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J00 Iruss trues type U1y [-qf [At-"1tri1Uhb <br /> OTRECO335932 T1 COMMON 17 1ab Reference ofora/ <br /> Midwest Manufacturing, Claire,WI,54703 7.400 s Doc 26 2012 MiTek Industries,Inc. Thu Oct 03 06 48 29 2013 Page 1 <br /> ID-blGx9ysdKSyb6OxrRIa2wJyXCIO-dSXCr4wFlh MUV WxWOSdvp9 FXxnxFM10c8016c9yXCFn <br /> -2-o-o 2.0-0 0-}o 6.3-14 6-3-14 S&2 12.0-0 5-B-2 17-8-z 6-3-1424.0.0�0-0266-0.0 <br /> Scale.1'48[ <br /> 4x6= <br /> 4 <br /> 500112 <br /> 1 5x4 1.5X4 <br /> 3 5 <br /> 1 <br /> 2 6 <br /> 1 7 I <br /> _ 10 9 8 <br /> 47[3 3x4= 3X6= 3X4= 4X6= <br /> 0-0-0 a-2-10 15.9-6 24.0-0 <br /> 8-2-10 7-6.13 &2-10 <br /> Plate Offsets X 2:0-1-6 a 6:0-1-6 e <br /> LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP <br /> TCLL(root) 35.0 Plates Increase 1A5 TC 0.57 Vert(LL) -0.15 8-10 >999 240 MT20 197.1144 <br /> Snow(Ps/Pg)34.7/50.0 Lumber Increase 1.15 BC 0.65 Vert(TL) -0.32 6.8 >876 180 <br /> TCDL 7.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.09 6 nda n/a <br /> BCLL 0.0 ' Code IRC2006/TPI2002 (Matrix) Weight:77 b FT=0 <br /> BCDL 10.0 <br /> LUMBER BRACING <br /> TOP CHORD 2x9 SPF No-2 TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins <br /> BOT CHORD 2x9 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 2x3 SPF Stud MTek recommends that Stabilizers and required cross <br /> tracing be installed during truss erection,in accordance <br /> with Stabilizer Installation guide. <br /> REACTIONS (lb+size) 2=1403/0-3-8 (min.0-2-3),6=1403/0-3-8 (min 0-2-3) <br /> Max Hoa 2-68(LC 10) <br /> Max Upif12=169(LC 9),6=-169(LC 10) <br /> Max Grav 2=1 413(LC 2),6=1413(LC 2) <br /> FORCES (b)-Max.CompJMax.Ten.-AN forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-3=24111304,3-4--2097/284,4-5=-2097/284.5-6---2411/3G4 <br /> BOT CHORD 2-10-177/2124,9-10-5911451,8-9-59/1451,6-8--177/2124 <br /> WEBS 3.10=-582/160,4-10=-36/782.4.8=-36/782,5-8=-582/160 <br /> JOINT STRESS INDEX <br /> 2=0.80,3=0.51,4=0.81,5=0.51,6=0.80,8=0.78,9=0.58 and 10=0.78 <br /> NOTES (10) <br /> 1)Unbalanced roof live bads have been considered for this design. <br /> 2)Wind:ASCE 7-05;90mph,TCDL-42psf;BCDL=6 0psf.h=25ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)gable end zone <br /> and C-C Exterbr(2)zone;cantilever left and right exposed;end vertical left and right exposed C-C for members and forces <br /> &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 <br /> 3)TCLL:ASCE 7-05;Pr-45.0 psf(roof live bad:Lumber DOL=1.15 Plate DOL=1.15);Pg-50.0 psf(gourd snow);Ps--34.7 <br /> psf(roof snow:Lumber DOL-1.15 Plate DOL-1.15);Category II;Exp B;Fully Exp.;Ct-1.1 <br /> 4)Roof design snow bad has been reduced to account for slope. <br /> Cnnfinuai nn nanw 2 <br /> • <br />