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24C-005 13053631 roof truss Drawings
Job 13053631B Truss T01 Truss Type Common Truss Qty 31 Ply 1 285 Prospeck St Job Reference (optional) 0001 Run: 73.350 s 5 Sep 27 2012 Print: 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Jul 30 11:53:57 2013 Page 1 Universal Forest Products ID:TpDzNs1MhAfOYrshKsRhHHzA_z2-oueuiCOD4m7XIPqIHEsbys5lqkbjCj43ztg94Fysure Scale = 1:54.1 T2 T2 B1 W1 W2 W1 W2 HW1 HW1 T1 T1 B21 2 3 4 5 6 7 8 9 10 11 14 13 12 3x8 4x6 3x8 4x8 4x4 4x4 3x4 3x4 1.5x3 3x4 1.5x3 4x8 4x4 4x4 10-1-3 10-1-3 19-10-13 9-9-11 30-0-0 10-1-3 -2-0-0 2-0-0 7-7-12 7-7-12 15-0-0 7-4-4 22-4-4 7-4-4 30-0-0 7-7-12 32-0-0 2-0-0 0-10-89-7-80-10-87.00 12 Plate Offsets (X,Y): [2:0-5-15,0-0-7], [10:0-5-15,0-0-7] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI TC BC WB (Matrix) 0.86 0.86 0.53 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.62 0.11 0.07 (loc) 10-12 10-12 10 12-14 l/defl >999 >584 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 131 lb FT = 4% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 4-5-12, Right 2x6 SPF No.2 4-5-12 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-4 oc bracing. REACTIONS (lb/size) 2=2000/0-5-8 (min. 0-3-2), 10=2000/0-5-8 (min. 0-3-2) Max Horz2=-285(LC 4) Max Uplift2=-259(LC 6), 10=-259(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104, 2-3=-2679/604, 3-4=-2307/629, 4-5=-2300/662, 5-6=-2108/687, 6-7=-2108/687, 7-8=-2300/662, 8-9=-2306/629, 9-10=-2679/604, 10-11=0/104 BOT CHORD 2-14=-340/2071, 13-14=-75/1452, 12-13=-75/1452, 10-12=-340/2071 WEBS 6-12=-232/792, 8-12=-555/346, 6-14=-232/792, 4-14=-555/346 NOTES 1) Wind: ASCE 7-05; 100mph (3-second gust); TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) This truss has been checked for uniform snow load only, except as noted. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 2 and 259 lb uplift at joint 10. 7) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 13053631B Truss T01GE Truss Type Common Truss Qty 2 Ply 1 285 Prospeck St Job Reference (optional) 0002 Run: 7.350 s Sep 27 2012 Print: 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Jul 30 11:53:58 2013 Page 1 Universal Forest Products ID:TpDzNs1MhAfOYrshKsRhHHzA_z2-G5CGwYPrq4FOwYPUrxNqV3ewq875xFZCCXPjdiysurd Scale = 1:54.1 W1 T2 T2 W1 B1 ST8 ST7 ST6 ST5 ST4 ST3 ST2ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1 B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 2x4 4x4 3x4 4x4 3x4 4x4 2x4 3x4 30-0-0 30-0-0 -2-0-0 2-0-0 15-0-0 15-0-0 30-0-0 15-0-0 32-0-0 2-0-0 0-10-89-7-80-10-87.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-12], [20:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI TC BC WB (Matrix) 0.84 0.08 0.20 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.19 0.01 (loc) 21 21 22 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 161 lb FT = 4% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-31, 10-32, 12-29 REACTIONS (lb/size) 39=471/30-0-0 (min. 0-6-4), 22=471/30-0-0 (min. 0-6-4), 31=271/30-0-0 (min. 0-6-4), 32=253/30-0-0 (min. 0-6-4), 33=237/30-0-0 (min. 0-6-4), 34=240/30-0-0 (min. 0-6-4), 35=241/30-0-0 (min. 0-6-4), 36=234/30-0-0 (min. 0-6-4), 37=267/30-0-0 (min. 0-6-4), 38=-82/30-0-0 (min. 0-6-4), 29=253/30-0-0 (min. 0-6-4), 28=237/30-0-0 (min. 0-6-4), 27=240/30-0-0 (min. 0-6-4), 26=241/30-0-0 (min. 0-6-4), 25=234/30-0-0 (min. 0-6-4), 24=267/30-0-0 (min. 0-6-4), 23=-82/30-0-0 (min. 0-6-4) Max Horz39=264(LC 5) Max Uplift39=-255(LC 4), 22=-170(LC 5), 32=-49(LC 6), 33=-59(LC 6), 34=-54(LC 6), 35=-55(LC 6), 36=-55(LC 6), 37=-57(LC 6), 38=-414(LC 10), 29=-47(LC 7), 28=-60(LC 7), 27=-54(LC 7), 26=-55(LC 7), 25=-54(LC 7), 24=-60(LC 7), 23=-414(LC 10) Max Grav39=782(LC 10), 22=782(LC 10), 31=271(LC 1), 32=253(LC 1), 33=237(LC 1), 34=240(LC 1), 35=241(LC 1), 36=234(LC 1), 37=267(LC 1), 38=199(LC 4), 29=253(LC 1), 28=237(LC 1), 27=240(LC 1), 26=241(LC 1), 25=234(LC 1), 24=267(LC 1), 23=145(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-39=-725/210, 1-2=0/195, 2-3=-246/207, 3-4=-189/156, 4-5=-150/157, 5-6=-110/154, 6-7=-71/152, 7-8=-31/198, 8-9=0/260, 9-10=0/266, 10-11=-4/325, 11-12=-4/325, 12-13=0/266, 13-14=0/260, 14-15=0/198, 15-16=-3/136, 16-17=-42/137, 17-18=-82/133, 18-19=-122/148, 19-20=-165/126, 20-21=0/195, 20-22=-725/210 BOT CHORD 38-39=-109/201, 37-38=-109/201, 36-37=-109/201, 35-36=-109/201, 34-35=-109/201, 33-34=-109/201, 32-33=-109/201 , 31-32=-109/201, 30-31=-109/201, 29-30=-109/201, 28-29=-109/201, 27-28=-109/201, 26-27=-109/201, 25-26=-109/201, 24-25=-109/201, 23-24=-109/201, 22-23=-109/201 WEBS 11-31=-235/0, 10-32=-213/96, 8-33=-197/116, 7-34=-200/108, 6-35=-201/110, 5-36=-195/106, 4-37=-222/122, 3-38=-123/389, 12-29=-213/96, 14-28=-197/116, 15-27=-200/108, 16-26=-201/110, 17-25=-195/106, 18-24=-222/122, 19-23=-95/389 NOTES 1) Wind: ASCE 7-05; 100mph (3-second gust); TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) This truss has been checked for uniform snow load only, except as noted. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x3 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc.Continued on page 2 Job 13053631B Truss T01GE Truss Type Common Truss Qty 2 Ply 1 285 Prospeck St Job Reference (optional) 0002 Run: 7.350 s Sep 27 2012 Print: 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Jul 30 11:53:59 2013 Page 2 Universal Forest Products ID:TpDzNs1MhAfOYrshKsRhHHzA_z2-kHmf7uQTbNNFYi_hOev32HA5aYTKgipMQB9G98ysurc NOTES 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 39, 170 lb uplift at joint 22, 49 lb uplift at joint 32, 59 lb uplift at joint 33, 54 lb uplift at joint 34, 55 lb uplift at joint 35, 55 lb uplift at joint 36, 57 lb uplift at joint 37, 414 lb uplift at joint 38, 47 lb uplift at joint 29, 60 lb uplift at joint 28, 54 lb uplift at joint 27, 55 lb uplift at joint 26, 54 lb uplift at joint 25, 60 lb uplift at joint 24 and 414 lb uplift at joint 23. 12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard