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<br /> QTREC0408879 Si SCISSORS 16 1
<br /> Job Reference(optional)
<br /> Midwest Manufacturing,HOLIDAY CITY,OH 7.610 s Jan 29 2015 MiTek Industries,Inc. Mon May 11 11:44:36 2015 Page 1
<br /> I D:FSPUkdK43VnYJofsw_GO5pzLop_-?NJ3pTT_Rk6Oa9jg9DYC W8vRyDOSgg27ABN_?VzHail
<br /> -2-0-00-0-0 2-10-6 5-6-5 8-2-3 10-10-2136-0 16-1-1418-9-1321-5-1124-1-10 27-0-0 29-0-0
<br /> ,2-0-0,2-10-6,2-7-14,2-7-14,2-7-14,2-7-14,2-7-14,2-7-14,2-7-14,2-7-14,2-106,2-0-0,
<br /> 5x10 I I Scale=1:108.t
<br /> 7
<br /> 10.00
<br /> 6 8
<br /> 25 � 26 -
<br /> 01 19 [ 9
<br /> 5/2, IiVVy
<br /> z,„/(3 1 W 3 10
<br /> 7x6 4' 70x12 II 18 �.) 7x6
<br /> // 1-81; 21 17 :1 1 11
<br /> 5x6= �� 5x6=
<br /> 11 W j 3 .[
<br /> 2W1T1 I,� 22 16 ( 12
<br /> Q 1 2I/ 12 2 10.00 �I Q
<br /> c V .7 23 15
<br /> 4x4 4x4 O -
<br /> 14
<br /> 24 2x4 I I
<br /> 0281011 2-106 5-6-5 8-2-3 10-10-2 13-6-0 16-1-1418-9-1321-5-1124-1-10 27-0-0
<br /> ,2-10-6,2-7-14,2-7-14,2-7-14,2-7-14,2-7-14,2-7-14,2-7-14,2-7-14,2-106,
<br /> Plate Offsets(X,Y)-- [2:0-2-8,0-2-8],[3:0-3-0,0-4-8],[11:0-3-0,0-4-8],[12:0-2-8,0-2-8],[19:0-5-11,0-3-8] _
<br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
<br /> TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.36 19 >879 240 MT20 197/144
<br /> Snow(Ps/Pg)25.8/40.0 Lumber DOL 1.15 BC 0.45 Vert(TL) -0.68 19 >472 180
<br /> TCDL 7.0 Rep Stress Incr YES WB 0.90 Horz(TL) 1.24 14 n/a n/a
<br /> BCLL 0.0 * Code IRC2006/TPI2002 (Matrix) Weight:175 lb FT=
<br /> BCDL 10.0
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Sheathed or 4-5-5 oc purlins, except end verticals.
<br /> BOT CHORD 2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
<br /> WEBS 2x3 SPF Stud*Except* 6-0-0 oc bracing:23-24,14-15.
<br /> W5:2x4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross
<br /> bracing be installed during truss erection,in accordance
<br /> with Stabilizer Installation guide.
<br /> REACTIONS. (lb/size) 24=1414/0-3-8 (min.0-1-8), 14=1414/0-3-8 (min.0-1-8)
<br /> Max Horz 24=-340(LC 7)
<br /> Max Uplift24=-150(LC 9),14=-150(LC 10)
<br /> FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
<br /> TOP CHORD 2-24=-1334/262,2-3=-1789/212,3-4=-3074/255,4-5=-4015/254,
<br /> 5-25=-4575/209,6-25=-4494/217,6-7=-4647/112,7-8=-4552/138,
<br /> 8-26=-4494/0,9-26=-4574/0,9-10=-4014/7,10-11=-3074/73, 11-12=-1789/81,
<br /> 12-14=-1335/175
<br /> BOT CHORD 23-24=-414/417,22-23=-474/1637,21-22=-499/2989,20-21=-460/3961,
<br /> 19-20=-364/4436,18-19=0/4401,17-18=0/3960,16-17=0/2989,15-16=0/1637
<br /> WEBS 7-19=-149/5529,8-19=-187/410,9-18=-107/451,9-17=-573/56,
<br /> 10-17=-30/752, 10-16=-787/0, 11-16=0/1074, 11-15=-967/21,12-15=0/1335,
<br /> 6-19=-105/366,5-20=0/450,5-21=-575/8,4-21=0/752,4-22=-786/48,
<br /> 3-22=-22/1074,3-23=-967/70,2-23=-48/1335
<br /> JOINT STRESS INDEX
<br /> 2=0.65,3=0.45,4=0.77,5=0.77,6=0.77,7=0.83,8=0.77,9=0.77, 10=0.77,11 =0.45, 12=0.65, 14=0.75, 15=0.77, 16=0.79, 17=0.77,18=0.77,
<br /> 19=0.88,20=0.77,21=0.77,22=0.79,23=0.77 and 24=0.75
<br /> l,nntinl IAd nn nave
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