <br /> 0-0-0 5-5-8 <br /> 1-4-8 5-5-8 <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 0.51 Vert(LL) -0.05 4-7 >999 240 MT20 197/144 <br /> (Roof Snow=35.0) Lumber DOL 1.15 BC 0.34 Vert(TL) -0.11 4-7 >602 180 <br /> TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 n/a n/a <br /> BCLL 0.0 Code MNSRC2015/TP12007 (Matrix-M) Weight:24 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 5-5-8 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 2x4 DF Std or 2x4 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 <br /> REACTIONS. (lb/size) 2=432/0-5-8 (min.0-1-8),4=276/0-1-8 (min.0-1-8) <br /> Max Horz 2=121(LC 11) <br /> Max Uplift2=-16(LC 12),4=-33(LC 12) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> WEBS 6-7=-284/177 <br /> NOTES- (10-12) <br /> 1)Wind:ASCE 7-10;Vult=114mph(3-second gust)V(IRC2012)=9omph;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 5-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; <br /> 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)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. <br /> 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. <br /> 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. <br /> 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <br /> 10)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 /> 11)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. ����- I <br /> 12)For Piggyback conditions,see Piggyback truss connection detail for base to cap truss connections. _El N. <br /> LOAD CASE(S) Standard <br />