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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen <br /> MASTER AV1 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 08:46:31 2015 Page 1 <br /> ID:hi_UYLsW9c273?ofbEtL7OyCz2x-55NyZvJduLfgU855SpXGs65VU_ERwS?jcwPblyCjgs <br /> 0-0-0 13-0-11 15-1-11 <br /> 4x4= Scale=1:32.4 <br /> 4 1.5x4 II <br /> m <br /> 4.00 12 T <br /> 1.5x4 II 11 r <br /> 3 5 <br /> w <br /> oC <br /> 1.5x4 I I <br /> ST3 v <br /> 2 W 1 r; r; <br /> 10 S T2 M co <br /> og <br /> "T1 <br /> 1 <br /> 0 w B1 ona . <br /> 3x4 9 8 7 6 <br /> 1.5x4 I I 1.5x4 I I 1.5x4 I I 1.5x4 I I <br /> 0-0-0 15-1-11 <br /> 15-1-11 <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP <br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) n/a - n/a 999 MT20 197/144 <br /> (Roof Snow=35.0) Lumber DOL 1.15 BC 0.12 Vert(TL) n/a - n/a 999 <br /> TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) -0.00 6 n/a n/a <br /> BCLL 0.0 Code MNSRC2015ITPI2007 (Matrix) Weight:49 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 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 15-1-11. <br /> (Ib)- Max Horz 1=104(LC 11) <br /> Max Uplift All uplift 100 lb or less at joint(s)6,7,8,9 <br /> Max Gray All reactions 250 lb or less at joint(s)1,6 except 7=342(LC 1),8=451(LC 1),9=504(LC 1) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. <br /> WEBS 4-7=-272/87,3-8=-375/89,2-9=-400/91 <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)0-10-13 to 3-10-13,Interior(1)3-10-13 to 13-0-11,Exterior(2)13-0-11 to 15-0-7 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)6,7,8,9. <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 OTT[Fp J` <br />