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HomeMy WebLinkAboutTRUSS SPECS - 23-00560 - Mountains Edge Sales & Service - Remodel3x6 FP M18AHS 3x10 FP 3x6 FP M18AHS 3x10 FP =1.5x4 =1.5x4 =2x6 =3x6 =3x6 =3x6 =6x12 =M18AHS 10x18 =8x12 =2x6 =6x8 =6x8 =2x6 =1.5x4 =3x6 =2x6 =6x8 =5x6 =2x6 =7x10 =M18AHS 8x12 =2x6 =10x16 =7x10 =7x8 =1.5x4 25 24 23 22 21 20 19 18 1726 27 16123456789101112131415 W1 W2 W4 W4 W4 T3 B3B2 T2 T4 B4B1 T1 W3 W5BL2BL1 0 -1 -8 0 -1 -81-6-0 0 -10 -8 2-3-0 0-1-8 0-1-8 0-2-12 4-2-12 3-10-8 4-0-0 7-3-12 11-6-8 16-11-8 28-6-0 2 -0 -0 2 -0 -0 Scale = 1:48.8 Plate Offsets (X, Y):[14:0-5-4,Edge], [16:0-3-0,Edge], [16:0-1-8,0-3-8], [17:Edge,0-3-0], [19:0-3-0,Edge], [24:0-5-12,Edge], [26:0-1-8,0-0-8], [27:0-1-8,0-0-8] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 150.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL)-0.50 20-22 >582 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT)-0.57 20-22 >513 360 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.11 17 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-S Weight: 221 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) *Except* W4,W5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) OTHERS 2x4 DF Stud/Std(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26,24-25. REACTIONS (lb/size)17=2674/0-5-8, (min. 0-1-8), 25=3716/0-5-8, (min. 0-1-11) Max Grav 17=2738 (LC 4), 25=3716 (LC 1) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-2740/0, 2-3=0/972, 3-4=0/973, 4-5=-5858/104, 5-6=-5858/104, 6-7=-8944/0, 7-8=-8944/0, 8-9=-8944/0, 9-10=-8944/0, 10-11=-9267/0, 11-12=-9267/0, 12-13=-6837/0, 13-14=-6837/0, 14-15=-1639/0, 15-16=-1639/0 BOT CHORD 25-26=-298/0, 24-25=-523/3274, 23-24=0/7732, 22-23=0/7732, 21-22=0/9439, 20-21=0/9439, 19-20=0/8383, 18-19=0/4567 WEBS 3-25=-478/0, 2-26=0/378, 2-25=-993/25, 4-25=-4206/0, 4-24=0/3350, 5-24=-490/0, 6-24=-2455/0, 6-22=0/1626, 8-22=-481/0, 10-22=-727/0, 11-20=-480/0, 12-20=0/1108, 12-19=-1940/0, 13-19=-486/0, 14-19=0/2846, 14-18=-3672/0, 15-18=-401/0, 16-18=0/3130 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)The Fabrication Tolerance at joint 21 = 11% 4)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F01A 22 13643685Floor Special Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Thu Aug 17 12:50:25 Page: 1 ID:ZRzHJBMZy01cSsDGM?AB4uymwoH-CaLWCwF6?YQvQA0E40KEYhll5_TGF30C8ePadMymwaD 3x6 FP 3x6 FP=3x4 =3x4 =3x6 =3x4 =3x4 =3x6 =4x5 =3x4 38 37 36 3534 33 32 31 30 29 28 27 26 25 24 23 22 21 39 40 411234567891011121314151617181920 ST2 W1W1W1W1W1W2 T2 B2B1 T1 W3 ST1 BL2BL1 0 -1 -8 1-6-0 0 -1 -8 2-3-0 0-1-8 0-1-8 3-10-8 4-0-0 24-6-0 28-6-0 2 -0 -0 2 -0 -0 Scale = 1:48.8 Plate Offsets (X, Y):[1:Edge,0-0-12], [39:0-1-8,0-0-12], [40:0-1-8,0-0-12], [41:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 150.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horiz(TL)0.00 35 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-S Weight: 142 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 37-38,36-37,35-36. REACTIONS All bearings 24-6-0. (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 35 except 36=-177 (LC 3) Max Grav All reactions 250 (lb) or less at joint(s) 21 except 22=385 (LC 1), 23=359 (LC 4), 24=364 (LC 1), 25=363 (LC 4), 26=363 (LC 1), 27=363 (LC 4), 28=363 (LC 1), 29=363 (LC 4), 30=364 (LC 1), 31=359 (LC 4), 32=378 (LC 1), 33=303 (LC 4), 35=411 (LC 4), 36=1104 (LC 4), 37=2043 (LC 1) 2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/1100, 3-4=0/1100 BOT CHORD 37-38=-331/0, 36-37=-587/292 WEBS 2-38=0/426, 2-37=-1182/0, 4-37=-1035/0, 4-36=-526/597, 5-36=-603/0, 6-36=-301/0, 3-37=-479/0, 6-35=-392/67, 8-33=-280/0, 9-32=-357/0, 10-31=-337/0, 11-30=-342/0, 12-29=-341/0, 13-28=-341/0, 14-27=-341/0, 15-26=-341/0, 16-25=-341/0, 17-24=-342/0, 18-23=-337/0, 19-22=-361/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35 except (jt=lb) 36=177. 6)Non Standard bearing condition. Review required. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F01-E 1 13643685Floor Supported Gable Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Thu Aug 17 12:50:25 Page: 1 ID:sZMvoTrnjiZZmECHlaotowymwfv-CaLWCwF6?YQvQA0E40KEYhliW_dvFEXC8ePadMymwaD 3x6 FP M18AHS 3x10 FP M18AHS 3x10 FP 3x6 FP =1.5x4 =2x6 =M18AHS 8x12 =M18AHS 8x12 =7x10 =2x6 =6x8 =1.5x4 =6x8 =2x6 =3x6 =3x10 =2x6 =6x8 =6x8 =2x6 =8x12 =M18AHS 10x18 =M18AHS 10x12 =10x16 =7x8 =1.5x4 22 21 20 19 18 17 16 1523 24 1412345678910111213 W1 W4W2 W2 W2W3W3 W5W5BL1BL1 T3 B3 B4 T2 T4 B2B1 T1 0 -10 -8 0 -1 -8 0 -1 -8 0 -10 -8 2-3-0 7-6-8 7-6-8 16-11-8 24-6-0 2 -0 -0 2 -0 -0 Scale = 1:42.8 Plate Offsets (X, Y):[14:0-1-8,0-3-8], [14:0-1-8,Edge], [15:Edge,0-3-0], [16:0-5-4,Edge], [17:0-4-0,Edge], [20:0-3-12,Edge], [23:Edge,0-3-0], [24:0-1-8,0-0-8] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 150.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL)-0.59 18-20 >495 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT)-0.67 18-20 >434 360 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT)0.12 15 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-S Weight: 195 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) *Except* W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) OTHERS 2x4 DF Stud/Std(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20. REACTIONS (lb/size)15=3287/0-5-8, (min. 0-1-8), 23=3287/0-5-8, (min. 0-1-8) 3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23-24=-260/0, 1-24=-260/0, 14-15=-3300/0, 2-3=-7009/0, 3-4=-7028/0, 4-5=-10754/0, 5-6=-10754/0, 6-7=-10754/0, 7-8=-11136/0, 8-9=-11136/0, 9-10=-11136/0, 10-11=-8209/0, 11-12=-8209/0, 12-13=-1955/0, 13-14=-1952/0 BOT CHORD 22-23=0/4198, 21-22=0/9309, 20-21=0/9309, 19-20=0/11344, 18-19=0/11344, 17-18=0/10070, 16-17=0/5487 WEBS 2-23=-5088/0, 2-22=0/3595, 3-22=-587/0, 4-22=-2836/0, 4-20=0/1813, 6-20=-580/0, 7-20=-740/0, 7-18=-262/0, 9-18=-576/0, 10-18=0/1336, 10-17=-2334/0, 11-17=-582/0, 12-17=0/3414, 12-16=-4418/0, 13-16=-497/0, 14-16=0/3768 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)The Fabrication Tolerance at joint 21 = 11%, joint 19 = 11% 3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F02 10 13643685Floor Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Thu Aug 17 12:50:25 Page: 1 ID:q2VMQuA9mpjvlGooJfK2LJymwjM-gnvuPGGkmsYm2KbQekrT5uIuvOn2_XaMMI979pymwaC