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HomeMy WebLinkAboutS200.2Job J20003403 Truss F01 Truss Type Floor Qty 13 Ply 1 McKenzie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 15:54:43 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-tO8I2XDc7A5Piq?xQDiR70aH9AukHxeCQ05IYxyy6pw Scale = 1:37.9 B1 BL1 W1 T1 B2 T21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 29 3x8 MT18HS FP 2x4 4x6 2x4 4x6 2x43x6 FP 5x6 5x6 5x8 5x8 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 2x4 2x4 23-3-4 23-3-4 1-6-0 0-10-12 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,Edge], [17:0-1-8,Edge], [18:Edge,0-1-8], [22:0-1-8,0-0-0], [23:0-1-8,Edge], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.76 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.31 0.07 (loc) 23 23 18 l/defl >999 >897 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 113 lb FT = 20%F, 11%E GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* BL1,W1: 2x4 SP No.3(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) 28=919/0-5-12 (min. 0-1-8), 18=923/0-2-12 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1364/0, 3-4=-1364/0, 4-5=-2267/0, 5-6=-2267/0, 6-7=-2755/0, 7-8=-2755/0, 8-9=-2838/0, 9-10=-2749/0, 10-11=-2749/0, 11-12=-2749/0, 12-13=-2253/0, 13-14=-2253/0, 14-15=-1342/0, 15-16=-1342/0 BOT CHORD 27-28=0/746, 26-27=0/1860, 25-26=0/2555, 24-25=0/2555, 23-24=0/2838, 22-23=0/2838, 21-22=0/2838, 20-21=0/2545, 19-20=0/1842, 18-19=0/720 WEBS 16-18=-1125/0, 2-28=-1137/0, 16-19=0/971, 2-27=0/965, 14-19=-782/0, 4-27=-775/0, 14-20=0/642, 4-26=0/636, 12-20=-456/0, 6-26=-449/0, 12-21=0/320, 6-24=0/315, 9-21=-341/127, 8-24=-334/133 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates 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. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 08/03/20 William Hohlt Job J20003403 Truss F02 Truss Type Floor Qty 3 Ply 1 McKenzie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 15:54:44 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-LaigFtEEuTDGJ_a7_xDggD7T8aKz0RGLfgrs4Oyy6pv Scale = 1:23.7 B1 W1 W3 T2T1 W2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 2x4 2x44x6 4x6 4x6 4x6 4x6 4x6 4x6 2x4 2x4 3x4 3x4 3x4 3x4 2x4 2x4 0-3-12 0-3-12 3-3-12 3-0-0 14-5-12 11-2-0 1-3-0 1-6-0 1-6-8 0-3-12 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [10:0-1-8,Edge], [11:Edge,0-1-8], [13:0-1-8,Edge], [14:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.37 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.01 (loc) 12-13 12-13 11 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 70 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* W1,W3: 2x4 SP No.3(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) 1=562/0-3-8 (min. 0-1-8), 11=562/0-2-12 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-381/0, 2-3=-717/0, 3-4=-717/0, 4-5=-1046/0, 5-6=-1046/0, 6-7=-1046/0, 7-8=-741/0, 8-9=-741/0 BOT CHORD 15-16=0/379, 14-15=0/924, 13-14=0/1046, 12-13=0/938, 11-12=0/420 WEBS 2-16=-482/0, 1-16=0/628, 9-11=-656/0, 2-15=0/515, 9-12=0/501, 4-15=-323/0, 7-12=-309/0, 4-14=0/289, 7-13=0/272 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 08/03/20 William Hohlt Job J20003403 Truss F03 Truss Type Floor Qty 12 Ply 1 McKenzie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 15:54:45 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-pmG3TDFsfnL7x89JXekvCRfgszfwluYVuKaPcqyy6pu Scale = 1:26.9 B1 W1 BL1 T1 W3 B2 T21 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 3x6 FP 2x4 2x4 2x4 3x6 FP 4x6 4x6 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 2x4 2x4 16-7-4 16-7-4 1-6-0 1-5-12 0-6-0 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-8,Edge], [14:Edge,0-1-8], [17:0-1-8,Edge], [18:0-1-8,Edge], [22:Edge,0-1-8], [23:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.39 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 0.03 (loc) 18 18 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 83 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* W1,BL1: 2x4 SP No.3(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=653/0-3-8 (min. 0-1-8), 22=657/0-2-12 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-898/0, 3-4=-898/0, 4-5=-1365/0, 5-6=-1365/0, 6-7=-1438/0, 7-8=-1370/0, 8-9=-1370/0, 9-10=-912/0, 10-11=-912/0, 11-12=-912/0 BOT CHORD 21-22=0/499, 20-21=0/1175, 19-20=0/1175, 18-19=0/1438, 17-18=0/1438, 16-17=0/1438, 15-16=0/1185, 14-15=0/516 WEBS 12-14=-785/0, 2-22=-779/0, 12-15=0/619, 2-21=0/624, 9-15=-426/0, 4-21=-433/0, 9-16=0/290, 4-19=0/296 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 22. 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 08/03/20 William Hohlt Job J20003403 Truss F04 Truss Type Floor Qty 4 Ply 1 McKenzie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 15:54:47 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-m9OptvG7BObrASJif3nNHsl0NnLWDo9nLd3Whjyy6ps Scale = 1:26.6 B1 W1 W1 T1 W3 B2 T21 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 3x6 FP 2x4 4x6 2x43x6 FP 4x6 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 2x4 2x4 16-3-12 16-3-12 1-6-0 1-3-12 0-6-0 2-0-02-0-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-8,Edge], [14:Edge,0-1-8], [17:0-1-8,0-0-0], [18:0-1-8,Edge], [22:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.12 0.38 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.03 (loc) 17 17 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 80 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* W1: 2x4 SP No.3(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=648/Mechanical, 22=648/0-2-12 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-883/0, 3-4=-883/0, 4-5=-1333/0, 5-6=-1333/0, 6-7=-1398/0, 7-8=-1335/0, 8-9=-1335/0, 9-10=-883/0, 10-11=-883/0, 11-12=-883/0 BOT CHORD 21-22=0/491, 20-21=0/1153, 19-20=0/1153, 18-19=0/1398, 17-18=0/1398, 16-17=0/1398, 15-16=0/1153, 14-15=0/491 WEBS 12-14=-767/0, 2-22=-767/0, 12-15=0/613, 2-21=0/612, 9-15=-421/0, 4-21=-421/0, 9-16=0/285, 4-19=0/281 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 22. 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 08/03/20 William Hohlt Job J20003403 Truss FE01 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 15:54:48 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-ELyB5FHlyijiobuuDnIcq3HCLBmayL4xaHp3D9yy6pr Scale = 1:37.5 B1 BL1 W1 T1 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 1920 40 39 38 37 36 3534 33 32 31 30 29 28 27 26 25 24 23 2221 41 3x4 3x6 FP 2x4 2x4 2x4 2x43x6 FP 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-0-8 23-0-8 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [20:0-1-8,Edge], [21:0-1-8,Edge], [41:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 104 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(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 23-0-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 40, 39, 38, 37, 36, 35, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 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 08/03/20 William Hohlt Job J20003403 Truss FE02 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 15:54:49 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-iYVZIbINj?rYQlS4mUprNHqN5b6phoJ4pxYclbyy6pq Scale = 1:23.0 B1 W1 W1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 2x4 3x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-2-4 14-2-42-0-02-0-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(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 14-2-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 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 08/03/20 William Hohlt Job J20003403 Truss FE03 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 15:54:51 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-ewdKjHJdFd5Gf3cTuvrJSivjbOoG9ipNGF1jqUyy6po Scale = 1:26.9 B1 W1 BL1 T1 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 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 3x4 3x6 FP 3x4 3x4 2x4 2x4 3x6 FP 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-4 16-7-4 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [15:0-1-8,Edge], [30:Edge,0-1-8], [31:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(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 16-7-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 30, 16, 29, 28, 26, 25, 24, 23, 22, 21, 20, 19, 18, 17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 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 08/03/20 William Hohlt Job J20003403 Truss FG01 Truss Type FLOOR GIRDER Qty 1 Ply 1 McKenzie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 15:54:52 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-67BixcKF0wD7HDBfScMY_vSmFoybu1FXVvnHMwyy6pn Scale = 1:37.8 B1 BL1 W1 T2T1 B2 T1T2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 29 28 27 26 25 24 23 22 21 20 19 30 31 3x16 MT18HS FP 2x4 5x8 4x8 3x6 3x6 3x6 FP3x6 FP 6x8 8x8 5x86x10 3x6 3x6 5x66x8 5x8 5x8 3x6 3x6 4x65x6 4x6 4x6 3x63x6 4x6 4x6 2x4 2x4 23-3-4 23-3-4 1-6-0 0-10-12 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [9:0-3-0,Edge], [10:0-3-0,Edge], [19:Edge,0-1-8], [23:0-1-8,0-0-0], [24:0-1-8,Edge], [29:Edge,0-1-8], [30:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.71 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.36 0.09 (loc) 24-25 24-25 19 l/defl >999 >770 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 141 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) *Except* BL1,W1: 2x4 SP No.3(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) 29=1406/0-5-12 (min. 0-1-8), 19=1224/0-2-12 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2264/0, 3-4=-2264/0, 4-5=-4026/0, 5-6=-4026/0, 6-31=-5171/0, 7-31=-5171/0, 7-8=-5171/0, 8-9=-5171/0, 9-10=-4827/0, 10-11=-4377/0, 11-12=-4377/0, 12-13=-4377/0, 13-14=-3364/0, 14-15=-3364/0, 15-16=-1903/0, 16-17=-1903/0 BOT CHORD 28-29=0/1204, 27-28=0/3192, 26-27=0/4787, 25-26=0/4787, 24-25=0/4827, 23-24=0/4827, 22-23=0/4827, 21-22=0/3919, 20-21=0/2676, 19-20=0/1001 WEBS 17-19=-1533/0, 2-29=-1802/0, 17-20=0/1382, 2-28=0/1623, 15-20=-1183/0, 4-28=-1422/0, 15-21=0/1054, 4-27=0/1277, 13-21=-851/0, 6-27=-1166/0, 13-22=0/701, 6-25=0/598, 8-25=-823/0, 10-22=-884/0, 9-25=0/774 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 19. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 824 lb down at 8-11-4 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 (plf) Vert: 19-29=-13, 1-18=-67 Concentrated Loads (lb) Vert: 31=-788(F) 08/03/20 William Hohlt Job J20003403 Truss FG02 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 15:54:54 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-2VJSLILWYYTrWWL2Z1P04KX9bcnLM?9pyDGNRpyy6pl Scale = 1:11.3 B1 B1 W1W1 W1W1 T1 T1 W2 W2 1 2 3 4 8 7 6 5 9 10 6x6 6x6 3x63x6 4x64x6 3x6 3x6 4-6-8 4-6-8 1-6-0 0-9-8 1-9-00-1-81-9-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [6:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.18 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 38 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=833/Mechanical, 5=1066/0-5-8 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-381/0, 2-3=-733/0 BOT CHORD 7-8=0/733, 6-7=0/733, 5-6=0/733 WEBS 3-5=-981/0, 2-8=-981/0 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 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-67 Concentrated Loads (lb) Vert: 3=-517 9=-517 10=-521 08/03/20 William Hohlt