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JOD I russ I cuss I ype Uty Fly JUNAS, Mlllt QTRECO216578 XSW1 COMMON 3 1 Job Reference (optional Midwest Manufacturing, Eau Claire, WI 54703 7.240 s Jun 18 2010 MiTek Industries, Inc. Fri May 13 08:12:39 2011 Page 1 I D: IQLKw927BJjkxNQvPQrm_ PzGzdM- paHQe6RBf8IBnls3H8QGH9ZM He ?A2Q7xCZav5LzGzc: 0 -0 -0 4 -0 -0 8 -0 -0 12 -0 -0 16 -0 -0 4-0-0 4 -0 -0 , 4 -0 -0 , 4 -0 -0 = Scale = 1:34.i 6x8 3 5.00 12 8 9 3x4 11 3x4 I I 2 4 T1 T1 , 2 5 1 v I� 61 0 6x10 = 7 6 6x10 = 7x6 = 7x6 = 0 -0 -0 4 -0 -0 12 -0 -0 16 -0 -0 4 -0 -0 8 -0 -0 4 -0 -0 Plate O ffsets (X Y): [6:0-2-12,0-4-8],[7:0-2-12 F LOADING (psf) SPACING 6 -7 -0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL(roof) 20.0 Plates Increase 1.15 TC 0.87 Vert(LL) -0.32 6 -7 >589 240 MT20 197/144 Snow (Ps /Pg) 15.6/30.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.50 6 -7 >372 180 TCDL 7.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 5 n/a n/a BCLL 25.0 Code IBC2006/TPI2002 (Matrix) Weight: 75 lb FT = 0 BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD 2 -0 -0 oc purlins (2 -2 -8 max.). BOT CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD Structural wood sheathing directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SPF Stud "Except' JOINTS 1 Brace at Jt(s): 3 W2: 2 X 4 SPF No.2 REACTIONS (lb /size) 1= 2948/0 -5 -8 (min. 0 -4 -0), 5= 2948/0 -5 -8 (min. 0 -4 -0) Max Horz 1= 107(LC 8) Max Uplift1= -52(LC 8), 5= -52(LC 9) Max Grav 1= 3172(LC 2), 5= 3172(LC 2) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -2 =- 6067/19, 2 -8 =- 5756/147, 3 -8 =- 5537/186, 3 -9 =- 5537/187, 4 -9 =- 57561149, 4- 5=- 6067/20 BOT CHORD 1 -7 =- 33/5275, 6- 7= 0/3379, 5- 6= 0/5275 WEBS 2 -7 =- 120/415, 4- 6=- 120/415, 3 -7 =- 45/2651, 3 -6 =- 46/2651 JOINT STRESS INDEX 1= 0.81,2 = 0.16,3 = 0.93,4= 0.16,5= 0.81,6 =0.85 and 7 =0.85 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 6.Opsf; h =25ft; Cat. I; Exp C; enclosed; MWFRS (low- rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 3) TCLL: ASCE 7 -05; Pr =20.0 psf (roof live load: Lumber DOL =1.15 Plate DOL= 1.15); Pg =30.0 psf (ground snow); Ps =15.6 psf (roof snow: Lumber DOL =1.15 Plate DOL= 1.15); Category I; Exp C; Fully Exp.; Ct =1.2; Unobstructed slippery surface 4) Roof design snow load has been reduced to account for slope. (MAilieloWardsedarw2i loads have been considered for this desiqn.