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� <br /> _�����. ���� <br /> ,������� <br /> ��u i i uaa i i uaa i yNc �iy r iy <br /> QTREC0164808 St SCISSORS 5 1 <br /> Job Reference(optional) <br /> Midwest Truss Plant,HOLIDAY CITY,OH 7.210 s Nov 16 2009 MiTek Industries,Inc. Thu Apr 22 17:19:37 2010 Page 1 <br /> -1-0-0 0-0-0 5-G-0 11-0-0 12-0-0 <br /> 1-0-0 5-6-0 _5Fi-0 _�1=0-0� <br /> 4x6= Scale=1:41.' <br /> 3 <br /> I <br /> I' 10 00 12 <br /> � 8 <br /> 6 <br /> sXs= v <br /> w <br /> � <br /> � � 2 4 M <br /> 5 `i <br /> �o� �o <br /> 6.00'i12 <br /> 1 4x4 G 4x4� <br /> 0-0-0 5�-0 11-0-0 <br /> - <br /> 5-6-0 SE-0 <br /> Plate Offsets(X,Y�: [2:0-1-11,Edg�, [4:0-1-11,Edge] <br /> LOADING(ps� I SPACWG 2-0-0 I CSI DEFL in Qoc) i/defl L/d I PLATES GR <br /> TCLL(roo� 35.0 �I Plates Increase 1.15 TC 0.48 I Vert(LL) -0.05 4-6 >999 240 MT20 197 <br /> Snow(Ps/Pg)32.2/50A Lumber Increase 1.15 I BC 0.37 Vert(TL) -0.11 4-6 >999 180 <br /> TCDL �� Rep Stress Incr YES WB 0.56 I Horz(TL) 0.11 4 n/a n/a ' <br /> BCDL 10.0 * I Code IRC2006/TPI2002 I (Matrix) i Weight:35 Ib <br /> _ � <br /> LUMBER BRACING <br /> TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc <br /> BOT CHORD 2 X 4 SPF No2 purlins. <br /> WEBS 2 X 3 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> MiTek recommends that Stabilizers and required ! <br /> cross bracing be installed during truss erection, <br /> in accordance with Stabilizer Installation guide. � <br /> REACTIONS (Ib/size) 2=615/0-5-8 (min.0-1-8),4=615/0-5-8 (min.0-1-8) <br /> Max Horz 2=113(LC 8) <br /> Max Uplift2=-78(LC 9),4=-78(LC 10) <br /> Max Grav2=651(LC 2),4=651(LC 2) <br /> FORCES (Ib)-Max.Comp./Max.Ten. -All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-7=-1190/0,3-7=-1014/3,3-8=-1014/27,4-8=-1190/11 <br /> BOT CHORD 2-6=0/909,4-6=0/909 <br /> WEBS 3-6=0/929 <br /> NOTES (12) <br /> 1)Unbalanced roof live loads have been considered for this design. <br /> 2)Wind:ASCE 7-05;90mph;TCDL=4.2psf; BCDL=6.Opsf; h=25ft;Cat. II; Exp B;enclosed;MWFRS(low-rise) <br /> gable end zone and C-C Exterior(2)zone;cantilever teft and right exposed ;end vertical left and right <br /> exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip <br /> DOL=1.60 <br /> Continued on oaae 2 <br /> RECEIVED <br /> JUN 0 2 2010 <br /> CITY OF ORONO <br />