Loading...
Floor Truss Engineering3x6 FP 3x6 FP 3x4 53 52 51 50 49 48 47 46 45 4443 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 54 56 55 57123456789101112131415161718192021222324252627 ST1W1 W1BL1BL1 T1 B2 T2 B1 1-08 1-08 1-08 1-08 1-08 32-05-12 32-02-12 32-04-04 1-06 -00 1-06 -00 Scale = 1:54.7 Plate Offsets (X, Y):[1:Edge,0-12], [53:Edge,0-12] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 28 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 122 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(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. REACTIONS All bearings 32-05-12. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)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 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F01 1 1Floor Supported Gable Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:wXAzzijXaMzgytbZr04qySzNXLh-U5pTG0s5S3JERZ4_Lf_xNowciB1KYoo8XWF7WkzNVtG 3x6 FP 3x6 FP 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x8 4x8 4x6 3x4 3x4 3x4 3x6 3x4 4x6 4x8 3x6 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 35 37 36 38123456789101112131415161718 W1 W3 T1 B2B1 T2 W5 W6W2 W7W4BL1 BL2 7-08 1-08 1-08 1-02-12 1-09-062-04-082-06-00 6-00 7-08 2-00-00 2-00-00 2-00-10 2-02-00 1-08 1-08 1-08 32-05-12 1-00-00 6-00-10 1-00-00 7-00-10 1-00-00 20-11-06 1-00-00 21-11-06 4-08-00 11-08-10 4-11-02 5-00-10 8-02-12 19-11-06 10-04-14 32-04-04 1-06 -00 1-06 -00 Scale = 1:54.7 Plate Offsets (X, Y):[1:Edge,0-12], [2:1-08,Edge], [3:1-08,Edge], [4:1-08,Edge], [6:1-08,Edge], [12:1-08,Edge], [13:1-08,Edge], [15:1-08,Edge], [20:1-08,Edge], [25:1-08,Edge], [26:1-08,Edge], [30:1-08,Edge], [33:1-08,Edge] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL)-0.35 22-23 >703 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT)-0.48 22-23 >513 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.06 19 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 153 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)19=1034/5-06, (min. 1-08), 28=2037/5-08, (min. 1-08), 34=460/6-10, (min. 1-08) Max Grav 19=1051 (LC 8), 28=2037 (LC 1), 34=572 (LC 3) 2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-774/0, 3-4=-1058/299, 4-5=-589/752, 5-6=-589/752, 6-7=0/1418, 7-8=0/1418, 8-9=-2270/0, 9-10=-2270/0, 10-11=-2270/0, 11-12=-2270/0, 12-13=-3523/0, 13-14=-3598/0, 14-15=-3598/0, 15-16=-2963/0, 16-17=-2963/0 BOT CHORD 33-34=0/774, 32-33=-299/1058, 31-32=-299/1058, 30-31=-299/1058, 29-30=-752/589, 28-29=-752/589, 27-28=0/822, 26-27=0/822, 25-26=0/2270, 24-25=0/3523, 23-24=0/3523, 22-23=0/3523, 21-22=0/2963, 20-21=0/2963, 19-20=0/1731 WEBS 4-31=0/339, 7-28=-265/0, 12-24=0/306, 3-33=-321/352, 2-34=-916/0, 4-30=-1090/0, 5-30=0/348, 6-28=-1470/0, 6-29=0/334, 12-25=-1576/0, 8-28=-2301/0, 10-25=0/331, 8-26=0/1744, 9-26=-531/0, 13-22=-367/432, 17-19=-1965/0, 14-22=-379/0, 17-20=0/1397, 15-22=0/866, 15-21=-317/0, 16-20=-405/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F02 4 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:4prsfXmzTTa2ZSIp2E4heNzNXHm-U5pTG0s5S3JERZ4_Lf_xNowQCBrqYen8XWF7WkzNVtG 3x6 FP 3x6 FP 3x4 3x6 4x4 4x4 3x4 3x4 3x4 3x4 3x4 3x8 4x8 4x6 3x4 3x4 3x4 3x6 3x4 3x8 4x8 3x6 3x4 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 W1 W3W2W2 B2 T1 T2 B1 W5 W6 W7W4 6-00 6-00 7-08 7-03 2-00-00 2-00-002-02-00 7-087-03 1-02-12 1-09-062-04-082-06-00 1-00-00 5-09-14 1-00-00 6-09-14 1-00-00 20-08-10 1-00-00 21-08-10 4-08-00 11-05-14 4-09-14 4-09-14 8-02-12 19-08-10 10-06-06 32-03-00 1-06 -00 1-06 -00 Scale = 1:54.4 Plate Offsets (X, Y):[5:1-08,Edge], [6:1-08,Edge], [8:1-08,Edge], [14:1-08,Edge], [15:1-08,Edge], [17:1-08,Edge], [22:1-08,Edge], [27:1-08,Edge], [28:1-08,Edge], [32:1-08,Edge], [35:1-08,Edge], [36:1-08,Edge] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL)-0.35 24-25 >698 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT)-0.49 24-25 >508 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT)0.06 21 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 157 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)21=1036/5-06, (min. 1-08), 30=2040/5-08, (min. 1-08), 37=445/3-14, (min. 1-08) Max Grav 21=1052 (LC 8), 30=2040 (LC 1), 37=558 (LC 3) 3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-628/0, 3-4=-628/0, 4-5=-628/0, 5-6=-1020/307, 6-7=-550/764, 7-8=-550/764, 8-9=0/1607, 9-10=0/1607, 10-11=-2256/0, 11-12=-2256/0, 12-13=-2256/0, 13-14=-2256/0, 14-15=-3526/0, 15-16=-3616/0, 16-17=-3616/0, 17-18=-2989/0, 18-19=-2989/0 BOT CHORD 36-37=0/292, 35-36=0/628, 34-35=-307/1020, 33-34=-307/1020, 32-33=-307/1020, 31-32=-764/550, 30-31=-764/550, 29-30=0/798, 28-29=0/798, 27-28=0/2256, 26-27=0/3526, 25-26=0/3526, 24-25=0/3526, 23-24=0/2989, 22-23=0/2989, 21-22=0/1770 WEBS 6-33=0/344, 9-30=-268/0, 14-26=0/311, 5-35=-443/353, 2-37=-628/1, 2-36=0/774, 3-36=-420/0, 6-32=-1095/0, 7-32=0/349, 8-30=-1463/0, 8-31=0/333, 14-27=-1594/0, 10-30=-2317/0, 12-27=0/336, 10-28=0/1776, 11-28=-541/0, 15-24=-357/448, 19-21=-1998/0, 16-24=-380/0, 19-22=0/1383, 17-24=0/858, 17-23=-316/0, 18-22=-399/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F03 3 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:VWd68VE?A2JV4GyOhJfN8VzNX87-U5pTG0s5S3JERZ4_Lf_xNowQ2BrqYed8XWF7WkzNVtG 3x6 FP 3x6 FP 3x6 4x4 4x4 3x4 3x4 3x4 3x4 3x4 3x10 3x4 4x8 4x6 3x4 3x4 3x4 3x6 3x4 4x6 5x8 3x6 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 4143 40 42123456789101112131415161718192021 W1 W3W2W2 T1 B2B1 T2 W5 W6 W7W4 ST1BL1 BL2ST2 7-08 1-08 1-08 8-08 1-02 -00 1-09-062-04-082-06-00 6-00 6-007-08 8-08 2-00-00 2-00-00 2-01-04 1-08 32-05-10 1-00-00 6-00-08 1-00-00 7-00-08 1-00-00 20-11-04 1-00-00 21-11-04 4-08-00 11-08-08 5-00-08 5-00-08 8-02-12 19-11-04 10-04-14 32-04-02 1-06 -00 1-06 -00 Scale = 1:54.7 Plate Offsets (X, Y):[1:Edge,0-12], [5:1-08,Edge], [6:1-08,Edge], [8:1-08,Edge], [13:1-08,Edge], [15:1-08,Edge], [17:1-08,Edge], [24:1-08,Edge], [29:1-08,Edge], [30:1-08,Edge], [34:1-08,Edge], [37:1-08,Edge], [38:1-08,Edge] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL)-0.35 26-27 >701 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT)-0.48 26-27 >511 360 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.06 22 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 158 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 HF No.2(flat) *Except* B2:2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)22=1037/5-06, (min. 1-08), 32=2031/5-08, (min. 1-08), 39=463/6-08, (min. 1-08) Max Grav 22=1056 (LC 8), 32=2031 (LC 1), 39=565 (LC 3) 4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/0, 3-4=-703/0, 4-5=-703/0, 5-6=-1062/254, 6-7=-583/675, 7-8=-583/675, 8-9=0/1541, 9-10=0/1541, 10-11=-2321/0, 11-12=-2321/0, 12-13=-2321/0, 13-14=-3560/0, 14-15=-3560/0, 15-16=-3622/0, 16-17=-3622/0, 17-18=-2982/0, 18-19=-2982/0 BOT CHORD 38-39=0/323, 37-38=0/703, 36-37=-254/1062, 35-36=-254/1062, 34-35=-254/1062, 33-34=-675/583, 32-33=-675/583, 31-32=0/925, 30-31=0/925, 29-30=0/2321, 28-29=0/3560, 27-28=0/3560, 26-27=0/3560, 25-26=0/2982, 24-25=0/2982, 23-24=0/1660, 22-23=0/1660 WEBS 6-35=0/282, 9-32=-271/0, 13-28=0/307, 5-37=-405/313, 2-39=-618/0, 2-38=0/777, 3-38=-478/0, 6-34=-1088/0, 7-34=0/435, 8-32=-1476/0, 8-33=0/268, 13-29=-1571/0, 10-32=-2335/0, 12-29=0/333, 10-30=0/1722, 11-30=-535/0, 15-26=-373/436, 19-43=-1921/0, 22-43=-1897/0, 16-26=-380/0, 19-24=0/1483, 17-26=0/869, 17-25=-331/0, 18-24=-411/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)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. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F04 1 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:H8Dr5U9gGOujCym?8G0CDWzNX6x-U5pTG0s5S3JERZ4_Lf_xNowSDBrgYeU8XWF7WkzNVtG 3x6 FP 3x6 FP 3x4 4x8 4x8 4x6 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 4x6 4x8 3x6 3x4 1.5x4 1.5x4 3x4 3x4 24 23 22 21 20 19 18 17 16 15 14 27 25 28 2612345678910111213 W1 W2 BL1BL1 T2 B1 T1 B2 W4W3 ST1 1-08 2-00-00 2-02-082-02-06 6-00 7-08 1-08 2-06-00 1-08 20-11-12 1-08 1-08 1-00-00 9-05-06 1-00-00 10-05-06 2-03-14 20-10-04 8-01-00 18-06-06 8-03-14 8-05-06 1-06 -00 1-06 -00 Scale = 1:39.1 Plate Offsets (X, Y):[6:1-08,Edge], [7:1-08,Edge], [14:Edge,1-08], [18:1-08,Edge], [19:1-08,Edge], [22:1-08,Edge], [23:1-08,Edge], [24:Edge,1-08] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL)-0.28 21-22 >786 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT)-0.38 21-22 >579 360 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT)0.05 14 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 94 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) *Except* B1:2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 2-05-06. except 24=5-06 (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) except 15=-112 (LC 3) Max Grav All reactions 250 (lb) or less at joint(s) 15 except 14=1570 (LC 1), 16=1195 (LC 1), 24=2510 (LC 3) 5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-25=-1561/0, 25-26=-1561/0, 13-26=-1561/0, 24-27=-1610/0, 27-28=-1610/0, 1-28=-1610/0, 2-3=-2742/0, 3-4=-2742/0, 4-5=-2742/0, 5-6=-2742/0, 6-7=-3384/0, 7-8=-2710/0, 8-9=-2710/0, 9-10=-2710/0 BOT CHORD 23-24=0/1664, 22-23=0/2742, 21-22=0/3384, 20-21=0/3384, 19-20=0/3384, 18-19=0/2710, 17-18=0/1622, 16-17=0/1622 WEBS 11-16=-299/0, 10-16=-1831/0, 7-19=-761/0, 10-18=0/1273, 9-18=-368/0, 6-22=-725/0, 2-24=-1889/0, 2-23=0/1261, 3-23=-347/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 15. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9)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. 10)CAUTION, Do not erect truss backwards. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1500 lb down at 0-2-4, and 1500 lb down at 20-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 14-24=-10, 1-13=-100 Concentrated Loads (lb) Vert: 13=-1500, 1=-1500 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F05 1 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:WPJ57Bge8cJdsZZG9oHHTbzNX6G-ugVcu1uzl_hpI0oZ0nYe?RYwvOuml1AaDUTn73zNVtD 3x6 FP 3x6 FP 4x10 4x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x10 4x8 4x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4x6 4x8 3x6 6x10 6x10 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 2139 4038 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 W1 W3W2W2 T1 B2B1 T2 W7W5W6 W8W4BL1 BL2 6-00 7-08 6-07 1-08 1-01 -00 1-07-062-04-082-06-00 6-00 7-08 6-07 1-082-00-00 2-00-00 2-02-04 2-05-00 1-08 32-03-00 2-12 30-03-02 1-00-00 6-09-14 1-00-00 20-08-10 1-00-00 21-08-10 1-00-00 5-09-14 1-10-06 32-01-08 4-07-00 11-04-14 4-09-14 4-09-14 8-03-12 30-00-06 8-03-12 19-08-10 1-06 -00 1-06 -00 Scale = 1:54.4 Plate Offsets (X, Y):[5:1-08,Edge], [6:1-08,Edge], [8:1-08,Edge], [14:1-08,Edge], [15:1-08,Edge], [19:3-00,Edge], [21:Edge,1-08], [23:1-08,Edge], [24:1-08,Edge], [27:1-08,Edge], [28:1-08,Edge], [32:1-08,Edge], [35:1-08,Edge], [36:1-08,Edge], [37:Edge,1-08] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL)-0.26 24-25 >871 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT)-0.30 24-25 >749 360 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT)0.04 22 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 161 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) *Except* W8:2x4 HF No.2(flat) OTHERS 2x4 DF Stud(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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 36-37,35-36. REACTIONS (lb/size)22=2801/5-08, (min. 2-00), 30=1736/3-08, (min. 1-08), 37=455/3-14, (min. 1-08) Max Grav 22=2812 (LC 4), 30=1853 (LC 3), 37=552 (LC 5) 6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 21-39=-1517/0, 39-40=-1570/0, 20-40=-1517/0, 2-3=-611/0, 3-4=-611/0, 4-5=-611/0, 5-6=-1020/210, 6-7=-601/593, 7-8=-601/593, 8-9=0/1384, 9-10=0/1384, 10-11=-1933/158, 11-12=-1933/158, 12-13=-1933/158, 13-14=-1933/158, 14-15=-2709/363, 15-16=-2187/902, 16-17=-2187/902, 17-18=-2187/902, 18-19=0/2129 BOT CHORD 36-37=0/294, 35-36=0/611, 34-35=-210/1020, 33-34=-210/1020, 32-33=-210/1020, 31-32=-593/601, 30-31=-593/601, 29-30=-265/756, 28-29=-265/756, 27-28=-158/1933, 26-27=-363/2709, 25-26=-363/2709, 24-25=-363/2709, 23-24=-902/2187, 22-23=-1477/1068, 21-22=-2129/0 WEBS 6-33=0/336, 9-30=-274/0, 19-22=-1835/0, 5-35=-462/274, 2-37=-626/0, 2-36=0/793, 3-36=-443/0, 6-32=-1017/0, 7-32=0/347, 8-30=-1396/0, 8-31=0/303, 14-27=-1055/231, 10-30=-2018/0, 10-28=0/1448, 11-28=-447/0, 18-22=-2035/0, 15-24=-1157/0, 18-23=0/1518, 16-24=-35/256, 17-23=-438/0, 19-21=0/2646 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1500 lb down at 32-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 21-37=-10, 1-20=-100 Concentrated Loads (lb) Vert: 20=-1500 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F06 2 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:tvArJW85ybD51Y1lxUUQYpzNX5f-yINsTMtjDNR52ifAvMWAw0SembDOH6WHmA_g3AzNVtF 3x4 3x6 4x4 4x4 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 4x6 4x8 3x6 6x10 6x10 3x4 20 19 18 17 16 15 14 13 1221 22 1 2 3 4 5 6 7 8 9 10 11 W1 W4 T1 B1 W5 W6W2W3 BL1 7-08 1-08 1-02 -08 2-00-00 2-05-00 6-001-01 -00 1-07-06 2-06-00 1-08 18-06-14 2-12 16-07-00 1-00-00 7-00-08 1-00-00 8-00-08 1-10-06 18-05-06 6-00-08 6-00-08 8-03-12 16-04-04 1-06 -00 1-06 -00 Scale = 1:39.2 Plate Offsets (X, Y):[5:1-08,Edge], [6:1-08,Edge], [10:3-00,Edge], [12:Edge,1-08], [14:1-08,Edge], [15:1-08,Edge], [18:1-08,Edge], [19:1-08,Edge] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL)-0.27 15-16 >726 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT)-0.22 17-18 >871 360 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT)0.03 13 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 94 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) *Except* W6:2x4 HF No.2(flat) OTHERS 2x4 DF Stud(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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 19-20,18-19. REACTIONS (lb/size)13=2786/5-08, (min. 1-15), 20=715/ Mechanical, (min. 1-08) Max Grav 13=2786 (LC 1), 20=724 (LC 3) 7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-21=-1517/0, 21-22=-1570/0, 11-22=-1517/0, 2-3=-1211/0, 3-4=-1211/0, 4-5=-1211/0, 5-6=-1740/205, 6-7=-995/815, 7-8=-995/815, 8-9=-995/815, 9-10=0/2129 BOT CHORD 19-20=0/648, 18-19=0/1211, 17-18=-205/1740, 16-17=-205/1740, 15-16=-205/1740, 14-15=-815/995, 13-14=-1433/0, 12-13=-2129/0 WEBS 10-13=-1835/0, 5-18=-650/306, 2-20=-931/0, 2-19=0/880, 3-19=-430/0, 9-13=-1978/0, 6-15=-1178/0, 9-14=0/1466, 7-15=0/275, 8-14=-438/0, 10-12=0/2645 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Refer to girder(s) for truss to truss connections. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6)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. 7)CAUTION, Do not erect truss backwards. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1500 lb down at 18-3-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 12-20=-10, 1-11=-100 Concentrated Loads (lb) Vert: 11=-1500 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F09 2 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:?yWcAbiau18QAm7nBsqSyjzNX4w-yINsTMtjDNR52ifAvMWAw0Sd7bBrH6WHmA_g3AzNVtF 3x6 FP 3x6 FP 3x4 3x6 5x6 5x8 3x4 3x4 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 3x6 3x8 3x6 6x10 6x10 3x4 24 23 22 21 20 19 18 17 16 15 1425 26 1 2 3 4 5 6 7 8 9 10 11 12 13 W1 W2 T1 B2B1 T2 W4 W5W3 BL1 6-00 7-12 1-07-062-06-00 1-08 3-12 2-00-00 2-05-00 1-08 21-10-06 2-12 19-10-08 1-00-00 10-04-00 1-00-00 11-04-00 1-10-06 21-08-14 3-02-04 3-02-04 6-01-12 9-04-00 8-03-12 19-07-12 1-06 -00 1-06 -00 Scale = 1:39.3 Plate Offsets (X, Y):[4:1-08,Edge], [6:1-08,Edge], [7:1-08,Edge], [12:3-00,Edge], [14:Edge,1-08], [16:1-08,Edge], [17:1-08,Edge], [21:1-08,Edge] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL)-0.27 17-18 >732 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT)-0.19 17-18 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT)0.03 15 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 111 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) *Except* W5:2x4 HF No.2(flat) OTHERS 2x4 DF Stud(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 6-0-0 oc bracing. REACTIONS (lb/size)15=2716/5-08, (min. 1-15), 23=1395/3-08, (min. 1-08), 24=-248/ Mechanical, (min. 1-08) Max Uplift 24=-366 (LC 4) Max Grav 15=2717 (LC 4), 23=1399 (LC 3), 24=24 (LC 13) 8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-25=-1517/0, 25-26=-1570/0, 13-26=-1517/0, 2-3=0/1109, 3-4=0/1109, 4-5=-526/260, 5-6=-526/260, 6-7=-1275/430, 7-8=-736/939, 8-9=-736/939, 9-10=-736/939, 10-11=-736/939, 11-12=0/2129 BOT CHORD 23-24=-858/0, 22-23=-260/526, 21-22=-260/526, 20-21=-430/1275, 19-20=-430/1275, 18-19=-430/1275, 17-18=-430/1275, 16-17=-939/736, 15-16=-1496/0, 14-15=-2129/0 WEBS 12-15=-1834/0, 2-24=0/969, 2-23=-767/0, 4-23=-1617/0, 6-21=-880/191, 4-22=0/320, 11-15=-1830/0, 7-17=-878/0, 11-16=0/1317, 9-16=-399/0, 12-14=0/2645 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at joint 24. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1500 lb down at 21-7-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 14-24=-10, 1-13=-100 Concentrated Loads (lb) Vert: 13=-1500 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F12 4 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:q6ttQenLUtvZuhbxY7xsB_zNX4q-yINsTMtjDNR52ifAvMWAw0SfibDOH6WHmA_g3AzNVtF 3x6 FP 3x6 FP 3x4 3x6 5x6 5x6 3x4 3x4 3x4 3x4 3x4 3x4 4x4 3x6 3x6 6x10 6x10 3x4 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 29 3012345678910111213 W1 W2 T1 B2B1 T2 W4 W5W3ST3ST6ST4 BL1ST2 ST1 ST5 6-00 7-12 1-07-062-06-00 1-083-12 2-00-00 2-05-00 1-08 21-10-06 1-10-06 21-08-14 19-10-08 19-10-08 1-06 -00 1-06 -00 Scale = 1:38.9 Plate Offsets (X, Y):[4:1-08,Edge], [6:1-08,Edge], [7:1-08,Edge], [12:3-00,Edge], [13:1-08,Edge], [14:Edge,1-08], [17:1-08,Edge], [18:1-08,Edge], [24:1-08,Edge] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horiz(TL)-0.01 15 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 110 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) *Except* W5:2x4 HF No.2(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 27-28,26-27. REACTIONS All bearings 19-10-08. (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) except 17=-468 (LC 4) Max Grav All reactions 250 (lb) or less at joint(s) 16, 17, 19, 20, 21, 24, 25, 27, 28 except 15=2517 (LC 1), 18=251 (LC 3), 22=264 (LC 1), 26=352 (LC 3) 9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-29=-1519/0, 29-30=-1572/0, 13-30=-1519/0, 11-12=0/2128 BOT CHORD 16-17=-1043/0, 15-16=-1043/0, 14-15=-2128/0 WEBS 12-15=-1818/0, 11-15=-1418/0, 12-14=0/2645, 11-17=0/1090 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Gable studs spaced at 2-0-0 oc. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 lb uplift at joint 17. 6)Non Standard bearing condition. Review required. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9)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. 10)CAUTION, Do not erect truss backwards. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1500 lb down at 21-7-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 14-28=-10, 1-13=-100 Concentrated Loads (lb) Vert: 13=-1500 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F13 1 1Floor Supported Gable Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:B4gmUMrUIPXs?TTvLgX1u2zNX4l-QUxEhhtL_hZygsENS41PSD?mK?gV0YmQ_qkEbdzNVtE 4x12 4x12 4x12 4x8 3x10 1.5x4 2x4 4x10 1.5x4 3x8 10x16 1.5x4 2x4 4x12 JUS46 JUS46 24 23 22 25 26 21 20 19 18 17 16 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 W1 W3 W6 W6 T1 B1 T2 B2 W2 W4 W5 1-01 -08 1-03-001-03-001-05-00 2-06-00 6-009-08 10 -00 11-00 1-12 17-04-08 2-00-00 2-00-00 2-00-00 4-00-00 5-01-00 22-05-08 13-02-12 17-02-12 1-06 -00 1-06 -00 Scale = 1:39.8 Plate Offsets (X, Y):[18:3-04,5-00], [21:3-08,1-08] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL)-0.13 21-22 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(CT)-0.16 21-22 >944 360 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT)0.01 18 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 107 lb FT = 11% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)18=1632/3-08, (min. 2-11), 22=2326/2-00-00, (min. 4-08), 23=304/2-00-00, (min. 4-08) Max Uplift 23=-3 (LC 4) Max Grav 18=1638 (LC 5), 22=2579 (LC 4), 23=544 (LC 3) 10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-794/0, 2-3=0/1525, 3-4=0/1525, 4-5=-2771/0, 5-6=-2771/0, 6-7=-2060/0, 7-8=-2060/0, 8-9=0/1396, 9-10=0/1396, 10-11=0/1275 BOT CHORD 23-24=-1525/0, 22-23=-1525/0, 22-25=0/1069, 25-26=0/1069, 21-26=0/1069, 20-21=0/2771, 19-20=0/2771, 18-19=-574/1081, 17-18=-672/0 WEBS 2-23=-913/0, 3-22=-357/0, 10-18=-357/0, 2-24=0/1683, 8-18=-1747/0, 4-22=-2739/0, 8-19=0/1320, 4-21=0/1874, 6-19=-1424/0, 6-20=0/556, 11-18=-708/0, 11-17=0/558, 13-15=0/308 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)The Fabrication Tolerance at joint 9 = 11% 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 23. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9)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. 10)CAUTION, Do not erect truss backwards. 11)Use MiTek JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 1-0-8 oc max. starting at 7-2-12 from the left end to 8-3-4 to connect truss(es) F19 (1 ply 2x4 HF) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 700 lb down at 0-3-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-24=-10, 1-14=-100 Concentrated Loads (lb) Vert: 1=-700, 25=-578, 26=-578 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F14 1 1Floor Girder Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:nDLKCf?Fsu1PSlDs9XXTamzNWr3-QUxEhhtL_hZygsENS41PSD?oM?Zy0ZUQ_qkEbdzNVtE 4x8 1.5x4 3x4 3x6 3x6 3x4 1.5x4 2x4 4x4 4x12 3x6 12 11 10 9 8 7 13 1 2 3 4 5 6 W1 W3 B2B2 T1 B1 W4W2BL1 6-00 3-08 2-06-00 1-05-00 2-01-00 8-04-12 3-08 3-08 1-12 2-01-12 1-08-08 2-00-00 8-10-12 11-00-08 1-06 -00 1-06 -00 Scale = 1:33.6 Plate Offsets (X, Y):[12:4-00,1-14] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL)-0.01 9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT)-0.08 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 122 lb FT = 11% LUMBER TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-12. REACTIONS (lb/size)7=3347/6-08, (min. 2-12), 10=5008/(3-08 + bearing block), (req. 4-02) Max Grav 7=3361 (LC 4), 10=5008 (LC 1) 11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-384/0, 1-13=-394/0, 6-7=-1182/0, 2-3=0/260, 3-4=-5499/0, 4-5=-5499/0, 5-6=-704/0 BOT CHORD 11-12=-260/0, 10-11=-260/0, 9-10=0/5085, 8-9=0/5499, 7-8=0/5499 WEBS 2-10=-2235/0, 2-12=0/264, 3-10=-5668/0, 5-7=-5135/0, 3-9=0/626, 4-9=-657/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 9-00 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 9-00 oc. Web connected as follows: 2x4 - 1 row at 9-00 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)2x6 DF SS bearing block 12" long at jt. 10 attached to each face with 3 rows of 10d (0.131"x3") nails spaced 3" o.c. 12 Total fasteners per block. Bearing is assumed to be HF No.2. 4)Unbalanced floor live loads have been considered for this design. 5)Attach ribbon block to truss with 3-10d nails applied to flat face. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 7-12=-10, 1-6=-800 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F15 1 2Floor Girder Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:mW32WXxdufcX2dEBCqUciwzNWtj-yINsTMtjDNR52ifAvMWAw0ShMbGvH6WHmA_g3AzNVtF 3x4 4x6 3x4 4x8 1.5x4 4x6 3x4 1.5x4 1.5x4 4x4 4x4 3x6 3x4 13 12 11 10 9 814 15 1 2 3 4 5 6 7 W1 W4 T1 B1 W2 W5W3BL1 1-08 4-08 2-00-00 5-08 1-07-08 2-06-00 1-08 1-08 1-12 2-01-12 1-00-00 6-04-08 1-00-00 7-04-08 1-10-08 2-00-00 3-02-12 5-04-08 3-04-00 10-08-08 1-06 -00 1-06 -00 Scale = 1:36.6 Plate Offsets (X, Y):[4:1-08,Edge], [9:1-08,Edge] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL)-0.05 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(CT)-0.14 8-9 >746 360 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT)0.01 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 57 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(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 6-0-0 oc bracing. REACTIONS (lb/size)8=287/2-08, (min. 1-08), 12=1549/3-08, (min. 1-08) Max Uplift 8=-51 (LC 3) Max Grav 8=304 (LC 4), 12=1549 (LC 1) 12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-742/0, 14-15=-768/0, 1-15=-742/0, 2-3=0/1012, 3-4=0/1012, 4-5=-195/364, 5-6=-195/364 BOT CHORD 12-13=-1037/0, 11-12=-1056/0, 10-11=-364/195, 9-10=-364/195, 8-9=-187/332 WEBS 2-12=-1463/0, 5-9=0/496, 2-13=0/1291, 4-11=-1123/0, 2-11=0/576, 6-8=-375/211, 6-9=-596/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 8. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)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. 8)CAUTION, Do not erect truss backwards. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 700 lb down at 0-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 8-13=-10, 1-7=-100 Concentrated Loads (lb) Vert: 1=-700 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F16 6 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:crfkJ4fhSIVN5S4UWf1vSszNWrV-QUxEhhtL_hZygsENS41PSD?lD?bV0axQ_qkEbdzNVtE 3x4 3x6 4x4 4x4 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x6 3x4 17 16 15 14 13 12 11 1018 19 1 2 3 4 5 6 7 8 9 W1 W2 T1 B1 W3 W5W4 BL1 8-08 1-01 -12 2-04-08 2-06-00 6-00 7-08 1-082-00-00 1-08 11-11-04 0-08 11-09-12 1-00-00 6-00-08 1-00-00 7-00-08 4-08-12 11-09-04 5-00-08 5-00-08 1-06 -00 1-06 -00 Scale = 1:40.1 Plate Offsets (X, Y):[5:1-08,Edge], [6:1-08,Edge], [8:1-08,Edge], [12:1-08,Edge], [15:1-08,Edge], [16:1-08,Edge] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL)-0.14 14-15 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT)-0.18 14-15 >784 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 59 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(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. REACTIONS (lb/size)10=636/3-08, (min. 1-08), 17=636/6-08, (min. 1-08) 13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-786/0, 3-4=-786/0, 4-5=-786/0, 5-6=-1336/0, 6-7=-1011/0, 7-8=-1011/0 BOT CHORD 16-17=0/372, 15-16=0/786, 14-15=0/1336, 13-14=0/1336, 12-13=0/1336, 11-12=0/1011, 10-11=0/1011 WEBS 5-15=-650/0, 2-17=-717/0, 2-16=0/848, 3-16=-466/0, 6-12=-609/0, 8-10=-1147/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F17 1 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:HNdz_l89iUGU4067ekOHnvzNX?C-ugVcu1uzl_hpI0oZ0nYe?RY?IOvil3qaDUTn73zNVtD 3x4 3x4 3x4 19 18 17 16 15 14 13 12 11 20 21 1 2 3 4 5 6 7 8 910 ST1W1W1 W1 T1 B1 BL1 1-08 1-08 11-00-00 10-10-08 10-10-08 1-06 -00 1-06 -00 Scale = 1:23.6 Plate Offsets (X, Y):[19:Edge,1-08] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 45 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(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. REACTIONS All bearings 11-00-00. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 19 14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)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. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F18 1 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:y3_2xcwVG2GFjqmioGQ3LVzNWr9-QUxEhhtL_hZygsENS41PSD?yL?jo0hIQ_qkEbdzNVtE 3x4 3x6 3x4 3x4 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 10 9 8 7 11 12123456 W1 W2 T1 B1 W3 BL1 6-00 2-06-00 1-08 2-03-00 1-08 11-00-00 10-10-08 10-10-08 1-06 -00 1-06 -00 Scale = 1:34.3 Plate Offsets (X, Y):[8:1-08,Edge], [9:1-08,Edge] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL)-0.06 7-8 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(CT)-0.13 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 50 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(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. REACTIONS (lb/size)7=588/5-08, (min. 1-08), 10=588/ Mechanical, (min. 1-08) 15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1173/0, 3-4=-1173/0, 4-5=-1173/0 BOT CHORD 9-10=0/883, 8-9=0/1173, 7-8=0/869 WEBS 5-7=-986/0, 2-10=-997/0, 5-8=0/398, 2-9=0/400 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Refer to girder(s) for truss to truss connections. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F19 2 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:y3_2xcwVG2GFjqmioGQ3LVzNWr9-QUxEhhtL_hZygsENS41PSD?u_?d00diQ_qkEbdzNVtE 3x4 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 3x6 3x4 10 9 8 7 6 11 12 1 2 3 4 5 W1 W3 T1 B1 W2BL1 1-08 2-06-00 1-04-00 1-09-11 1-08 1-08 1-12 2-03-15 2-00-11 2-02-03 6-11-04 9-03-03 1-06 -00 1-06 -00 Scale = 1:30.2 Plate Offsets (X, Y):[3:1-08,Edge], [4:1-08,Edge] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)-0.05 6-7 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(CT)-0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 47 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(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: 9-10. REACTIONS (lb/size)6=342/ Mechanical, (min. 1-08), 9=636/3-08, (min. 1-08) Max Grav 6=367 (LC 4), 9=636 (LC 1) 16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-461/0 BOT CHORD 8-9=0/461, 7-8=0/461, 6-7=0/461 WEBS 2-9=-351/0, 3-9=-586/0, 4-6=-518/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Refer to girder(s) for truss to truss connections. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F20 1 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:ygDdQ_g?jonVNEJEKJ_DmNzNWl0-yINsTMtjDNR52ifAvMWAw0ShgbIEHD0HmA_g3AzNVtF 3x4 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 3x6 3x4 10 9 8 7 6 11 12 1 2 3 4 5 W1 W3 T1 B1 W2BL1 1-08 2-06-00 9-11 1-04-00 1-08 1-08 1-12 1-03-15 1-00-11 1-02-03 6-11-04 8-03-03 1-06 -00 1-06 -00 Scale = 1:32.8 Plate Offsets (X, Y):[3:1-08,Edge], [4:1-08,Edge] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL)-0.04 6-7 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(CT)-0.05 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 43 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(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: 9-10. REACTIONS (lb/size)6=367/ Mechanical, (min. 1-08), 9=501/3-08, (min. 1-08) Max Grav 6=374 (LC 4), 9=501 (LC 1) 17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-477/0 BOT CHORD 8-9=0/477, 7-8=0/477, 6-7=0/477 WEBS 3-9=-521/0, 4-6=-536/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Refer to girder(s) for truss to truss connections. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F21 1 1Floor Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:F19GuNmO4ygVjJLbEHcsYszNWkv-yINsTMtjDNR52ifAvMWAw0Si8bJ0HDJHmA_g3AzNVtF 1.5x4 4x4 3x4 2x4 2x4 3x4 4x4 1.5x4 JUS46 JUS46 JUS46 JUS46 8 9 7 10 6 11 12 5 1 2 3 4 W1 W2 T1 B1 2-06-00 1-06-00 7-08-00 7-08-00 1-06 -00 1-06 -00 Scale = 1:30 Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL)-0.01 6 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT)0.01 5-6 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 73 lb FT = 11% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF 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. REACTIONS (lb/size)5=436/5-08, (min. 1-08), 8=429/ Mechanical, (min. 1-08) Max Uplift 5=-622 (LC 9), 8=-435 (LC 10) 18 18FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-650/774 BOT CHORD 8-9=-774/650, 7-9=-774/650, 7-10=-774/650, 6-10=-774/650, 6-11=-774/650, 11-12=-774/650, 5-12=-774/650 WEBS 3-5=-635/788, 2-8=-636/819, 2-7=-552/95, 3-6=-582/97 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 9-00 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 9-00 oc. Web connected as follows: 2x4 - 1 row at 9-00 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 622 lb uplift at joint 5 and 435 lb uplift at joint 8. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)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. 8)Use MiTek JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-8-0 from the left end to 6-7-0 to connect truss(es) F12 (1 ply 2x4 DF) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 9=-14, 10=-14, 11=-14, 12=-14 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F22 1 2Floor Girder Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:0ZdIZ6sQBPgMgXy7iylktYzNWkn-QUxEhhtL_hZygsENS41PSD?xU?is0fGQ_qkEbdzNVtE 1.5x4 4x4 3x4 2x4 2x4 3x4 4x4 1.5x4 JUS24-2 8 7 6 5 1 2 3 4 W1 W2 T1 B1 2-06-00 10-15 7-00-15 7-00-15 1-06 -00 1-06 -00 Scale = 1:27.7 Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL)-0.01 6 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(CT)-0.01 6 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 69 lb FT = 11% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF 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. REACTIONS (lb/size)5=620/ Mechanical, (min. 1-08), 8=546/3-07, (min. 1-08) Max Uplift 5=-66 (LC 9) 19 19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-982/93 BOT CHORD 7-8=-93/982, 6-7=-93/982, 5-6=-93/982 WEBS 3-5=-964/119, 2-8=-988/144, 2-7=-258/244, 3-6=-320/303 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 9-00 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 9-00 oc. Web connected as follows: 2x4 - 1 row at 9-00 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 5. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)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. 8)Use MiTek JUS24-2 (With 4-16d nails into Girder & 2-16d nails into Truss) or equivalent at 3-10-15 from the left end to connect truss(es) F22 (2 ply 2x6 DF) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 6=-419 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F23 1 2Floor Girder Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:cLbIn9rstb?kW8DuWADzCqzNWjV-QUxEhhtL_hZygsENS41PSD?yt?iE0g2Q_qkEbdzNVtE 1.5x4 4x4 4x4 6x6 1.5x4 3x8 3x4 4x6 1.5x4 JUS46 JUS46 JUS24-2 JUS46 JUS46 9 8 7 10 6 1 2 3 4 5 W1 W2 T1 B1 W3 5-09 2-06-00 6-00 5-01-03 5-01-03 1-06 -00 1-06 -00 Scale = 1:34.1 Plate Offsets (X, Y):[8:3-00,4-08] Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL)-0.02 6-7 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(CT)-0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT)0.00 6 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 54 lb FT = 11% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=1544/3-03, (min. 1-08), 9=1743/3-00, (min. 1-08) 20 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2004/0, 3-4=-2004/0 BOT CHORD 8-9=0/1013, 7-8=0/2004, 7-10=0/2004, 6-10=0/2004 WEBS 4-6=-1913/0, 2-9=-1969/0, 2-8=0/2077, 3-8=-308/16, 4-7=-118/838 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 9-00 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 9-00 oc. Web connected as follows: 2x4 - 1 row at 9-00 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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)Use MiTek JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 1-0-0 oc max. starting at 1-3-0 from the left end to 2-3-0 to connect truss(es) F20 (1 ply 2x4 HF), F21 (1 ply 2x4 HF) to front face of bottom chord. 7)Use MiTek JUS24-2 (With 4-16d nails into Girder & 2-16d nails into Truss) or equivalent at 3-5-8 from the left end to connect truss(es) F23 (2 ply 2x6 DF) to front face of bottom chord. 8)Use MiTek JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-3-0 from the left end to 3-3-0 to connect truss(es) F09 (1 ply 2x4 DF) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)WARNING: The following hangers are manually applied but fail due to geometric considerations: JUS46 on back face at 1-3-0 from the left end, JUS46 on back face at 3-3-0 from the left end. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 6-9=-10, 1-5=-100 Concentrated Loads (lb) Vert: 8=-1071, 7=-364, 10=-1324 1839/A/Gar LT-FloorJobTrussTruss Type Qty Ply M-2050-04 F24 1 2Floor Girder Job Reference (optional) The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:44 Page: 1 ID:U4l2bpk3Zus?Wwb7pMTfyIzNW4L-yINsTMtjDNR52ifAvMWAw0SjEbHnH9FHmA_g3AzNVtF