Loading...
HomeMy WebLinkAboutFLOOR ENGINEERING - 23-00753 - Pebble Creek Townhomes - 6 Plex - Bldg 1=1.5x4 =1.5x4 =3x6 =3x4 =3x4 =1.5x4 4 3 5 6 1 2 W1BL1 BL1 B1 W2 T1 0-1-8 0-1-8 1-0-0 1-6-0 1-6-0 1-4-0 1-4-0 Scale = 1:28 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [5:0-1-8,0-0-12], [6:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight: 11 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 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=52/1-6-0, (min. 0-1-8), 4=52/1-6-0, (min. 0-1-8) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 4-0-0 oc. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F25G 1 13731922Floor Girder Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:oVis0dEqcRnQXdlql8A0GAyA3uf-qvE30NIq38QFmhIVGAzm3_BMezOERaIooWM7NQyA2zA =3x4 =1.5x4 =3x4 =3x4 =1.5x4 4 3 5 1 2 W1 W2 B1 T1 BL1 0-1-8 1-1-8 1-6-0 1-6-0 1-4-0 1-4-0 Scale = 1:28.3 Plate Offsets (X, Y):[5:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 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 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight: 10 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 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=60/1-6-0, (min. 0-1-8), 4=55/1-6-0, (min. 0-1-8) 2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 4-0-0 oc. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F26G 1 13731922Floor Girder Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:w?_ml3O_YRQabdFK?Mv3IvyA3uS-uW6IchHaXXAYWN868lxI_Z6?xAjlzgoVLCt0JXyA2zC =3x4 13 12 11 10 9 8 1 2 3 4 5 6 7 ST1W1 W1 T1 B1 10-2-13 10-2-13 1-4-0 1-4-0 Scale = 1:21.5 Plate Offsets (X, Y):[1:Edge,0-0-12], [8:0-1-15,Edge], [13:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.03 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 8 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 38 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. REACTIONS All bearings 10-2-13. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 8, 9, 10, 11, 12, 13 3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 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 2-0-0 oc. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 Job Truss Truss Type Qty Ply FSGE 6 13731922Floor Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:8apm5esKSQQbs62w3B7He7yA3wR-Mjghp1ICIrIP8XjJiTSXWnf8QZ3ii7RfasdZrzyA2zB 3x6 FP =1.5x4 =1.5x4 =3x6 =3x6 =1.5x4 =3x10 =3x4 =3x6 =1.5x4 =3x4 =3x10 =1.5x4 =3x10 =1.5x4 =2x6 14 13 12 11 10 16 17 15 1 2 3 4 5 6 7 8 9 W3W1 BL2BL2 B1 T1 T2 W2BL1 0-1-8 2-3-0 0-3-0 1-9-0 0-3-0 16-3-0 16-0-0 16-0-0 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:31.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [9:0-4-8,Edge], [15:0-1-8,0-0-12], [16:0-3-0,0-0-9] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL)-0.13 12-13 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.40 Vert(CT)-0.18 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.02 17 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 76 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. REACTIONS (lb/size)14=721/0-5-8, (min. 0-1-8), 17=715/0-3-0, (min. 0-1-8) 4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1890/0, 3-4=-1890/0, 4-5=-2400/0, 5-6=-2400/0, 6-7=-1304/0, 7-8=-1304/0, 8-9=-1304/0 BOT CHORD 13-14=0/1012, 12-13=0/2330, 11-12=0/2033 WEBS 9-11=0/1360, 6-11=-823/0, 6-12=0/414, 4-13=-495/0, 2-13=0/991, 2-14=-1200/0, 9-17=-761/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FT1 36 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:7tSUL0H91nK02GIJZtMASwyA41e-QKZwOLGymD2hvDZwb2Q3RMZfwmHQE3mM6Y8Tn5yA2zD 3x6 FP 3x6 FP 3x6 FP 3x6 FP =3x4 =1.5x4 =3x4 =3x6 =4x6 =1.5x4 =4x8 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =3x6 =3x4 =4x12 =1.5x4 =4x8 =3x4 =3x10 =3x6 =1.5x4 =3x10 =3x4 =1.5x4 =3x6 =3x6 =3x4 30 29 2827 26 25 24 23 22 21 20 19 311 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 W1 W4 B3 T1 T2 B2B1 T3 W5W3W2BL1 0-1-8 1-9-4 2-2-12 1-3-0 2-3-0 0-2-12 1-8-12 1-6-0 1-6-0 11-10-4 34-0-0 20-5-0 22-1-12 1-4-0 1-4-0 Scale = 1:57 Plate Offsets (X, Y):[19:Edge,0-1-8], [31:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL)-0.20 25-26 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.48 Vert(CT)-0.28 25-26 >879 360 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT)0.03 22 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 161 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 6-0-0 oc bracing. REACTIONS (lb/size)19=254/0-3-8, (min. 0-1-8), 22=1892/0-3-8, (min. 0-1-8), 29=1125/0-5-8, (min. 0-1-8) 5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/286, 2-3=-855/0, 3-4=-855/0, 4-5=-2404/0, 5-6=-2404/0, 6-7=-2338/0, 7-8=-2338/0, 8-9=-663/0, 9-10=-663/0, 10-11=-663/0, 11-12=0/2654, 12-13=0/2654, 13-14=0/348, 14-15=0/348, 15-16=-335/0, 16-17=-335/0, 17-18=-335/0 BOT CHORD 28-29=-286/0, 27-28=-286/0, 26-27=0/1817, 25-26=0/2556, 24-25=0/1684, 23-24=-793/0, 22-23=-793/0, 21-22=-1306/0 WEBS 2-29=-866/0, 1-29=-374/0, 11-22=-2088/0, 11-24=0/1643, 8-24=-1152/0, 8-25=0/737, 4-26=0/662, 4-27=-1086/0, 2-27=0/1341, 13-22=-1513/0, 13-21=0/1081, 15-21=-584/0, 18-20=0/374 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)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. 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) 200 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 19-30=-8, 1-18=-83 Concentrated Loads (lb) Vert: 1=-200 (F) Job Truss Truss Type Qty Ply FT10 8 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:yA4ICjQcNrZ_luwGy_j5JXyA3cK-QKZwOLGymD2hvDZwb2Q3RMZiImG9E0WM6Y8Tn5yA2zD 3x6 FP 3x6 FP 3x6 FP 3x6 FP =3x4 =1.5x4 =3x4 =3x6 =4x6 =1.5x4 =4x8 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =3x6 =3x4 =4x12 =1.5x4 =4x8 =3x4 =3x10 =3x6 =1.5x4 =3x6 =3x4 =1.5x4 =3x6 =3x6 =3x4 Special 30 29 28 27 26 25 24 23 22 21 20 19 311 2 3 4 5 6 7 8 9 10 11 12 13 14 32 15 1617 18 W1 W4 B3 T1 T2 B2B1 T3 W5W3W2BL1 0-1-8 1-9-4 2-2-12 1-3-0 2-3-0 0-2-12 1-8-12 1-6-0 1-6-0 11-10-4 34-0-0 20-5-0 22-1-12 1-4-0 1-4-0 Scale = 1:57 Plate Offsets (X, Y):[19:Edge,0-1-8], [31:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL)-0.20 25-26 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.49 Vert(CT)-0.29 25-26 >860 360 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT)0.04 22 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 161 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 6-0-0 oc bracing. REACTIONS (lb/size)19=190/0-3-1, (min. 0-1-8), 22=1782/0-3-8, (min. 0-1-8), 29=1131/0-5-8, (min. 0-1-8) 6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/286, 2-3=-865/0, 3-4=-865/0, 4-5=-2438/0, 5-6=-2438/0, 6-7=-2396/0, 7-8=-2396/0, 8-9=-745/0, 9-10=-745/0, 10-11=-745/0, 11-12=0/2550, 12-13=0/2550, 13-14=0/665, 14-32=0/665, 15-32=0/665 BOT CHORD 28-29=-286/0, 27-28=0/1839, 26-27=0/1839, 25-26=0/2602, 24-25=0/1755, 23-24=-698/0, 22-23=-698/0, 21-22=-1396/0 WEBS 2-29=-872/0, 1-29=-374/0, 13-22=-1295/0, 13-21=0/825, 15-21=-645/0, 15-20=0/343, 11-22=-2078/0, 11-24=0/1629, 8-24=-1139/0, 8-25=0/723, 4-26=0/676, 4-28=-1099/0, 2-28=0/1353 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)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. 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) 200 lb down at 0-2-4, and 168 lb up at 27-4-12 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 19-30=-8, 1-18=-83 Concentrated Loads (lb) Vert: 1=-200 (F), 32=168 (F) Job Truss Truss Type Qty Ply FT10GD 2 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:XiiAb?y55MBI78bppMXUMpyA3eE-qvE30NIq38QFmhIVGAzm3_BDzzHkRONooWM7NQyA2zA 3x6 FP 3x6 FP =3x4 =1.5x4 =3x4 =3x10 =3x4 =3x4 =3x10 =3x4 =3x6 =3x10 =1.5x4 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =4x6 =3x10 =1.5x4 =2x6 20 19 18 17 16 15 14 13 22 23 211 2 3 4 5 6 7 8 9 10 11 12 W1 W3 BL2BL2T1 B2B1 T2 W4 W5W2BL1 0-1-8 1-6-02-3-0 0-3-0 1-3-0 1-8-8 0-3-0 21-8-8 1-6-0 1-6-0 4-5-8 5-11-8 15-6-0 21-5-8 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:39.3 Plate Offsets (X, Y):[12:0-4-8,Edge], [21:0-1-8,0-0-12], [22:0-3-0,0-0-9] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL)-0.08 15-16 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.29 Vert(CT)-0.12 15-16 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT)0.00 18 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 105 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 6-0-0 oc bracing. REACTIONS (lb/size)18=1376/4-5-8, (min. 0-1-8), 19=174/4-5-8, (min. 0-1-8), 23=584/0-3-0, (min. 0-1-8) 7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/287, 2-3=0/291, 3-4=0/1491, 4-5=0/1493, 5-6=-892/0, 6-7=-892/0, 7-8=-1643/0, 8-9=-1643/0, 9-10=-1643/0, 10-11=-780/0, 11-12=-780/0 BOT CHORD 18-19=-819/0, 15-16=0/1452, 14-15=0/1397 WEBS 1-19=-373/0, 5-18=-1565/0, 5-16=0/1118, 7-16=-632/0, 10-15=0/277, 10-14=-697/0, 12-14=0/900, 3-19=0/593, 3-18=-803/0, 12-23=-610/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)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. 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) 200 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-20=-8, 1-12=-83 Concentrated Loads (lb) Vert: 1=-200 (F) Job Truss Truss Type Qty Ply FT11GE 2 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:n81rAC7NyMlv5fnDoSES6YyA3bR-QKZwOLGymD2hvDZwb2Q3RMZjomJ4E5hM6Y8Tn5yA2zD 3x6 FP 3x6 FP =1.5x4 =4x8 =5x10 =6x8 =3x6 =3x10 =3x10 =1.5x4 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =4x6 =3x10 =1.5x4 =2x6 17 16 15 14 13 12 11 18 19 1 2 3 4 5 6 7 8 9 10 W5W4W1W1W1 BL2BL2 B2 T2 T3 B1 T1 W3 W6W2BL1 0-1-8 1-8-82-1-8 0-3-0 0-3-0 2-3-0 0-2-12 0-8-12 0-6-0 0-6-0 0-3-0 16-8-8 15-8-12 16-5-8 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:33.1 Plate Offsets (X, Y):[1:Edge,0-1-8], [1:0-1-8,0-1-8], [2:0-3-0,Edge], [10:0-4-8,Edge], [15:0-4-0,Edge], [17:0-4-0,Edge], [18:0-3-0,0-0-9] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL)-0.12 13-14 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.35 Vert(CT)-0.15 13-14 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT)0.01 19 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 86 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) *Except* T1:2x4 DF Stud/Std(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: 15-16. REACTIONS (lb/size)16=3349/0-5-8, (min. 0-1-8), 19=634/0-3-0, (min. 0-1-8) 8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/990, 2-3=-352/0, 3-4=-1281/0, 4-5=-1281/0, 5-6=-1914/0, 6-7=-1914/0, 7-8=-934/0, 8-9=-934/0, 9-10=-934/0 BOT CHORD 15-16=-979/0, 14-15=0/314, 13-14=0/1780, 12-13=0/1609 WEBS 2-16=-1072/0, 3-15=-639/0, 3-14=0/1085, 5-14=-563/0, 7-13=0/344, 7-12=-762/0, 10-12=0/1038, 2-15=0/1473, 1-16=-2410/0, 10-19=-665/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)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. 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) 2500 lb down at 0-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 11-17=-8, 1-10=-83 Concentrated Loads (lb) Vert: 1=-2500 (F) Job Truss Truss Type Qty Ply FT12 4 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:QzuFuRClavC51R2_2knUGdyA3WA-I5oREiJSqSY6NqthquU?bCkNMNf4Assy1A6gwsyA2z9 3x6 FP 3x6 FP =3x4 =3x6 =3x6 =3x6 =1.5x4 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =4x8 =4x12 =1.5x4 =2x6 15 14 13 12 11 10 16 17 1 2 3 4 5 6 7 8 9 W2W1 BL1BL1T1 B2B1 T2 W3 0-3-0 2-3-0 1-11-0 0-3-0 16-5-0 16-2-0 16-2-0 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:31.4 Plate Offsets (X, Y):[9:0-4-8,Edge], [16:0-3-0,0-0-7] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL)-0.13 12-14 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.41 Vert(CT)-0.19 12-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT)0.02 17 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 77 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. REACTIONS (lb/size)15=734/0-8-0, (min. 0-1-8), 17=723/0-3-0, (min. 0-1-8) 9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2052/0, 3-4=-2052/0, 4-5=-2416/0, 5-6=-2416/0, 6-7=-1174/0, 7-8=-1174/0, 8-9=-1174/0 BOT CHORD 14-15=0/1254, 13-14=0/2421, 12-13=0/2421, 11-12=0/1979 WEBS 2-15=-1407/0, 2-14=0/900, 4-14=-416/0, 6-12=0/494, 6-11=-908/0, 9-11=0/1269, 9-17=-762/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FT13 2 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:Nie89BFK5eAlzpCjeVruIzyA3Up-uW6IchHaXXAYWN868lxI_Z6s3AdUzWkVLCt0JXyA2zC 3x6 FP 3x6 FP =3x4 =3x6 =3x6 =3x6 =1.5x4 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =4x8 =4x12 =1.5x4 =2x6 15 14 13 12 11 10 16 17 1 2 3 4 5 6 7 8 9 W2W1 BL1BL1T1 B2B1 T2 W3 0-3-0 2-3-0 1-11-0 0-3-0 16-5-0 16-2-0 16-2-0 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:31.4 Plate Offsets (X, Y):[9:0-4-8,Edge], [16:0-3-0,0-0-7] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL)-0.13 12-14 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.41 Vert(CT)-0.19 12-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT)0.02 17 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 77 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. REACTIONS (lb/size)15=734/ Mechanical, (min. 0-1-8), 17=723/0-3-0, (min. 0-1-8) 10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2052/0, 3-4=-2052/0, 4-5=-2416/0, 5-6=-2416/0, 6-7=-1174/0, 7-8=-1174/0, 8-9=-1174/0 BOT CHORD 14-15=0/1254, 13-14=0/2421, 12-13=0/2421, 11-12=0/1979 WEBS 2-15=-1407/0, 2-14=0/900, 4-14=-416/0, 6-12=0/494, 6-11=-908/0, 9-11=0/1269, 9-17=-762/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Refer to girder(s) for truss to truss connections. 3)Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 FT14 10 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:TQQBrOwWw7qNJbnGxpgFBSyA3IK-uW6IchHaXXAYWN868lxI_Z6s3AdUzWkVLCt0JXyA2zC 3x6 FP 3x6 FP =3x4 =3x6 =3x4 =3x6 =1.5x4 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =3x6 =3x10 =1.5x4 =2x6 15 14 13 12 11 10 16 1 2 3 4 5 6 7 8 9 W2W1 BL1BL1T1 B2B1 T2 W3 0-3-0 2-3-0 1-11-0 0-3-0 16-5-0 16-2-0 16-2-0 1-4-0 1-4-0 Scale = 1:30.8 Plate Offsets (X, Y):[9:0-4-8,Edge], [16:0-3-0,0-0-9] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 11 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 77 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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS All bearings 16-5-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 10, 15 except 11=349 (LC 1), 12=430 (LC 1), 14=462 (LC 1) 11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-14=-291/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Gable requires continuous bottom chord bearing. 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. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FT14GE 2 13731922Floor Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:v9Kk0wbiBrLfVzv_aVgrJmyA3G9-uW6IchHaXXAYWN868lxI_Z6_VAiQzfeVLCt0JXyA2zC =3x4 =3x6 =3x4 =3x6 =1.5x4 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =4x5 =4x6 =1.5x4 =2x6 13 12 11 10 9 14 15 1 2 3 4 5 6 7 8 W2W1 BL1BL1T1 B1 W3 0-3-0 2-3-0 0-5-0 0-3-0 14-11-0 14-8-0 14-8-0 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:33.6 Plate Offsets (X, Y):[8:0-1-8,Edge], [14:0-3-0,0-0-7] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL)-0.09 11-12 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.35 Vert(CT)-0.14 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT)0.02 15 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 72 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. REACTIONS (lb/size)13=665/ Mechanical, (min. 0-1-8), 15=654/0-3-0, (min. 0-1-8) 12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1788/0, 3-4=-1788/0, 4-5=-1891/0, 5-6=-1891/0, 6-7=-387/0, 7-8=-387/0 BOT CHORD 12-13=0/1120, 11-12=0/2026, 10-11=0/1325 WEBS 2-13=-1257/0, 2-12=0/753, 4-12=-269/0, 6-11=0/638, 6-10=-1058/0, 8-10=0/843, 8-15=-669/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Refer to girder(s) for truss to truss connections. 3)Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 FT15 10 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:iw3TrC1fNpbK0vdtTkyHUzyA3Pw-uW6IchHaXXAYWN868lxI_Z6xHAePza6VLCt0JXyA2zC =2x6 =3x6 24 23 22 21 20 19 18 17 16 15 14 13 25 1 2 3 4 5 6 7 8 9 10 11 12 ST1W1 W1 BL1BL1 T1 B1 0-3-0 0-3-0 14-11-0 14-8-0 14-8-0 1-4-0 1-4-0 Scale = 1:28.5 Plate Offsets (X, Y):[1:Edge,0-0-12], [24:Edge,0-0-12], [25:0-3-0,0-0-9] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 13 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 59 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. REACTIONS All bearings 14-11-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 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 Building Code section 2306.1 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 Job Truss Truss Type Qty Ply FT15GE 2 13731922Floor Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:rTKnALoIkZ10apsIjeUNesyA3HB-Mjghp1ICIrIP8XjJiTSXWnfAEZ3wi7efasdZrzyA2zB =1.5x4 =1.5x4 =3x6 =3x6 =1.5x4 =3x10 =3x4 =3x6 =1.5x4 =3x4 =3x10 =1.5x4 =3x10 =1.5x4 =2x6 13 12 11 10 9 15 16 14 1 2 3 4 5 6 7 8 W3W1 BL2BL2T1 B1 W2BL1 0-1-8 2-3-0 0-3-0 0-8-8 0-3-0 15-2-8 14-11-8 14-11-8 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:30.5 Plate Offsets (X, Y):[1:Edge,0-0-12], [8:0-4-8,Edge], [14:0-1-8,0-0-12], [15:0-3-0,0-0-9] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL)-0.10 11-12 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.35 Vert(CT)-0.14 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT)0.02 16 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 72 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. REACTIONS (lb/size)13=674/0-5-8, (min. 0-1-8), 16=667/0-3-0, (min. 0-1-8) 14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1429/0, 3-4=-1429/0, 4-5=-2122/0, 5-6=-2122/0, 6-7=-1206/0, 7-8=-1206/0 BOT CHORD 12-13=0/462, 11-12=0/1959, 10-11=0/1845 WEBS 8-10=0/1255, 6-10=-721/0, 6-11=0/313, 4-12=-598/0, 2-12=0/1090, 2-13=-815/0, 8-16=-712/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16. 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 FT16 6 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:ok8XZjGCEkGrbQcZJY9l2NyA3FI-Mjghp1ICIrIP8XjJiTSXWnf00Z_ii_5fasdZrzyA2zB 3x6 FP 3x6 FP =3x4 =3x4 =3x4 =3x6 =3x4 =3x6 =3x4 =3x6 =3x4 =4x5 =4x6 =2x6 22 21 20 19 18 17 16 15 14 24 25 231 2 3 4 5 6 7 8 9 10 11 12 13 W1 W2ST1ST1ST1 BL2BL2T1 B2 T2 B1 W3BL1 0-6-0 0-1-8 0-3-0 2-3-0 0-3-0 20-2-8 5-5-8 5-5-8 14-6-0 19-11-8 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:37 Plate Offsets (X, Y):[1:Edge,0-0-12], [13:0-1-8,Edge], [14:Edge,0-0-12], [23:0-1-8,0-0-12], [24:0-3-0,0-0-7] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL)-0.09 16-17 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.36 Vert(CT)-0.14 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.02 25 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 93 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. REACTIONS All bearings 5-5-8. except 25=0-3-0 (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 19, 20, 21, 22 except 18=801 (LC 1), 25=653 (LC 1) 15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-1757/0, 7-8=-1757/0, 8-9=-1898/0, 9-10=-1898/0, 10-11=-1898/0, 11-12=-427/0, 12-13=-427/0 BOT CHORD 17-18=0/1070, 16-17=0/2012, 15-16=0/1349 WEBS 6-18=-1196/0, 6-17=0/775, 8-17=-288/0, 11-16=0/620, 11-15=-1040/0, 13-15=0/837, 13-25=-668/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 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)Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 25. 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 FT17GE 2 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:SPVCwuR2OXV4kKXCUQPVTqyA3Dn-Mjghp1ICIrIP8XjJiTSXWnf6_Z_Wi1QfasdZrzyA2zB 3x6 FP 3x6 FP 3x6 FP 3x6 FP=1.5x4 =1.5x4 =3x6 =4x6 =1.5x4 =3x10 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =4x6 =3x6 =4x12 =1.5x4 =4x8 =3x4 =3x10 =4x6 =1.5x4 =3x10 =3x4 =1.5x4 =3x6 =3x6 =3x429282726252423222120 19 301 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 W3W1 B3 T1 B2 T2 B1 T3 W4W2BL1 0-1-8 2-3-0 1-0-4 2-2-12 11-10-4 34-0-0 22-1-12 22-1-12 1-4-0 1-4-0 Scale = 1:57 Plate Offsets (X, Y):[1:Edge,0-0-12], [19:Edge,0-1-8], [30:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL)-0.26 25-26 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.51 Vert(CT)-0.38 25-26 >694 360 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.05 22 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 159 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 6-0-0 oc bracing. REACTIONS (lb/size)19=202/0-3-8, (min. 0-1-8), 22=2048/0-3-8, (min. 0-1-8), 29=821/0-5-8, (min. 0-1-8) 16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1948/0, 3-4=-1948/0, 4-5=-3093/0, 5-6=-3093/0, 6-7=-2631/0, 7-8=-2631/0, 8-9=-560/0, 9-10=-560/0, 10-11=-560/0, 11-12=0/3157, 12-13=0/3157, 13-14=0/650, 14-15=0/650 BOT CHORD 28-29=0/752, 27-28=0/752, 26-27=0/2704, 25-26=0/3047, 24-25=0/1780, 23-24=-1094/0, 22-23=-1094/0, 21-22=-1708/0 WEBS 13-22=-1626/0, 13-21=0/1193, 15-21=-696/0, 15-20=0/299, 18-20=0/258, 11-22=-2314/0, 11-24=0/1866, 8-24=-1376/0, 8-25=0/961, 6-25=-469/0, 4-26=0/439, 4-27=-853/0, 2-27=0/1349, 2-29=-1091/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 3x6 MT20 unless otherwise indicated. 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. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FT18 9 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:T1gmKmg1NtLcz?KoTrEPcKyA3CB-uW6IchHaXXAYWN868lxI_Z6spAbrzS_VLCt0JXyA2zC 3x6 FP 3x6 FP 3x6 FP 3x6 FP=1.5x4 =1.5x4 =3x6 =4x6 =1.5x4 =3x10 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =4x6 =3x6 =4x12 =1.5x4 =4x8 =3x4 =3x10 =3x6 =1.5x4 =3x6 =3x4 =1.5x4 =3x6 =3x6 =3x4 Special 29 28 27 26 25 24 23 22 21 20 19 301 2 3 4 5 6 7 8 9 10 11 12 13 14 31 15 1617 18 W3W1 B3 T1 B2 T2 B1 T3 W4W2BL1 0-1-8 2-3-0 1-0-4 2-2-12 11-10-4 34-0-0 22-1-12 22-1-12 1-4-0 1-4-0 Scale = 1:57 Plate Offsets (X, Y):[1:Edge,0-0-12], [19:Edge,0-1-8], [30:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL)-0.26 25-26 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.57 Vert(CT)-0.39 25-26 >680 360 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT)0.05 22 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 159 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 6-0-0 oc bracing. REACTIONS (lb/size)19=131/0-3-4, (min. 0-1-8), 22=1928/0-3-8, (min. 0-1-8), 29=827/0-5-8, (min. 0-1-8) 17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1966/0, 3-4=-1966/0, 4-5=-3134/0, 5-6=-3134/0, 6-7=-2696/0, 7-8=-2696/0, 8-9=-649/0, 9-10=-649/0, 10-11=-649/0, 11-12=0/3047, 12-13=0/3047, 13-14=0/1001, 14-31=0/1001, 15-31=0/1001 BOT CHORD 28-29=0/758, 27-28=0/758, 26-27=0/2734, 25-26=0/3100, 24-25=0/1857, 23-24=-993/0, 22-23=-993/0, 21-22=-1811/0, 20-21=-324/0 WEBS 11-22=-2305/0, 11-24=0/1853, 8-24=-1363/0, 8-25=0/947, 6-25=-455/0, 4-26=0/452, 4-27=-867/0, 2-27=0/1363, 2-29=-1100/0, 13-22=-1388/0, 13-21=0/913, 15-21=-764/0, 15-20=0/471 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 3x6 MT20 unless otherwise indicated. 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. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 184 lb up at 27-4-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 19-29=-8, 1-18=-83 Concentrated Loads (lb) Vert: 31=184 (F) Job Truss Truss Type Qty Ply FT19GD 1 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:?ehfqsHObEeWzh8QOL78etyA3BP-uW6IchHaXXAYWN868lxI_Z6s6AbuzS5VLCt0JXyA2zC 3x6 FP =3x4 =2x6 =3x6 19 18 17 16 15 14 13 12 11 21 20 1 2 3 4 5 6 7 8 9 10 ST1W1 W1 BL2BL2 B1 T1 T2 BL1 0-1-8 0-3-0 0-3-0 16-3-0 16-0-0 16-0-0 1-4-0 1-4-0 Scale = 1:30.5 Plate Offsets (X, Y):[1:Edge,0-0-12], [20:0-1-8,0-0-12], [21:0-3-0,0-0-9] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 11 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 59 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. REACTIONS All bearings 16-3-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 19 18 18FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 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 2-0-0 oc. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 Job Truss Truss Type Qty Ply FT1GE 1 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:biLrixAJ7?QLERvvAvxrrWyA3kP-I5oREiJSqSY6NqthquU?bCkU4NkDA1yy1A6gwsyA2z9 M18AHS 3x10 FP 3x6 FP=1.5x4 =1.5x4 =3x6 =4x6 =3x10 =1.5x4 =3x4 =3x6 =1.5x4 =3x4 =1.5x4 =3x10 =3x6 =4x5 =4x12 =3x4 =2x6 17 16 15 14 13 12 1119 20 18 1 2 3 4 5 6 7 8 9 10 W2W1 BL2BL2T1 B2B1 T2 W3BL1 0-1-8 2-2-8 0-3-0 2-3-0 0-3-0 19-2-8 18-11-8 18-11-8 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:35.5 Plate Offsets (X, Y):[1:Edge,0-0-12], [9:0-1-8,Edge], [11:Edge,0-1-8], [12:0-1-8,Edge], [18:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL)-0.24 14 >954 480 M18AHS 169/162 TCDL 12.0 Lumber DOL 1.00 BC 0.55 Vert(CT)-0.34 13-14 >660 360 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.03 20 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 91 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. REACTIONS (lb/size)17=856/0-5-8, (min. 0-1-8), 20=844/0-3-0, (min. 0-1-8) 19 19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2544/0, 3-4=-2544/0, 4-5=-3393/0, 5-6=-3393/0, 6-7=-2634/0, 7-8=-2634/0, 8-9=-2634/0, 9-10=-1616/0 BOT CHORD 16-17=0/1501, 15-16=0/3155, 14-15=0/3155, 13-14=0/3198, 12-13=0/1616 WEBS 2-17=-1680/0, 2-16=0/1176, 4-16=-689/0, 4-14=0/269, 6-13=-636/0, 9-13=0/1142, 9-12=-717/0, 10-12=0/1628, 10-20=-935/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 FT2 16 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:cuc8FovmnlueHFGJcoHNZtyA40q-qvE30NIq38QFmhIVGAzm3_BFmzGnROOooWM7NQyA2zA M18AHS 3x10 FP 3x6 FP =1.5x4 =1.5x4 =3x6 =4x6 =1.5x4 =3x10 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =4x6 =3x6 =4x12 =1.5x4 =4x8 =3x4 =3x10 =4x8 =5x10 =5x6 24 23 22 21 20 19 18 17 16 251 2 3 4 5 6 7 8 9 10 11 12 13 1415 W3W1 B2 T1 T2 B1 W2 W4BL1 0-1-8 2-3-0 0-2-12 1-0-4 5-1-4 27-3-0 22-1-12 22-1-12 1-4-0 1-4-0 Scale = 1:46.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [15:0-1-8,Edge], [25:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL)-0.26 20-22 >999 480 M18AHS 169/162 TCDL 12.0 Lumber DOL 1.00 BC 0.51 Vert(CT)-0.38 20-22 >701 360 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.05 18 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 129 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: 18-19,17-18. REACTIONS (lb/size)16=-557/ Mechanical, (min. 0-1-8), 18=2200/0-3-8, (min. 0-1-8), 24=818/0-5-8, (min. 0-1-8) Max Uplift 16=-557 (LC 1) 20 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=0/533, 2-3=-1939/0, 3-4=-1939/0, 4-5=-3073/0, 5-6=-3073/0, 6-7=-2600/0, 7-8=-2600/0, 8-9=-518/0, 9-10=-518/0, 10-11=-518/0, 11-12=0/3209, 12-13=0/3209 BOT CHORD 23-24=0/749, 22-23=0/2690, 21-22=0/3021, 20-21=0/3021, 19-20=0/1743, 18-19=-1141/0, 17-18=-1468/0 WEBS 11-18=-2320/0, 11-19=0/1872, 8-19=-1382/0, 8-20=0/967, 6-20=-475/0, 4-22=0/432, 4-23=-847/0, 2-23=0/1343, 2-24=-1087/0, 13-18=-1953/0, 13-17=0/1501, 15-17=-490/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 557 lb uplift at joint 16. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FT20 4 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:?ehfqsHObEeWzh8QOL78etyA3BP-uW6IchHaXXAYWN868lxI_Z6sgAcvzSyVLCt0JXyA2zC M18AHS 3x10 FP 3x6 FP =1.5x4 =1.5x4 =3x6 =3x6 =3x10 =1.5x4 =3x4 =3x6 =1.5x4 =3x4 =1.5x4 =3x10 =3x6 =4x5 =4x12 =1.5x4 =2x6 17 16 15 14 13 12 11 19 20 18 1 2 3 4 5 6 7 8 9 10 W2W1 BL2BL2T1 B2B1 T2 W3BL1 0-1-8 1-10-8 0-3-02-3-0 0-3-0 18-9-0 18-6-0 18-6-0 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:34.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [9:0-1-8,Edge], [10:0-4-8,Edge], [12:0-1-8,Edge], [18:0-1-8,0-0-12], [19:0-3-0,0-0-7] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL)-0.22 14 >999 480 M18AHS 169/162 TCDL 12.0 Lumber DOL 1.00 BC 0.52 Vert(CT)-0.31 13-14 >712 360 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT)0.03 20 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 88 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. REACTIONS (lb/size)17=835/0-5-8, (min. 0-1-8), 20=829/0-3-0, (min. 0-1-8) 21 21FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2463/0, 3-4=-2463/0, 4-5=-3233/0, 5-6=-3233/0, 6-7=-2394/0, 7-8=-2394/0, 8-9=-2394/0, 9-10=-1336/0 BOT CHORD 16-17=0/1460, 15-16=0/3034, 14-15=0/3034, 13-14=0/2998, 12-13=0/1336 WEBS 2-17=-1634/0, 2-16=0/1131, 4-16=-645/0, 6-14=0/265, 6-13=-681/0, 9-13=0/1187, 9-12=-738/0, 10-12=0/1457, 10-20=-871/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 FT21 12 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:n4sgUIp2hGeViCMqKWvwHfyA39Q-uW6IchHaXXAYWN868lxI_Z6qyAbpzVFVLCt0JXyA2zC 3x6 FP 3x6 FP =3x4 =2x6 =3x6 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3433 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 ST1W1 W1 BL2BL2T1 B2 T2 B1 BL1 0-1-8 0-3-0 0-3-0 18-9-0 18-6-0 18-6-0 1-4-0 1-4-0 Scale = 1:34.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [33:0-1-8,0-0-12], [34:0-3-0,0-0-9] Loading (psf)Spacing 1-7-3 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 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 17 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 75 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. REACTIONS All bearings 18-9-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32 22 22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 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 Building Code section 2306.1 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 Job Truss Truss Type Qty Ply FT21GE 4 13731922Floor Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:5Vu1Dxj51J5sCjbEEmlVqUyA38F-uW6IchHaXXAYWN868lxI_Z6?oAjgzgPVLCt0JXyA2zC M18AHS 3x10 FP 3x6 FP =1.5x4 =1.5x4 =3x6 =3x6 =3x10 =1.5x4 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =3x10 =3x6 =4x5 =4x12 =1.5x4 =2x6 17 16 15 14 13 12 11 19 20 18 1 2 3 4 5 6 7 8 9 10 W2W1 BL2BL2T1 B2 T2 B1 W3BL1 0-1-8 0-10 -8 0-3-0 2-3-0 0-3-0 17-9-0 17-6-0 17-6-0 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:33.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [9:0-1-8,Edge], [10:0-4-8,Edge], [12:0-1-8,Edge], [18:0-1-8,0-0-12], [19:0-3-0,0-0-7] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL)-0.17 14-16 >999 480 M18AHS 169/162 TCDL 12.0 Lumber DOL 1.00 BC 0.46 Vert(CT)-0.25 14-16 >834 360 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.02 20 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 84 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. REACTIONS (lb/size)17=789/0-5-8, (min. 0-1-8), 20=783/0-3-0, (min. 0-1-8) 23 23FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2287/0, 3-4=-2287/0, 4-5=-2883/0, 5-6=-2883/0, 6-7=-1871/0, 7-8=-1871/0, 8-9=-1871/0, 9-10=-722/0 BOT CHORD 16-17=0/1371, 15-16=0/2771, 14-15=0/2771, 13-14=0/2561, 12-13=0/722 WEBS 2-17=-1534/0, 2-16=0/1033, 4-16=-547/0, 6-14=0/364, 6-13=-778/0, 9-13=0/1290, 9-12=-786/0, 10-12=0/1038, 10-20=-807/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 20. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FT22 6 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:dsOV8D7oGRFAfocafCrFfRyA37k-uW6IchHaXXAYWN868lxI_Z6v_AcdzWZVLCt0JXyA2zC 3x6 FP 3x6 FP 3x6 FP 3x6 FP =3x4 =3x4 =3x4 =3x4 Special 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 43 441234567891011121314154516171819202122 ST1 T1 T1 B2B2 W1 W1BL1BL1 B1 T2 0-1-8 0-1-8 38-0-0 38-0-0 1-4-0 1-4-0 Scale = 1:63 Plate Offsets (X, Y):[1:Edge,0-0-12], [43:0-1-8,0-0-12], [44:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horiz(TL)0.00 23 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 134 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. REACTIONS All bearings 38-0-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42 24 24FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 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 2-0-0 oc. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 184 lb up at 27-4-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 23-42=-8, 1-22=-83 Concentrated Loads (lb) Vert: 45=184 (F) Job Truss Truss Type Qty Ply FT22GE 2 13731922Floor Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:HiAuoyhfQa2eAs7QMsg1X8yA370-Mjghp1ICIrIP8XjJiTSXWnf9jZ3vi7OfasdZrzyA2zB =1.5x4 =3x4 =3x4 =3x4 =1.5x4 =1.5x4 =1.5x4 Special Special 7 6 5 1 8 2 9 3 4 W2W1 T1 B1 W3 1-3-0 0-8-8 3-6-8 3-6-8 1-4-0 1-4-0 Scale = 1:25 Plate Offsets (X, Y):[1:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL)0.01 6-7 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.09 Vert(CT)0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 19 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) BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)5=47/ Mechanical, (min. 0-1-8), 7=-43/ Mechanical, (min. 0-1-8) Max Uplift 5=-302 (LC 10), 7=-619 (LC 10) 25 25FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-49/279 BOT CHORD 6-7=-427/0 WEBS 2-7=0/580, 2-6=0/410, 3-6=-271/7 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Refer to girder(s) for truss to truss connections. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 5 and 619 lb uplift at joint 7. 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 549 lb up at 0-5-8, and 565 lb up at 2-0-11 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-7=-8, 1-4=-83 Concentrated Loads (lb) Vert: 8=152 (F), 9=156 (F) Job Truss Truss Type Qty Ply FT23GD 6 13731922Floor Girder Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:xIRBEN464FuSjWIfyq_pB7yA3yk-I5oREiJSqSY6NqthquU?bCkOVNjEAzyy1A6gwsyA2z9 =2x6 =3x6 16 15 14 13 12 11 10 9 17 1 2 3 4 5 6 7 8 ST1 W1W1 BL1BL1 T1 B1 0-3-0 0-3-0 8-8-8 8-5-8 8-5-8 1-4-0 1-4-0 Scale = 1:21.8 Plate Offsets (X, Y):[1:Edge,0-0-12], [16:Edge,0-0-12], [17:0-3-0,0-0-9] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 9 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 36 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. REACTIONS All bearings 8-8-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 9, 10, 11, 12, 13, 14, 15, 16 26 26FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 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 Building Code section 2306.1 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 Job Truss Truss Type Qty Ply FT2GE 2 13731922Floor Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:nTjRQwdLCh_u1j0umTNz81yA41B-qvE30NIq38QFmhIVGAzm3_BMizOCRauooWM7NQyA2zA =1.5x4 =1.5x4 =3x6 =3x4 =3x4 =3x4 =1.5x4 6 5 4 7 1 2 3 W2W1 B1 T1 W3BL1 0-1-8 1-5-0 1-3-0 4-3-8 4-3-8 1-4-0 1-4-0 Scale = 1:25.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [3:0-1-8,Edge], [7:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL)0.00 5 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.05 Vert(CT)0.00 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-P Weight: 23 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 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=187/0-3-8, (min. 0-1-8), 6=182/0-5-8, (min. 0-1-8) 27 27FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)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. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FT3 6 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:jaJnHoRxk451jPN?NpcS1tyA41Q-Mjghp1ICIrIP8XjJiTSXWnf8UZ3Li6vfasdZrzyA2zB 3x6 FP 3x6 FP =3x4 =1.5x4 =3x4 =4x6 =4x6 =5x8 =3x4 =4x8 =4x8 =1.5x4 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =3x6 =3x4 =3x6 =3x10 =1.5x4 =2x6 21 20 19 18 17 16 15 14 13 23 24 221 2 3 4 5 6 7 8 9 10 11 12 W1 W4 BL2BL2T1 B2 T2 B1 W5W3W2BL1 0-1-8 1-5-8 2-1-8 0-3-00-9-0 2-3-0 1-0-0 1-0-0 0-3-0 21-8-8 1-11-8 2-11-8 18-6-0 21-5-8 1-4-0 0-9-7 0-9-7 0-6-9 1-4-0 Scale = 1:39.3 Plate Offsets (X, Y):[11:0-1-8,Edge], [12:0-4-8,Edge], [14:0-1-8,Edge], [22:0-1-8,0-0-12], [23:0-3-0,0-0-9] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL)-0.15 15-16 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.40 Vert(CT)-0.22 15-16 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.01 24 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 107 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 6-0-0 oc bracing. REACTIONS (lb/size)19=2608/1-11-8, (min. 0-1-8), 20=-1370/1-11-8, (min. 0-1-8), 24=695/0-3-0, (min. 0-1-8) Max Uplift 20=-1370 (LC 1) 28 28FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/2158, 3-4=0/2162, 4-5=-829/0, 5-6=-829/0, 6-7=-2200/0, 7-8=-2200/0, 8-9=-1956/0, 9-10=-1956/0, 10-11=-1956/0, 11-12=-1207/0 BOT CHORD 18-19=-472/0, 17-18=-472/0, 16-17=0/1699, 15-16=0/2263, 14-15=0/1207 WEBS 2-20=0/1401, 4-19=-1899/0, 4-17=0/1468, 6-17=-981/0, 6-16=0/566, 8-15=-346/0, 11-15=0/841, 11-14=-586/0, 12-14=0/1273, 2-19=-2574/0, 12-24=-737/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 4-0-0 oc. 4)Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)MGT Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20. This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 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)MGT Huricane tie must have a 5/8" anchor bolt to adequate anchorage below. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FT4GE 2 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:owXiCRcL2sjQosi9lO88GoyA3nj-y8?YB?FK?wwqH3_k1Kvqu81V?MxBVbfDtuOvEfyA2zE 3x6 FP 3x6 FP 3x6 FP 3x6 FP=1.5x4 =1.5x4 =3x6 =3x4 =4x12 =1.5x4 =4x12 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =3x6 =3x6 =4x12 =1.5x4 =4x8 =3x4 =3x10 =3x6 =1.5x4 =3x10 =3x4 =1.5x4 =3x6 =3x6 =3x4 30 29 2827 26 25 24 23 22 21 20 19 311 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 W1 W4 T1 B2 T2 B3B1 T3 W3 W5W2BL1 0-1-8 2-2-122-3-4 0-9-0 2-3-0 0-2-12 1-2-12 1-0-0 1-0-0 11-10-4 34-0-0 20-11-0 22-1-12 1-4-0 1-4-0 Scale = 1:57 Plate Offsets (X, Y):[1:Edge,0-0-12], [19:Edge,0-1-8], [31:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL)-0.22 25-26 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.51 Vert(CT)-0.31 25-26 >803 360 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT)0.04 22 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 161 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 6-0-0 oc bracing. REACTIONS (lb/size)19=236/0-3-8, (min. 0-1-8), 22=1947/0-3-8, (min. 0-1-8), 29=1088/0-5-8, (min. 0-1-8) 29 29FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1248/0, 3-4=-1248/0, 4-5=-2653/0, 5-6=-2653/0, 6-7=-2445/0, 7-8=-2445/0, 8-9=-629/0, 9-10=-629/0, 10-11=-629/0, 11-12=0/2831, 12-13=0/2831, 13-14=0/454, 14-15=0/454, 15-16=-298/0, 16-17=-298/0, 17-18=-298/0 BOT CHORD 26-27=0/2134, 25-26=0/2733, 24-25=0/1721, 23-24=-898/0, 22-23=-898/0, 21-22=-1447/0 WEBS 2-29=-1063/0, 2-30=0/254, 11-22=-2169/0, 11-24=0/1723, 8-24=-1232/0, 8-25=0/817, 6-25=-326/0, 4-26=0/585, 4-27=-999/0, 2-27=0/1534, 13-22=-1553/0, 13-21=0/1120, 15-21=-623/0, 18-20=0/334 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)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. 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) 200 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 19-30=-8, 1-18=-83 Concentrated Loads (lb) Vert: 1=-200 (F) Job Truss Truss Type Qty Ply FT5 8 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:sWLX6ZS3e40Tew3v6gaOltyA4_q-QKZwOLGymD2hvDZwb2Q3RMZhpmGhE0tM6Y8Tn5yA2zD 3x6 FP 3x6 FP 3x6 FP 3x6 FP =1.5x4 =1.5x4 =3x6 =3x4 =4x12 =1.5x4 =4x12 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =3x6 =3x4 =4x12 =1.5x4 =4x8 =3x4 =3x10 =3x6 =3x4 =4x5 =4x5 =2x4 =3x4 =1.5x4 =3x6 =3x6 =3x4 Special 32 31 30 29 28 27 26 25 24 23 22 21 20 331 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 W1 W4 T3 B3 T1 B2B1 W3 W8 T2 W7W2W5W6BL1 0-5-5 0-1-8 2-2-122-3-4 0-9-0 1-8-32-3-0 0-2-12 1-2-12 1-0-0 1-0-0 11-10-4 34-0-0 20-11-0 22-1-12 1-4-0 1-4-0 Scale = 1:57 Plate Offsets (X, Y):[1:Edge,0-0-12], [15:0-1-8,Edge], [20:Edge,0-1-8], [23:0-1-8,Edge], [33:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL)-0.24 27-28 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.54 Vert(CT)-0.34 27-28 >740 360 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT)0.04 24 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 164 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 6-0-0 oc bracing. REACTIONS (lb/size)20=171/0-3-7, (min. 0-1-8), 24=1838/0-3-8, (min. 0-1-8), 31=1094/0-5-8, (min. 0-1-8) Max Uplift 20=-28 (LC 3) Max Grav 20=171 (LC 1), 24=1838 (LC 1), 31=1112 (LC 3) 30 30FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1297/0, 3-4=-1297/0, 4-5=-2795/0, 5-6=-2795/0, 6-7=-2679/0, 7-8=-2679/0, 8-9=-956/0, 9-10=-956/0, 10-11=-956/0, 11-12=-956/0, 12-13=0/2732, 13-14=0/2732, 14-15=0/1676, 15-16=0/1697, 16-17=0/1697 BOT CHORD 28-29=0/2229, 27-28=0/2921, 26-27=0/2002, 25-26=-809/0, 24-25=-809/0, 23-24=-1850/0, 22-23=-1676/0, 21-22=-931/0 WEBS 2-31=-1087/0, 2-32=0/254, 12-24=-2157/0, 12-26=0/1709, 8-26=-1220/0, 8-27=0/804, 6-27=-313/0, 4-28=0/638, 4-29=-1052/0, 2-29=0/1587, 14-24=-1328/0, 14-23=0/883, 15-23=-394/0, 17-22=-931/0, 17-21=0/794, 19-21=-254/188, 16-22=0/602, 15-22=-49/284 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20. This connection is for uplift only and does not consider lateral forces. 4)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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) 200 lb down at 0-2-4, and 685 lb up at 27-4-12 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 20-32=-8, 1-19=-83 Concentrated Loads (lb) Vert: 1=-200 (F), 16=168 (F) Job Truss Truss Type Qty Ply FT5GD 2 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:nvcjHx7tWGN8CaR5I?sNYAyA3jA-QKZwOLGymD2hvDZwb2Q3RMZh9mFAE0_M6Y8Tn5yA2zD M18AHS 3x10 FP 3x6 FP =1.5x4 =1.5x4 =3x6 =3x4 =4x12 =1.5x4 =4x12 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =3x6 =3x6 =4x12 =1.5x4 =4x8 =3x4 =3x10 =4x6 =4x12 =3x6 23 22 21 20 19 18 17 16 15 241 2 3 4 5 6 7 8 9 10 11 12 13 14 W1 W4 T1 B2B1 T2 W3 W5W2BL1 0-1-8 2-2-12 2-3-4 0-9-0 2-3-0 0-2-12 1-2-12 1-0-0 1-0-0 5-1-4 27-3-0 20-11-0 22-1-12 1-4-0 1-4-0 Scale = 1:46.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [15:Edge,0-1-8], [24:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL)-0.22 18-20 >999 480 M18AHS 169/162 TCDL 12.0 Lumber DOL 1.00 BC 0.51 Vert(CT)-0.31 18-20 >803 360 MT20 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT)0.04 16 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 133 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 6-0-0 oc bracing. REACTIONS (lb/size)15=-499/ Mechanical, (min. 0-1-8), 16=2055/0-3-8, (min. 0-1-8), 22=1088/0-5-8, (min. 0-1-8) Max Uplift 15=-499 (LC 1) 31 31FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1249/0, 3-4=-1249/0, 4-5=-2655/0, 5-6=-2655/0, 6-7=-2449/0, 7-8=-2449/0, 8-9=-634/0, 9-10=-634/0, 10-11=-634/0, 11-12=0/2822, 12-13=0/2822 BOT CHORD 20-21=0/2136, 19-20=0/2737, 18-19=0/2737, 17-18=0/1726, 16-17=-889/0, 15-16=-1220/0 WEBS 2-22=-1063/0, 2-23=0/254, 11-16=-2169/0, 11-17=0/1718, 8-17=-1232/0, 8-18=0/816, 6-18=-325/0, 4-20=0/586, 4-21=-1000/0, 2-21=0/1535, 13-16=-1798/0, 13-15=0/1357 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 499 lb uplift at joint 15. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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) 200 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-23=-8, 1-14=-83 Concentrated Loads (lb) Vert: 1=-200 (F) Job Truss Truss Type Qty Ply FT6 4 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:e7wG3YNkkRbhmctWZeyCqvyA3ze-qvE30NIq38QFmhIVGAzm3_BCGzHORNgooWM7NQyA2zA 3x6 FP 3x6 FP 3x6 FP 3x6 FP =3x4 =3x4 =3x6 =3x6 =3x4 =3x4 Special 47 46 45 44 4342 41 40 39 38 37 36 35 3433 32 31 30 29 28 27 26 2550 48 4912345678910111213141516175118192021222324 ST2 W1W1W1W1 B2B2 BL1 BL1 T1 T2 T3 B1 W2 W3ST1 0-1-8 1-2-4 0-1-8 2-3-0 2-6-0 2-6-0 37-0-0 39-6-0 1-4-0 1-4-0 Scale = 1:65.2 Plate Offsets (X, Y):[45:0-1-8,Edge], [48:0-1-8,0-0-12], [49:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.05 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horiz(TL)0.00 45 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 148 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: 46-47,45-46. REACTIONS All bearings 37-0-0. (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) except 30=-182 (LC 3), 31=-274 (LC 3), 45=-399 (LC 3) Max Grav All reactions 250 (lb) or less at joint(s) 25, 26, 27, 28, 30, 31, 33, 35, 36, 37, 38, 39, 40, 41, 42, 44, 45 except 29=263 (LC 3), 32=273 (LC 3), 46=1029 (LC 3) 32 32FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/586, 2-3=0/586 BOT CHORD 45-46=-586/0 WEBS 3-46=-687/0, 16-32=-257/0, 17-31=-54/290, 1-50=-650/0, 46-50=-664/0, 3-45=0/782 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 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 2-0-0 oc. 5)HGA10KT Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 45, 31, and 30. This connection is for uplift only and does not consider lateral forces. 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)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) 200 lb down at 0-2-4, and 685 lb up at 28-10-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 25-47=-8, 1-24=-83 Concentrated Loads (lb) Vert: 1=-200 (F), 51=168 (F) Job Truss Truss Type Qty Ply FT8GE 4 13731922Floor Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:?SMHyJSBY4wwZRlpqYZJUtyA3yE-qvE30NIq38QFmhIVGAzm3_B8XzOaRU5ooWM7NQyA2zA M18AHS 3x10 FP 3x6 FP =3x4 =1.5x4 =3x4 =3x6 =4x6 =1.5x4 =4x8 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 =3x6 =3x4 =4x12 =1.5x4 =4x8 =3x4 =3x10 =4x5 =1.5x4 =3x10 =3x6 =3x4 25 24 23 22 21 20 19 18 17 16 261 2 3 4 5 6 7 8 9 10 11 12 13 14 15 W1 W4 W5 W5 B2 T1 T2 B1 W3W2 W6BL1 0-1-8 0-11-8 1-9-141-9-4 1-3-0 1-9-142-3-0 0-2-12 1-8-12 1-6-0 1-6-0 5-1-4 27-3-0 20-5-0 22-1-12 1-4-0 1-4-0 Scale = 1:46.9 Plate Offsets (X, Y):[16:Edge,0-1-8], [26:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL)-0.19 20-22 >999 480 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.47 Vert(CT)-0.28 20-22 >892 360 M18AHS 169/162 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT)0.03 18 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-S Weight: 132 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 6-0-0 oc bracing. REACTIONS (lb/size)16=-445/ Mechanical, (min. 0-1-8), 18=1980/0-3-8, (min. 0-1-8), 24=1121/0-5-8, (min. 0-1-8) Max Uplift 16=-445 (LC 1) 33 33FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=0/447, 1-2=0/286, 2-3=-849/0, 3-4=-849/0, 4-5=-2384/0, 5-6=-2384/0, 6-7=-2302/0, 7-8=-2302/0, 8-9=-613/0, 9-10=-613/0, 10-11=-613/0, 11-12=0/2715, 12-13=0/2713, 13-14=0/452, 14-15=0/452 BOT CHORD 23-24=-286/0, 22-23=0/1804, 21-22=0/2528, 20-21=0/2528, 19-20=0/1642, 18-19=-849/0, 17-18=-1444/0 WEBS 2-24=-862/0, 1-24=-374/0, 11-18=-2096/0, 11-19=0/1650, 8-19=-1161/0, 8-20=0/745, 6-20=-254/0, 4-22=0/654, 4-23=-1078/0, 2-23=0/1334, 13-18=-1491/0, 13-17=0/1178, 15-17=-658/0 NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 445 lb uplift at joint 16. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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) 200 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 16-25=-8, 1-15=-83 Concentrated Loads (lb) Vert: 1=-200 (F) Job Truss Truss Type Qty Ply FT9 4 13731922Floor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:cayQ?QUxDOzD550v663Tl5yA3vd-uW6IchHaXXAYWN868lxI_Z6tDAcTzTjVLCt0JXyA2zC 3x6 FP =3x4 =2x6 =3x6 27 26 25 24 23 22 21 20 19 18 17 16 15 29 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ST1W1 W1 BL2BL2 B1 T1 T2 BL1 0-1-8 0-3-0 0-3-0 16-3-0 16-0-0 16-0-0 1-4-0 1-4-0 Scale = 1:30.5 Plate Offsets (X, Y):[1:Edge,0-0-12], [28:0-1-8,0-0-12], [29:0-3-0,0-0-9] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 12.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 15 n/a n/a BCDL 5.0 Code IBC2018/TPI2014 Matrix-R Weight: 65 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. REACTIONS All bearings 16-3-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 34 34FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform floor live load only, except as noted. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 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 Building Code section 2306.1 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 Job Truss Truss Type Qty Ply FTGE 1 13731922Floor Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:11:16 Page: 1 ID:WltLHvFPMTIiWb1DHIs0BiyA44F-QKZwOLGymD2hvDZwb2Q3RMZqjmNRED8M6Y8Tn5yA2zD