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Job Truss Truss Type � qry Ply GORDON HMS.q13�093203 410 DC <br /> 410 A2 RoofSpecial �p � <br /> — -��� Job Fieference(ootion�_ <br /> BMC,EVERETT,WA 98205-321? 7A20 s May 10 2013 MiTek Indus�ries,Inc. Wed Sep 25 11:19:09 2013 Page 1 <br /> IDswpzeA58EreISOsPi2�0uiyaMdF-9i51tfYn2ATH_BhtGEj1 MpE?dOGaOIIsJzaypQya4N <br /> 4-6-0 9-0-0 <br /> ' 4-6-0 4-6-0 � <br /> � 4x6 I I Scale=1:46. <br /> A <br /> i <br /> , 8.0o t2_ <br /> ' �xa� <br /> 6 <br /> i 1 <br /> , 3x4 II <br /> i C <br /> 2 <br /> � <br /> v <br /> 1 B1 <br /> F G <br /> E D <br /> 4x6= 4x6= <br /> 9-0-0 <br /> 9-0-0 <br /> LOADING(psf) SPACING 1-4-0 CSI <br /> TCLL 145.0 DEFL in poc) I/defl Ud PLATES GRIP <br /> (Roof Snow=145.0) Plates Increase 1.00 TC 0.38 Vert(LL) -0.10 D-E >999 240 MT20 185/148 <br /> TCDL 7.p Lumber Increase 1.00 SC 0.41 Vert(TL) -0.24 D-E >435 180 <br /> BCLL 0.0 ' Rep Stress Incr YES W� OB3 Horz(TL) 0.07 D ��/a n/a <br /> BCDL 10.0 Code 16C2012lTPI2007 (Matrix) I Weight:71 Ib FT=10% <br /> LUMBER BRACING <br /> TOP CHORD 2x8 DF SS TOP CHORD Slructural wood shealhing directly applied or 6-0-0 oc purlins, except end verticals. <br /> BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 2x4 HF No2 WEBS 1 Row at midp[ A-E <br /> MiTek recommends that Stabdizers and required cross bracing be installed during <br /> lruss erec[ion,in ar.cordance with Stabilizer Installation uide._� <br /> REACTIONS Qb/size) E=936/Mechanical,D=945/0-5-8 (min.0-i-9) —� <br /> Max Horz E=-211(LC 6) <br /> Max Upli�tE=-109(LC 6),D=-10(LC 71) <br /> FORCES (Ib)-Maximum Compression/Maximum Tension <br /> TOP CHORD A-E=-37Z39,A-8=-311/146,B-C=-272/214,C-D=-384/78 <br /> BOT CHORD EF--47/412,F-G=-47/412,D-G=-47/412 <br /> WEBS B-E=-648/129,&D—614/96 <br /> NOTES <br /> 1)Wind:ASCE 7-10;Vul[=1 tOmph(3-second gust)Vasd=67mph;TCDL=42psf;BCDL=6.Opsl;h=251t;CaL II;Exp C;enclosed;MWFRS(envelope)gable end zone <br /> and GC Interior(1)zone;cantilever le([and right exposed;end vertical lelt and right exposed;C-C for members and forces&MWFRS lor reactions shown; <br /> Lumber DOL=1.33 plate grip DOL=1.33 <br /> 2)TCLL:ASCE 7-70;Pf=145.0 psf(Oat roof snow);Catec�ory II;Exp C;Partially Exp.;C1=1.1 <br /> 3)As requested,plates have not been desic�ned to provide for placement tolerances or rough handling and erection conditions. It is Ihe responsibility of the <br /> labricator to increase plate sizes�o account(or Ihese fac[ors. <br /> 4)This lruss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 5)'This truss has been designed for a live load of 20.Opsf on the boltom chord in all areas where a rectangle 3-6-0[all by 2-0-0 wide will fit behveen the bottom <br /> chord and any other members,with BCDL=10.Opsf. <br /> 6)Refer to girder(s)for Vuss to truss connections. <br /> 7)Provide mechanical connection(by others)of truss to bearing plate capable of wdhstanding 109 Ib uplitt at joint E and 10 Ib uplif[at joint D. <br /> 8)This truss is designed in accordance with the 2012 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. <br /> LOAD CASE(S) Standard <br />