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Job Truss - ype Qty Ply <br /> i SB703587 T1 GABLE 1 <br /> 1 1 I <br /> Truss Co,Sumner,WA Job Reference(optional) <br /> 8.020 s Aug 1 2016 MiTek Industries.Inc. Fri Mar 24 15:37:14 2017 Page 1 <br /> i 2-0 0 <br /> I D:AYpvQcbTP?tvE7M610Qj_gzXf0Q-27dizQGzSvo6La3h0RvcjHJ3iFiPZOWWdHDoy0zXf7Z <br /> 2-0-0 10-0-0 0 10-0-0 <br /> 20-0.0 22-0-0 <br /> 10 0 0 2-0-0 I <br /> Scale=1:38.5 <br /> 4x4= <br /> 6 <br /> 4.00 12 8 r 7 <br /> v 19 4 8 20 <br /> 3 ST4 9 <br /> a <br /> STS ST3 - <br /> ST2 $T2 <br /> ST1 <br /> ' ,n 2 ST1 <br /> - - 10 <br /> 3x4= 18 17 16 15 14 13 12 3x4= <br /> 20-0-0 <br /> 20-0-0 <br /> LOAL DING(psf) <br /> SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP <br /> (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.26 Vert(LL) 0.01 11 n/r 120 MT20 185/148 <br /> TCDL 8.0 Lumber DOL 1.15 BC 0.12 Vert(CT) 0.01 11 n/r 90 <br /> BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 10 n/a n/a <br /> BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Weight:69 lb FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. <br /> BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> OTHERS 2x4 HF Stud MiTek recommends that Stabilizers and required cross bracing <br /> be installed during truss erection,in accordance with Stabilizer <br /> Installation guide. 1 <br /> REACTIONS. All bearings 20-0-0. <br /> (Ib)- Max Horz2=-48(LC 11) <br /> Max Uplift All uplift 100 lb or less at joint(s)2,10,16,17,18,14.13.12 <br /> Max Gray All reactions 250 lb or less at joint(s)15,16,17,14,13 except 2=308(LC 1),10=308(LC 1), <br /> 18=255(LC 17),12=255(LC 18) <br /> FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> NOTES- (13) <br /> 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed; <br /> MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate <br /> grip DOL=1.60 <br /> 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry <br /> Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. <br /> 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 <br /> 4)Unbalanced snow loads have been considered for this design. <br /> 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs <br /> non-concurrent with other live loads. <br /> 6)All plates are 1.5x4 MT20 unless otherwise indicated. <br /> 7)Gable requires continuous bottom chord bearing. <br /> 8)Gable studs spaced at 2-0-0 oc. <br /> 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 10)*This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide <br /> will fit between the bottom chord and any other members. <br /> 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10,16,17,18, <br /> 14,13,12. <br /> 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and <br /> referenced standard ANSI/TPI 1. <br /> 13)All dimensions given in feet-inches-sixteenths(FFIISS)format. <br /> LOAD CASE(S) Standard <br /> CO <br />