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HomeMy WebLinkAboutFLOOR TRUSSES - 22-00385 - Tri-Steel - Commercial Shop229345 Pedro 1/11/23 Hardware: 17 LUS46 229345 Pedro 1/11/23 Hardware: 17 LUS46 C0 1 E D0 1 E F0 8 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 4 F0 4 F0 4 F0 4 F0 4 F0 3 F0 3 F0 3 F0 3 F0 3 F0 3 F0 7 F0 5 F0 7 F0 5 F0 7 F0 5 C0 1 E B0 1 E F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 6 F0 6 F0 6 F0 6 F0 6 F0 6 F0 6 F0 6 F0 1 F0 1 F0 1 F0 1 F0 1 F0 1 C0 1 E D0 1 E F0 8 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 4 F0 4 F0 4 F0 4 F0 4 F0 3 F0 3 F0 3 F0 3 F0 3 F0 3 F0 7 F0 5 F0 7 F0 5 F0 7 F0 5 C0 1 E B0 1 E F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 2 F0 6 F0 6 F0 6 F0 6 F0 6 F0 6 F0 6 F0 6 F0 1 F0 1 F0 1 F0 1 F0 1 F0 1 Job 229345 Truss B01E Truss Type Floor Supported Gable Qty 1 Ply 1 Tri Steel Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Wed Jan 11 12:05:47 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:L0s0hqxxjqZLZkqB6r857Uy6SMt-0wIWmr86MeTYbHd2EnRgLbM53gytYIcpYe8ihWzwQFo Scale = 1:46.7 B1 BL1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 B2 T21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 49 50 3x4 3x6 FP 3x4 3x6 FP 28-8-4 28-8-4 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 0- 1 - 8 0-1-8 0-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [49:0-1-8,0-0-12], [50:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 25 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 119 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(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 28-8-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 48, 25, 47, 46, 45, 44, 43, 42, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26 FORCES.(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) 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 1-4-0 oc. 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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 229345 Truss C01E Truss Type Floor Supported Gable Qty 2 Ply 1 Tri Steel Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Wed Jan 11 12:05:49 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:L0s0hqxxjqZLZkqB6r857Uy6SMt-zJQGBX9MuGjGqbnQLCT8Q0SRSUeI0C55?ydplOzwQFm Scale = 1:39.4 B1 BL1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 B2 T21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 42 43 3x4 3x6 FP 3x5 3x6 FP 24-4-0 24-4-0 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 0- 1 - 8 0-1-8 0-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [42:0-1-8,0-0-12], [43:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 22 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 102 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(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 24-4-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 41, 22, 40, 39, 38, 37, 36, 35, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23 FORCES.(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) 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 1-4-0 oc. 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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 229345 Truss D01E Truss Type Floor Supported Gable Qty 1 Ply 1 Tri Steel Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Wed Jan 11 12:05:50 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:L0s0hqxxjqZLZkqB6r857Uy6SMt-RV_eOtA?fZr7SlMdvw_NzD_cMu_dlfMFEcMMIrzwQFl Scale = 1:32.3 B1 BL1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 B2 T21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 34 35 3x4 3x4 3x6 FP 3x4 3x6 FP 19-11-12 19-11-12 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 0- 1 - 8 0-1-8 0-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [34:0-1-8,0-0-12], [35:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(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 19-11-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 33, 18, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 FORCES.(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) 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 1-4-0 oc. 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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 229345 Truss F01 Truss Type Floor Qty 6 Ply 1 Tri Steel Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Wed Jan 11 12:05:52 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:L0s0hqxxjqZLZkqB6r857Uy6SMt-Nu5PpZCFBB6rh3W?1L1r2e4rdhZtDQqYhwrTMjzwQFj Scale = 1:46.4 B1 BL1 BL1 T1 W3 W3 W4 W4 B2 T21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 25 24 23 22 21 20 19 18 17 26 27 3x6 3x6 FP 3x8 3x5 4x8 3x8 4x8 3x6 FP 4x5 4x5 4x5 4x5 3x5 3x6 3x4 3x4 3x4 17-8-4 17-8-4 28-8-4 11-0-0 2-5-4 0-5-8 1-4-0 0-5-8 2-1-6 1-4-0 2-1-6 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 0- 1 - 8 0-1-8 0-1-8 0-1-8 0-1-8 0-1-8 0-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [18:0-1-8,Edge], [19:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [26:0-1-8,0-0-12], [27:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.47 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.20 0.04 (loc) 23-24 23-24 17 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 135 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 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) 25=845/0-3-8 (min. 0-1-8), 20=1863/0-3-8 (min. 0-1-8), 17=407/0-1-12 (min. 0-1-8) Max Grav25=867(LC 10), 20=1863(LC 1), 17=517(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2239/0, 3-4=-2239/0, 4-5=-2471/0, 5-6=-2471/0, 6-7=-2471/0, 7-8=-1701/0, 8-9=-1693/0, 9-10=0/1509, 10-11=0/1509, 11-12=0/1509, 12-13=-887/298, 13-14=-887/298, 14-15=-887/298 BOT CHORD 24-25=0/1394, 23-24=0/2529, 22-23=0/2471, 21-22=0/2371, 20-21=-107/516, 19-20=-745/408, 18-19=-298/887, 17-18=-69/742 WEBS 11-20=-281/0, 2-25=-1577/0, 9-20=-1922/0, 2-24=0/963, 9-21=0/1412, 8-21=-263/0, 4-24=-359/0, 7-21=-831/0, 4-23=-456/222, 7-22=-49/628, 5-23=-179/362, 6-22=-490/48, 12-20=-1292/0, 15-17=-837/79, 12-19=0/849, 15-18=-272/172, 13-19=-357/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17. 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 10-0-0 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 229345 Truss F02 Truss Type Floor Qty 20 Ply 1 Tri Steel Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Wed Jan 11 12:05:53 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:L0s0hqxxjqZLZkqB6r857Uy6SMt-r4fn1uCtyUEiJC4Ba2Y4asczR5pSyqBhwab0vAzwQFi Scale = 1:39.0 B1 BL1 BL1 T1 W3 W3 B2 T2 O1 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 3x10 MT20HS FP 3x5 WB 3x8 3x6 FP4x8 3x8 4x8 4x10 4x10 3x4 3x4 3x6 3x6 3x4 3x4 24-4-0 24-4-0 2-5-4 1-1-8 1-4-0 1-1-8 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 0- 1 - 8 0-1-8 0-1-8 0-1-8 0-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [6:0-1-8,Edge], [7:0-1-8,Edge], [23:0-1-8,0-0-12], [24:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.90 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.52 -0.72 0.12 (loc) 17-18 17-18 14 l/defl >552 >401 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 117 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 22=1318/0-5-0 (min. 0-1-8), 14=1318/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3893/0, 3-4=-3893/0, 4-5=-5662/0, 5-6=-5662/0, 6-7=-5771/0, 7-8=-5662/0, 8-9=-5662/0, 9-10=-5662/0, 10-11=-3893/0, 11-12=-3893/0 BOT CHORD 21-22=0/2233, 20-21=0/5017, 19-20=0/5017, 18-19=0/5771, 17-18=0/5771, 16-17=0/5771, 15-16=0/5017, 14-15=0/2233 WEBS 2-22=-2529/0, 12-14=-2529/0, 2-21=0/1894, 12-15=0/1894, 4-21=-1282/0, 10-15=-1282/0, 4-19=0/756, 5-19=-279/53, 10-16=0/756, 8-16=-279/53, 6-19=-603/317, 7-16=-603/317 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 20 = 11% 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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 229345 Truss F03 Truss Type Floor Qty 6 Ply 1 Tri Steel Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Wed Jan 11 12:05:55 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:L0s0hqxxjqZLZkqB6r857Uy6SMt-nSnXRaE7T6UQYWEaiTaYgHiMhvYYQne_Ou47z2zwQFg Scale: 3/8"=1' B1 BL1 BL1 T1 W3 W3 B2 T21 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x6 FP3x6 3x6 FP4x8 3x6 4x8 4x8 4x8 3x4 3x4 3x4 3x4 19-11-12 19-11-12 2-5-4 1-6-2 1-4-0 1-6-2 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 0- 1 - 8 0-1-8 0-1-8 0-1-8 0-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-0-12], [20:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.60 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.34 0.07 (loc) 14-15 14-15 12 l/defl >955 >697 n/a L/d 480 360 n/a PLATES MT20 Weight: 94 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 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) 18=1079/0-1-12 (min. 0-1-8), 12=1079/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3015/0, 3-4=-3015/0, 4-5=-3874/0, 5-6=-3874/0, 6-7=-3874/0, 7-8=-3015/0, 8-9=-3015/0, 9-10=-3015/0 BOT CHORD 17-18=0/1787, 16-17=0/1787, 15-16=0/3694, 14-15=0/3874, 13-14=0/3694, 12-13=0/1787 WEBS 2-18=-2022/0, 10-12=-2022/0, 2-16=0/1402, 10-13=0/1402, 4-16=-775/0, 7-13=-775/0, 4-15=-133/545, 7-14=-133/545, 5-15=-267/40, 6-14=-267/40 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 18. 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 10-0-0 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 229345 Truss F04 Truss Type Floor Qty 5 Ply 1 Tri Steel Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Wed Jan 11 12:05:57 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:L0s0hqxxjqZLZkqB6r857Uy6SMt-krvIsGGO?jk7oqOzpud0linkHiJzulEHrCZE2xzwQFe Scale = 1:30.7 B1 BL1 BL1 T1 W3 W3 W4 W4 B2 T21 2 3 4 5 6 7 8 910 11 12 20 19 18 17 16 15 14 13 21 22 3x6 FP3x6 3x6 FP 3x5 3x4 3x4 3x4 3x4 3x4 3x6 3x4 3x4 3x4 11-3-4 11-3-4 19-2-0 7-10-12 2-5-4 2-3-0 1-4-0 2-3-0 0-6-12 1-4-0 0-6-12 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 0- 1 - 8 0-1-8 0-1-8 0-1-8 0-1-8 0-1-8 0-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], [15:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [21:0-1-8,0-0-12], [22:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.28 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 0.01 (loc) 18-20 18-20 13 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 92 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 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: 15-16. REACTIONS.(lb/size) 20=560/0-3-8 (min. 0-1-8), 16=1154/0-3-8 (min. 0-1-8), 13=354/0-3-8 (min. 0-1-8) Max Grav20=573(LC 10), 16=1154(LC 1), 13=405(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1111/0, 3-4=-1111/0, 4-5=-1111/0, 5-6=0/430, 6-7=0/430, 7-8=-545/0, 8-9=-545/0, 9-10=-545/0, 10-11=-545/0 BOT CHORD 19-20=0/848, 18-19=0/848, 17-18=0/1111, 16-17=0/678, 15-16=-61/495, 14-15=0/545, 13-14=0/543 WEBS 6-16=-273/0, 2-20=-957/0, 5-16=-1055/0, 2-18=0/314, 5-17=0/556, 7-16=-747/0, 11-13=-611/0, 7-15=0/365, 8-15=-284/0 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 10-0-0 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 229345 Truss F05 Truss Type Floor Qty 3 Ply 1 Tri Steel Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Wed Jan 11 12:05:58 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:L0s0hqxxjqZLZkqB6r857Uy6SMt-C1Tg4cG0m1s_P_z9Nb8FHvKw46fRdCbQ4sInaNzwQFd Scale = 1:31.1 B1 W1 BL1 T1 W3 W3 W4 W4 B2 T21 2 3 4 5 6 7 8 910 11 12 20 19 18 17 16 15 14 13 21 3x6 FP 1.5x4 1.5x4 1.5x4 3x6 FP 3x5 1.5x4 1.5x4 1.5x4 3x6 1.5x4 1.5x4 10-11-12 10-11-12 18-10-8 7-10-12 2-5-4 2-2-0 1-4-0 2-2-0 0-6-12 1-4-0 0-6-12 0-1-8 1- 6 - 0 1- 6 - 0 0- 1 - 8 0-1-8 0-1-8 0-1-8 0-1-8 0-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], [15:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [21:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.25 0.27 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.01 (loc) 18-20 18-20 13 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 90 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 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: 15-16. REACTIONS.(lb/size) 16=1139/0-3-8 (min. 0-1-8), 20=554/Mechanical, 13=356/0-3-8 (min. 0-1-8) Max Grav16=1139(LC 1), 20=567(LC 10), 13=405(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1065/0, 3-4=-1065/0, 4-5=-1065/0, 5-6=0/416, 6-7=0/416, 7-8=-544/0, 8-9=-544/0, 9-10=-544/0, 10-11=-544/0 BOT CHORD 19-20=0/812, 18-19=0/812, 17-18=0/1065, 16-17=0/664, 15-16=-55/494, 14-15=0/544, 13-14=0/542 WEBS 6-16=-274/0, 2-20=-927/0, 5-16=-1028/0, 2-18=0/305, 5-17=0/524, 7-16=-741/0, 11-13=-610/0, 7-15=0/361, 8-15=-281/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 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 10-0-0 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 229345 Truss F06 Truss Type Floor Qty 8 Ply 1 Tri Steel Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Wed Jan 11 12:06:00 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:L0s0hqxxjqZLZkqB6r857Uy6SMt-8QaQVIIGIe6ifH7YV0AjMKPGpwIn55UjX9nueGzwQFb Scale: 1/2"=1' B1 BL1 W1 T1 W2 W2W2 W2W3 W3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 1.5x4 3x6 1.5x4 1.5x4 3x4 3x4 3x4 3x6 1.5x4 3x6 1.5x4 3x4 3x4 1.5x4 1.5x4 14-8-8 14-8-8 2-5-4 1-4-8 1-4-0 1-4-8 0-1-8 1- 6 - 0 1- 6 - 0 0- 1 - 8 0-1-8 0-1-8 0-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [15:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.40 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.11 0.03 (loc) 12 11-12 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 71 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 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) 14=792/0-3-8 (min. 0-1-8), 9=799/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1951/0, 3-4=-1951/0, 4-5=-2090/0, 5-6=-1939/0, 6-7=-1939/0 BOT CHORD 13-14=0/1257, 12-13=0/2090, 11-12=0/2090, 10-11=0/2090, 9-10=0/1234 WEBS 2-14=-1422/0, 7-9=-1409/0, 2-13=0/791, 7-10=0/804, 4-13=-399/82, 5-10=-410/70 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 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 10-0-0 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 229345 Truss F07 Truss Type Floor Qty 3 Ply 1 Tri Steel Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Wed Jan 11 12:06:01 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:L0s0hqxxjqZLZkqB6r857Uy6SMt-cc8oieJu3yEZGRik2khyvYxRaKeCqYssmpXSBizwQFa Scale: 1/2"=1' B1 W1 W1 T1 W2 W2W2 W2W3 W3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 1.5x4 1.5x4 3x4 3x4 3x4 3x4 3x6 1.5x4 3x6 1.5x4 3x4 3x4 1.5x4 1.5x4 14-6-0 14-6-0 2-5-4 1-4-0 1-4-0 1-4-0 1- 6 - 0 1- 6 - 0 0- 1 - 8 0-1-8 0-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.39 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.11 0.03 (loc) 12 11-12 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 69 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 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) 14=791/Mechanical, 9=791/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1910/0, 3-4=-1910/0, 4-5=-2048/0, 5-6=-1910/0, 6-7=-1910/0 BOT CHORD 13-14=0/1220, 12-13=0/2048, 11-12=0/2048, 10-11=0/2048, 9-10=0/1220 WEBS 2-14=-1392/0, 7-9=-1392/0, 2-13=0/787, 7-10=0/787, 4-13=-396/78, 5-10=-396/78 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 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 10-0-0 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 229345 Truss F08 Truss Type Floor Qty 1 Ply 1 Tri Steel Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Wed Jan 11 12:06:02 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:L0s0hqxxjqZLZkqB6r857Uy6SMt-4piBvzJWqFMQubGwcRCBSlUdvj3uZ3W0?TG?j8zwQFZ Scale = 1:13.4 B1 BL1 W1 W1 T1 W2 W2 1 2 3 4 8 7 6 5 9 1.5x4 3x6 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 5-5-8 5-5-8 1-9-0 1-4-0 0-1-8 1- 6 - 0 1- 6 - 0 0- 1 - 8 0-1-8 0-1-8 0-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [9:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.14 0.11 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 29 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=284/0-5-0 (min. 0-1-8), 5=290/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/0 BOT CHORD 7-8=0/278, 6-7=0/278, 5-6=0/278 WEBS 2-8=-337/0, 3-5=-345/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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