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HomeMy WebLinkAboutGN013.0 truss sealRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I35472927 thru I35472943 My license renewal date for the state of Indiana is July 31, 2020. B18803378 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: McKenzie 22 Hamlet 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. December 4,2018 Liu, Xuegang Job B18803378 Truss F01 Truss Type FLOOR Qty 9 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472927 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:47 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-CKUVbK36Uf3jLH6oGg_8IAN9WAYfs8RZa1K2JvyCMTI Scale = 1:58.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 43 3x6 FP 2x4 4x6 2x4 4x6 5x6 3x6 FP 5x6 3x4 2x4 5x6 5x8 2x4 4x6 4x6 2x4 4x6 2x4 2x4 4x6 4x8 4x6 4x6 2x4 4x6 2x4 4x6 4x6 2x4 2x4 4x6 4x8 4x6 4x6 2x4 4x6 2x4 4x6 4x6 2x4 2x4 3x6 FP 3x6 FP 23-3-4 23-3-4 34-10-8 11-7-4 1-6-0 0-10-12 1-10-4 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge], [25:0-1-8,Edge], [26:Edge,0-1-8], [28:0-1-8,0-0-0], [29:0-1-8,Edge], [36:0-1-8,0-0-0], [37:0-1-8,Edge], [43:0-1-8,0-1-0] Job B18803378 Truss F02 Truss Type Floor Qty 2 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472928 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:48 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-gW2tog4kFzBayRh_qOVNqOwUZa?Gbheiph4brMyCMTH Scale = 1:18.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 2x4 3x4 3x6 3x4 4x6 3x4 3x4 2x4 4x6 3x4 2x4 4x6 3x4 2x4 0-3-8 0-3-8 10-11-0 10-7-8 1-3-0 1-6-0 1-0-0 0-4-0 2-0-0 1-9-0 2-0-0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,0-0-0], [11:0-1-8,Edge], [12:0-1-8,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 NO IRC2003/TPI2002 CSI. TC Job B18803378 Truss F03 Truss Type Floor Qty 2 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472929 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:49 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-8jcG005M0HJRaaGAO50cNbTes_LOK8Br2Lp8OoyCMTG Scale = 1:19.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 2x4 2x4 3x6 3x4 3x4 3x6 4x6 4x6 3x4 3x4 2x4 3x4 3x4 2x4 0-3-8 0-3-8 11-2-8 10-11-0 1-3-0 1-6-0 1-4-8 1-3-0 0-3-8 2-0-0 1-9-0 1-9-0 2-0-0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,0-0-0], [9:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,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 NO IRC2003/TPI2002 CSI. TC BC WB Job B18803378 Truss F04 Truss Type Floor Qty 5 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472930 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:49 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-8jcG005M0HJRaaGAO50cNbTdL_PHK3Pr2Lp8OoyCMTG Scale = 1:10.2 1 2 3 4 9 8 7 6 5 10 12 11 13 14 15 2x4 2x4 2x4 3x6 3x4 2x4 3x6 5x12 3x6 3x6 0-3-8 0-3-8 2-11-8 2-8-0 3-1-12 0-2-4 3-2-12 0-1-0 3-3-8 0-0-12 3-4-0 0-0-8 4-8-8 1-4-8 0-9-8 1-6-0 0-4-8 1-0-0 0-4-0 0-1-8 2-0-0 1-9-0 1-6-0 2-0-0 Plate Offsets (X,Y)-- [3:0-6-0,Edge], [7:0-1-8,Edge], [10:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 Job B18803378 Truss F05 Truss Type Floor Qty 2 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472931 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:51 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-55k0Ri6dYuZ9puQZVW34S0YxMozPo0s8VfIFShyCMTE Scale = 1:45.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6 FP 2x4 4x6 3x6 FP 2x4 3x4 4x6 4x6 4x6 4x6 2x4 4x6 2x4 4x6 4x6 4x6 4x6 2x4 4x6 2x4 2x4 4x6 4x8 4x6 4x6 2x4 4x6 2x4 4x6 4x6 2x4 2x4 15-5-12 15-5-12 27-1-0 11-7-4 1-6-0 1-1-4 1-10-4 2-0-0 2-0-0 Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,0-0-0], [15:0-1-8,Edge], [16:0-1-8,Edge], [19:0-1-8,Edge], [20:Edge,0-1-8], [22:0-1-8,0-0-0], [23:0-1-8,Edge], [28:0-1-8,Edge], [29:0-1-8,Edge], [32:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Job B18803378 Truss F06 Truss Type Floor Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472932 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:52 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-ZIIOe27FJCh0R2?l3EaJ?E58kBMrXWnIkJ2p?7yCMTD Scale = 1:19.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x4 3x6 2x4 3x4 3x4 3x4 3x6 3x6 2x4 2x4 3x4 3x4 2x4 2x4 11-10-0 11-10-0 1-6-0 1-11-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,Edge], [11:0-1-8,0-0-0], [12:0-1-8,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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.35 Job B18803378 Truss F07 Truss Type Floor Qty 4 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472933 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:53 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-1UsmrO8t4Vpt3Caxdx5YXRdJYbiAGyqRzznMXZyCMTC Scale = 1:19.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 2x4 3x6 3x4 2x4 4x6 3x4 3x4 2x4 3x4 3x4 3x6 2x4 3x4 2x4 11-8-0 11-8-0 1-3-0 1-6-0 1-10-8 2-0-0 1-9-0 2-0-0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,Edge], [11:0-1-8,0-0-0], [12:0-1-8,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 NO IRC2003/TPI2002 CSI. TC BC WB Job B18803378 Truss F08 Truss Type Floor Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472934 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:53 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-1UsmrO8t4Vpt3Caxdx5YXRdLBbjyGzyRzznMXZyCMTC Scale = 1:19.9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 3x6 2x4 3x4 3x4 3x4 3x6 3x6 2x4 3x4 3x4 2x4 2x4 3x4 2x4 11-11-8 11-11-8 1-6-0 0-7-0 2-0-0 2-0-0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,0-0-0], [9:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.30 0.24 Job B18803378 Truss FE01 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472935 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:54 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-VgP93k9VrpxkgM98Becn4fAY4?6e?TcbBdXv3?yCMTB Scale = 1:37.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 2x4 3x6 FP 3x6 2x4 3x4 3x6 FP 2x4 2x4 3x6 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 0-4-0 0-4-0 22-7-0 22-3-0 0-4-0 2-0-0 2-0-0 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge], [33:Edge,0-1-0] Job B18803378 Truss FE02 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472936 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:55 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-zszXG397c73aIVkKkM70dsjj2PSokwmkQHGTbSyCMTA 1 2 3 4 5 6 7 8 Scale = 1:12.7 15 14 13 12 11 10 9 16 17 18 2x4 2x4 3x6 3x4 2x4 3x6 3x6 3x4 2x4 5x8 2x4 3x6 2x4 3x6 2x4 3x6 0-3-8 0-3-8 2-11-8 2-8-0 3-1-12 0-2-4 3-4-0 0-2-4 4-8-8 1-4-8 0-4-0 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [6:0-4-0,Edge], [12:0-1-8,Edge], [14:0-1-8,Edge], [16:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job B18803378 Truss FE03 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472937 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:55 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-zszXG397c73aIVkKkM70dsjjoPSrkwskQHGTbSyCMTA Scale = 1:14.0 1 2 3 4 5 6 12 11 10 9 8 7 13 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-3-0 6-3-0 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-8,0-1-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Job B18803378 Truss FE04 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472938 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:56 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-R3XvUPAlNQBRwfIWI3eF94FuYpo5TN6tfx008uyCMT9 Scale = 1:15.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-0-8 7-0-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R Job B18803378 Truss FG01 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472939 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:57 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-vF5HhlBN8kJIXptjsn9UiHozBCyhCdL1ublZgKyCMT8 Scale = 1:39.2 1 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 30 31 32 33 3x16 MT18HS FP 2x4 4x10 3x6 3x6 6x8 4x8 8x10 8x8 6x10 6x10 3x6 6x10 6x6 3x6 5x8 5x12 3x6 4x6 3x6 8x8 4x6 4x6 3x6 3x12 8x8 2x4 2x4 14-0-0 14-0-0 17-1-8 3-1-8 20-3-0 3-1-8 23-6-0 3-3-0 1-6-0 1-0-0 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [7:Edge,0-6-0], [9:0-1-8,Edge], [18:Edge,0-1-8], [22:0-1-8,0-0-0], [23:0-1-8,Edge], [28:Edge,0-1-8], [29:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Job B18803378 Truss FG02 Truss Type FLOOR GIRDER Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472940 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:58 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-ORffv5C0u2R99zSvQUhjEVK79cTzx89A6FV7CnyCMT7 1 2 3 4 5 Scale = 1:11.5 10 9 8 7 6 11 12 13 8x16 6x6 3x12 8x8 8x8 3x12 3x6 3x6 3x12 4-8-0 4-8-0 0-6-12 1-2-0 0-5-4 1-6-0 1-9-0 0-1-8 1-9-0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-4-0,Edge], [4:0-1-8,Edge], [7:0-3-0,0-0-0], [10:Edge,0-3-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.43 0.11 0.63 DEFL. Vert(LL) Job B18803378 Truss FG03 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472941 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:21:59 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-seD26RCefLZ0n715zCCynitHh0fogXqKLvEgkDyCMT6 Scale = 1:39.2 1 2 3 4 5 67 8 9 10 11 12 13 14 15 16 17 29 28 27 26 25 24 23 22 21 20 19 18 30 31 32 33 34 8x16 3x16 MT18HS FP 3x8 MT18HS FP 2x4 8x10 3x6 10x16 8x14 MT18HS 3x6 8x14 MT18HS 3x6 10x10 8x10 8x14 MT18HS 3x6 8x10 3x6 8x10 8x10 8x8 3x6 6x6 8x10 3x12 10x10 8x8 3x6 8x8 6x8 12-5-4 12-5-4 15-4-0 2-10-12 18-5-8 3-1-8 21-7-0 3-1-8 23-2-8 1-7-8 23-6-0 0-3-8 1-6-0 1-0-12 1-1-12 0-1-8 0-4-0 2-0-0 0-1-8 2-0-0 Job B18803378 Truss FG04 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472942 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:22:00 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-KqnQKnDGQfhtPHcIXvjBKwQRTQ1zP51TaZ_EHfyCMT5 Scale = 1:12.8 1 2 3 4 5 9 8 7 6 10 11 12 3x6 4x6 3x6 4x6 4x6 4x6 2x4 3x4 3x6 5-11-8 5-11-8 1-6-0 0-10-0 1-9-0 1-9-0 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,0-0-0], [6:Edge,0-1-8], [7:0-1-8,Edge], [8:0-1-8,Edge], [9: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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.57 0.53 0.41 DEFL. Job B18803378 Truss FG07 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 22 Hamlet Job Reference (optional) I35472943 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Dec 4 11:22:00 2018 Page 1 ID:CEuqc7_6VX2rPZi213Y_20yigU4-KqnQKnDGQfhtPHcIXvjBKwQRsQ9WP27TaZ_EHfyCMT5 Scale = 1:10.2 1 2 3 4 9 8 7 6 5 10 12 11 13 16 17 14 15 2x4 2x4 2x4 3x6 3x4 2x4 3x6 5x12 4x6 3x6 0-3-8 0-3-8 2-11-8 2-8-0 3-1-12 0-2-4 3-2-12 0-1-0 3-3-8 0-0-12 3-4-0 0-0-8 4-8-8 1-4-8 0-9-8 1-6-0 0-4-8 1-0-0 0-3-8 0-1-8 2-0-0 1-9-0 1-6-0 2-0-0 Plate Offsets (X,Y)-- [3:0-6-0,Edge], [7:0-1-8,Edge], [10:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.54 0.04 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 7 7 11 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 37 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 SP No.3(flat) *Except* 3-7,3-6,2-8: 2x4 SPF No.2(flat), 3-8: 2x4 SPF-S Stud(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=735/0-3-8, 11=738/0-3-8 Max Grav 1=777(LC 2), 11=738(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-285/0, 2-14=-285/0, 3-14=0/360, 3-15=0/356 WEBS 8-14=0/360, 2-8=-816/0, 1-8=0/631 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 11 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 2003 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 578 lb down at 0-8-12, and 578 lb down at 2-0-12 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 (plf) Vert: 7-9=-13, 1-4=-67, 5-6=-13 Concentrated Loads (lb) Vert: 4=-60 16=-542(B) 17=-542(B) THE BLOCKING BETWEEN THE CHORDS OR SHIMS BETWEEN THE CHORDS AND BEAM ARE TO BE INSTALLED AFTER ERECTION TO PREVENT THE CANTILEVERED SECTION FROM ROTATING INWARD. AND MUST BE SECURED SUCH AS TO PREVENT LOSS OF ACCIDENTAL REMOVAL. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.08 0.01 (loc) 6-7 6-7 6 l/defl >999 >879 n/a L/d 480 360 n/a PLATES MT20 Weight: 37 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 SP No.3(flat) *Except* 4-6,2-9,4-7: 2x4 SPF-S Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1049/0-5-8, 9=910/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-899/0, 3-4=-899/0 BOT CHORD 8-9=0/899, 7-8=0/899, 6-7=0/857 WEBS 4-6=-1189/0, 2-9=-1247/0 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 2003 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: 6-9=-13, 1-5=-67 Concentrated Loads (lb) Vert: 3=-376 10=-376 11=-373 12=-374 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 Plate Offsets (X,Y)-- [7:Edge,0-6-0], [9:0-1-8,Edge], [11:0-3-0,Edge], [17:0-3-0,Edge], [18:Edge,0-1-8], [20:0-3-0,Edge], [22:0-4-0,Edge], [23:0-3-0,Edge], [27:0-4-4,Edge], [29:Edge,0-3-0], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.72 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.56 0.11 (loc) 24-25 24-25 18 l/defl >871 >495 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 212 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) *Except* 29-30,1-29,17-18,16-19,3-28,14-20,5-27,12-22,8-25,9-24,10-23: 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=3444/0-7-0, 18=2115/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 17-18=-2102/0, 2-3=-6565/0, 3-4=-6582/0, 4-5=-10877/0, 5-7=-10948/0, 7-8=-11473/0, 8-9=-11473/0, 9-10=-11257/0, 10-11=-11139/0, 11-12=-8092/0, 12-13=-8092/0, 13-14=-5230/0, 14-15=-5230/0, 15-16=-1909/0, 16-17=-1909/0 BOT CHORD 28-29=0/3673, 27-28=0/9035, 25-27=0/11183, 24-25=0/11262, 23-24=0/11257, 22-23=0/9367, 20-22=0/6709, 19-20=0/3616 WEBS 17-19=0/2805, 2-29=-4997/0, 2-28=0/4071, 15-19=-2564/0, 3-28=-528/0, 15-20=0/2423, 4-28=-3351/0, 4-27=0/2554, 13-20=-2221/0, 5-27=-1431/0, 13-22=0/2076, 7-27=-571/0, 7-25=0/781, 11-22=-1955/0, 8-25=-461/38, 11-23=0/3031, 9-25=-835/567, 10-23=-2266/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2003 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) 887 lb down at 12-5-4 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: 18-29=-13, 1-6=-67, 6-10=-167(F=-100), 10-17=-67 Concentrated Loads (lb) Vert: 2=-333 6=-738 10=-866(F) 31=-333 32=-333 33=-333 34=-333 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 8 8-9 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 55 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=3035/0-3-8, 6=1361/0-3-8 Max Grav 10=3038(LC 2), 6=1361(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-711/0, 2-3=-1410/0, 3-4=-1410/0 BOT CHORD 9-10=0/1311, 8-9=0/1311, 7-8=0/1410, 6-7=0/1410 WEBS 4-6=-1852/0, 2-10=-2639/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2106 lb down at 0-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) 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: 6-10=-13, 1-5=-67 Concentrated Loads (lb) Vert: 11=-2481(F=-2070) 12=-781 13=-781 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.82 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.47 0.12 (loc) 23-24 23-24 18 l/defl >999 >599 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 148 lb FT = 20%F, 11%E GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 16-18,16-19,14-19,14-20,12-20,12-21,10-21: 2x4 SPF-S Stud(flat) 2-28,2-27,4-27,4-26,7-26,7-24,9-24: 2x4 SPF No.2(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=1612/0-7-0, 18=1213/0-5-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2992/0, 3-4=-2992/0, 4-5=-5169/0, 5-7=-5202/0, 7-8=-5435/0, 8-9=-5435/0, 9-10=-5126/0, 10-11=-4367/0, 11-12=-4347/0, 12-13=-3354/0, 13-14=-3354/0, 14-15=-1920/0, 15-16=-1920/0 BOT CHORD 27-28=0/1614, 26-27=0/4156, 24-26=0/5452, 23-24=0/5128, 22-23=0/5126, 21-22=0/5130, 20-21=0/3897, 19-20=0/2681, 18-19=0/1031 WEBS 16-18=-1545/0, 2-28=-2237/0, 16-19=0/1361, 2-27=0/1949, 14-19=-1166/0, 4-27=-1645/0, 14-20=0/1031, 4-26=0/1433, 5-26=-674/0, 12-20=-832/0, 7-26=-417/0, 12-21=0/689, 7-24=-208/326, 11-21=0/330, 8-24=-292/16, 10-21=-1216/0, 9-24=-263/737 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2003 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. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 64 lb up at 1-5-12, 83 lb down and 64 lb up at 2-9-12, 83 lb down and 64 lb up at 4-1-12, and 83 lb down and 64 lb up at 5-5-12, and 83 lb down and 64 lb up at 6-9-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-28=-13, 1-17=-67 Concentrated Loads (lb) Vert: 2=-47 6=-733 30=-47 31=-47 32=-47 33=-47 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 0.05 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 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 7-0-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8 Max Grav All reactions 250 lb or less at joint(s) 14, 8, 13, 12, 11, 10, 9 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 5) This truss is designed in accordance with the 2003 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 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 6-3-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8 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 2003 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.03 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 39 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 SP No.3(flat) *Except* 2-14: 2x4 SPF-S Stud(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 4-5-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 11 Max Grav All reactions 250 lb or less at joint(s) 15, 12, 9, 14, 11, 13, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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. 8) CAUTION, Do not erect truss backwards. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 21 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 101 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 22-7-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 39, 21, 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 2003 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 61 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 SP No.3(flat) *Except* 8-10,2-15,8-11,2-14,6-11,4-14,6-12: 2x4 SPF-S 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) 15=471/0-3-8, 10=471/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-594/0, 3-4=-594/0, 4-5=-731/0, 5-6=-731/0, 6-7=-589/0, 7-8=-589/0 BOT CHORD 14-15=0/355, 13-14=0/731, 12-13=0/731, 11-12=0/713, 10-11=0/345 WEBS 8-10=-538/0, 2-15=-542/0, 8-11=0/382, 2-14=0/373 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 2003 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 Matrix-S 0.29 0.35 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.06 0.01 (loc) 10-11 12-13 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 57 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 SP No.3(flat) *Except* 1-13,3-13,3-12,7-9,7-10,5-10: 2x4 SPF-S 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) 1=450/0-3-8, 9=450/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-302/0, 2-3=-301/0, 3-4=-665/0, 4-5=-665/0, 5-6=-554/0, 6-7=-554/0 BOT CHORD 12-13=0/523, 11-12=0/665, 10-11=0/665, 9-10=0/326 WEBS 1-13=0/498, 3-13=-347/0, 3-12=0/278, 7-9=-509/0, 7-10=0/355 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 2003 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.05 0.01 (loc) 12-13 12 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 59 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 SP No.3(flat) *Except* 7-9,2-14,7-10,2-13,5-10,4-13: 2x4 SPF-S 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=466/0-5-8, 9=466/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-586/0, 3-4=-586/0, 4-5=-712/0, 5-6=-579/0, 6-7=-579/0 BOT CHORD 13-14=0/351, 12-13=0/712, 11-12=0/712, 10-11=0/712, 9-10=0/339 WEBS 7-9=-530/0, 2-14=-536/0, 7-10=0/374, 2-13=0/368, 5-10=-275/0, 4-13=-266/0 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 2003 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.56 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.10 0.03 (loc) 29-30 29-30 20 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 129 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* 1-32,19-20,11-25,3-31,9-26,5-30,7-28,6-29,17-21,14-24,15-23,16-22: 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, Except: 6-0-0 oc bracing: 25-26,24-25. REACTIONS. (lb/size) 20=392/Mechanical, 32=564/Mechanical, 25=1201/0-5-8 Max Grav 20=422(LC 3), 32=587(LC 7), 25=1201(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-782/0, 3-4=-782/0, 4-5=-1139/0, 5-6=-1139/0, 6-7=-1116/0, 7-8=-1116/0, 8-9=-646/0, 9-10=-646/0, 10-11=0/524, 11-13=0/524, 13-14=-397/54, 14-15=-397/54, 15-16=-579/0, 16-17=-510/0, 17-18=-510/0 BOT CHORD 31-32=0/440, 30-31=0/1001, 29-30=0/1116, 28-29=0/1116, 26-28=0/914, 25-26=-61/263, 23-24=0/579, 22-23=0/579, 21-22=0/579, 20-21=0/303 WEBS 2-32=-687/0, 10-25=-790/0, 2-31=0/534, 10-26=0/648, 4-31=-343/0, 8-26=-466/0, 8-28=0/402, 18-20=-473/0, 13-25=-591/0, 18-21=0/324, 13-24=0/438, 15-24=-353/0 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 2003 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.30 0.02 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 -0.01 (loc) 7 7 11 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 37 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 SP No.3(flat) *Except* 3-7,3-6,2-8: 2x4 SPF No.2(flat), 3-8: 2x4 SPF-S Stud(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=55/0-3-8, 11=333/0-3-8 Max Uplift 1=-19(LC 3) Max Grav 1=92(LC 2), 11=333(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-14=0/396, 3-15=0/395 WEBS 3-11=0/255 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 11 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 capable of withstanding 100 lb uplift at joint(s) 1. 4) This truss is designed in accordance with the 2003 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-9=-13, 1-4=-67, 5-6=-13 Concentrated Loads (lb) Vert: 4=-60 THE BLOCKING BETWEEN THE CHORDS OR SHIMS BETWEEN THE CHORDS AND BEAM ARE TO BE INSTALLED AFTER ERECTION TO PREVENT THE CANTILEVERED SECTION FROM ROTATING INWARD. AND MUST BE SECURED SUCH AS TO PREVENT LOSS OF ACCIDENTAL REMOVAL. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 Matrix-S 0.21 0.27 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.05 -0.01 (loc) 12-13 12-13 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 57 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 SP No.3(flat) *Except* 1-13,8-10,3-13,3-12,6-10,6-11: 2x4 SPF-S 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) 1=420/0-3-8, 8=420/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-281/0, 2-3=-279/0, 3-4=-586/0, 4-5=-586/0, 5-6=-586/0, 6-7=-279/0, 7-8=-281/0 BOT CHORD 12-13=0/476, 11-12=0/586, 10-11=0/476 WEBS 1-13=0/462, 8-10=0/462, 3-13=-308/0, 6-10=-308/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 BC WB Matrix-S 0.18 0.26 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 58 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 SP No.3(flat) *Except* 1-13,3-13,3-12,8-10,6-10,6-11: 2x4 SPF-S 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) 9=418/0-3-8, 1=418/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-412/0, 1-2=-278/0, 2-3=-277/0, 3-4=-582/0, 4-5=-582/0, 5-6=-582/0, 6-7=-329/0, 7-8=-329/0 BOT CHORD 12-13=0/473, 11-12=0/582, 10-11=0/501 WEBS 1-13=0/458, 3-13=-306/0, 8-10=0/492, 6-10=-268/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.77 0.74 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.31 0.06 (loc) 37-38 37-38 31 l/defl >999 >905 n/a L/d 480 360 n/a PLATES MT20 Weight: 168 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* 42-43,1-42,25-26,17-31,3-41,15-32,5-39,13-34,7-38,10-35,8-37,9-36 ,23-27,19-30,20-29,21-28: 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 6-0-0 oc bracing. REACTIONS. (lb/size) 42=826/0-7-0, 26=271/Mechanical, 31=1674/0-5-8 Max Uplift 26=-23(LC 2) Max Grav 42=841(LC 7), 26=383(LC 3), 31=1674(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1231/0, 3-4=-1231/0, 4-5=-2003/0, 5-6=-2003/0, 6-7=-2365/0, 7-8=-2365/0, 8-9=-2353/0, 9-10=-2171/0, 10-11=-2171/0, 11-13=-1550/0, 13-14=-1550/0, 14-15=-504/0, 15-16=-504/0, 16-17=0/1260, 17-18=0/1260, 18-19=-219/611, 19-20=-219/611, 20-21=-460/306, 21-23=-450/80, 23-24=-450/80 BOT CHORD 41-42=0/678, 39-41=0/1661, 38-39=0/2225, 37-38=0/2353, 36-37=0/2353, 35-36=0/2353, 34-35=0/1906, 32-34=0/1071, 31-32=-442/0, 30-31=-821/0, 29-30=-306/460, 28-29=-306/460, 27-28=-306/460, 26-27=-39/271 WEBS 2-42=-1034/0, 16-31=-1248/0, 2-41=0/863, 16-32=0/1098, 4-41=-672/0, 14-32=-916/0, 4-39=0/533, 14-34=0/777, 6-39=-347/0, 11-34=-586/0, 11-35=0/441, 9-35=-453/0, 24-26=-423/61, 18-31=-747/0, 24-27=-64/280, 18-30=0/574, 21-27=-16/346, 20-30=-636/0 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 capable of withstanding 100 lb uplift at joint(s) 26. 4) This truss is designed in accordance with the 2003 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. December 4,2018