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Job Truss Truss Type Qty Ply GORDON HMS.N13-093203 410 DC
<br /> 410 A1 IGABLE 1 1 I
<br /> � Job Reference(optionaq �
<br /> BMC,EVERETT,WA 98205-3212 7A20 s May�10 2013 MiTek Indushies,Inc. Wed Sep 25 1 7:19:08 2013 Page 1
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<br /> i __ 13-0-0 __ 14-0-q
<br /> 13-0-0 1 0 0
<br /> Scale=1:45.4
<br /> A
<br /> , 4 II
<br /> B
<br /> C
<br /> I D
<br /> E 8.00 72
<br /> F
<br /> _ T� G
<br /> 71
<br /> 7 H
<br /> T
<br /> T I
<br /> T
<br /> i T �
<br /> .T
<br /> T i9 K
<br /> �. - �� .__ � _ L ,o
<br /> �� V U T S R Q P O N M 3x6=
<br /> 3x4=
<br /> I � 13 0-G I
<br /> ' 13-0-0
<br /> Ptate Offsets{X Y): fK:0-3-9 0-1-8�
<br /> LOADING(psf) SPACING 1-4-0 CSI DEF� in (loc) I/defl Ud PLATES GRIP
<br /> TCLL �45.0 Platesincrease 1.00 TC 0.28 VertlLLj 0.00 IC Nr 180 � MT20 185/148
<br /> (Roof Snow=145.0) �' Lumber Increase 1.00 BC 023 Vert(TL) 0.00 K ntr 180
<br /> TCDL 7.0 �{ep Stress Incr YES WB 0.26 Horz(TL) 0.00 K Na Na
<br /> BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Weight:1181b FT=10%
<br /> BCDL 10.0 �--_..__, ___--_ -
<br /> LUMBER BRACING
<br /> TOP CNORD 2x8 DF SS TOP CHORD StrucWral wood sheathing directly applied or 6-0-0 oc pudins, except end verticals.
<br /> BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10�0-0 oc bracing, Except
<br /> WEBS 2x4 HF No2 6-0-0 oc bracing:K-M.
<br /> OTHERS 2a4 HF Na2 WEBS i Row at midpt A-V
<br /> MiTek recommcnds tha[Stabilizers and required cross bracing be installed during
<br /> truss erection in accordance with Stabilizer Installation quide. �
<br /> REACTIONS (Ib/size) V=110/13-0-0 (min.0-4-14),K=419/13-0-0 (min.0-4-14),M=212/13-0-0 Qnin.0-4-14),N=291/13-0-0(min.0-4-14),0=288i13-0-0 (min.0-4-74),P=287/13-0-0 (min.0-4-14),
<br /> Q=287/13-0-0 (min.0-4-74),R=292/13-0-0 (min.0-4-14),5=299/13-0-0 (rnin.0-4-14),T=286/73-0-0 (min.0-4-14),U=203/13-0-0 (min.0-4-74)
<br /> Max Horz V=-218(LC 8)
<br /> Max Up1iftV=-118(LC 8),K-54(LC 7),M=-750�LC 16),N=-33�LC 17),O-29(LC 11),P=-29(LC 71),Q=-31(LC 11),R=-30(LC 11),S=-31(LC 11),T=-44(LC 6),U=-105(LC 11)
<br /> Max Grav V=122(LC 19),K=577(LC 16),M=212(LC 1),N=291(�C 1),0=288(LC 1),P==287(LC 1),Q=287(LC 1),R=292(LC 1),5=299(LC 1),T=286(LC 1),U=248(LC 18)
<br /> FORCES (Ib)-Maximum CompressionlM�ucimum Tension
<br /> TOP CHORD A-V=-105/45,A-H=-63/60,B-C=-113/73,C-D=-145/76,U-E=150/99,E-F=-154/107,F-G=-160/113,G-H-167/118,H-1=-173/124,I-J=18Z131,J-K--237l129,K-L=0/156
<br /> BOT CHORD U-V=-108/774,T-U=-107/174,S-T=-107/174,R-5=-107/174,Q-R=-107/174,P-Q_-107/173,O-P=-107/173,N-0=-107/173,M-N=-106/173,K-M=-105/172
<br /> WEBS J-M=-7_00/142,I-N=-271/44,H-0=271/40:G-P=-269/40,F-Q=-269/42,ER=-274/42,D-S=-281/36,GT=-268/39,&U=-189/38
<br /> NOTES
<br /> i)Wind:ASCE 7-10;Vul[=110mph(3-second gus[)Vasd=87mph;TCDL=42pst BCDL=6.Opsl;h=2511;Cat.II;Exp C;enclosed;MWPRS(envelope)gable end zone I
<br /> and GC Interior(1)zone;cantilever left and righi exposed;end verticat left and righ[exposed;GC for members and forces&MWFRS for reactions shown;
<br /> Lumber DOL=1.33 plate grip DOL=1.33
<br /> 2)Truss designed for wind loads in the plane of the truss only. For swds exposed ro wind(normal to Ihe face),see Standard Industry Gable End Details as
<br /> applicable,or consult qualitied building designer as per ANSI��PI 1.
<br /> 3)TCLL ASCE 7-10;Pf=145.0 psf((lat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1
<br /> 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times(lat roof load of 145.0 pst on overhangs non-concurrent with other live
<br /> loads.
<br /> 5)As requested,plates have not been designed to provide tor placement tolerances or rough handling and erection conditions. It is lhe responsibility of the
<br /> fa6ricator to increase plate sizes to account for these tac[ors.
<br /> 6)All plates are 2x4 MT20 unless otherwise indicated.
<br /> 7)Gable requires continuous bottom chord bearing.
<br /> 8)Gable sWds spaced at 1-4-0 oc.
<br /> 9)Thfs truss has been designed(or a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 10)'This lruss h2s been designed for a live load of 2D.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wiil tit between the bottom
<br /> chord and any other members.
<br /> 11)Provide mechanical connection(by others)of truss to bearing plate capable of withs[anding 118 Ib uplilt at joint V,54 Ib upli(t at join[K,150 Ib upiift at joint M,33
<br /> Ib uplift a[joint N,29 Ib uplif[a[joint O,29 Ib upiift at joint P,31 Ib uplif[at joint Q,30 Ib upliR at joint R,31 16 uplift at joint S,44 Ib uplift at joint T and 105 Ib uplift
<br /> at joint U.
<br /> 12)This truss is designed in accordance with the 2012 Internalional Building Code section 2306.7 and referenced standard ANSI/1"PI i.
<br /> LOAD CASE(S)Standard
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