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HomeMy WebLinkAbout18090125 Truss DrawingsRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by McCabe Lumber. Liu, Xuegang Pages or sheets covered by this seal: I34677537 thru I34677607 My license renewal date for the state of Indiana is July 31, 2020. Q182493R1 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: FISCHER TLR-006 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. September 17,2018 Job Q182493R1 Truss CAP01 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677537 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:07 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-v1u6ZmBvvLPs_oe4ZKUv5JnSUVq_qc2vm5BHXlycmbk Scale = 1:14.5 1 2 3 4 5 6 7 9 3x4 3x4 2x4 1.5x4 2x4 1.5x4 7-3-8 7-3-8 2-2-4 2-2-4 5-1-5 2-11-1 7-3-8 2-2-4 0-4-7 1-5-8 0-1-10 0-4-7 0-1-10 1-3-14 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job Q182493R1 Truss CAP02 Truss Type Piggyback Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677538 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:09 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-sQ0t_RD9QygaE6oShlXOAksoTJVyIWBCEPgOcdycmbi Scale = 1:18.5 1 2 3 4 5 6 7 8 3x4 3x4 2x4 1.5x4 2x4 1.5x4 10-9-8 10-9-8 2-7-8 2-7-8 8-2-0 5-6-9 10-9-8 2-7-8 0-4-7 1-9-0 0-1-10 0-4-7 0-1-10 1-7-6 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job Q182493R1 Truss CAP04 Truss Type Piggyback Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677539 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:10 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-KcZFBnDoBGoRrGNfFS2diyPzKjrB1zSMS3Px84ycmbh Scale = 1:18.5 1 2 3 4 5 6 7 8 3x4 3x4 2x4 1.5x4 2x4 1.5x4 10-9-8 10-9-8 2-9-1 2-9-1 8-0-7 5-3-7 10-9-8 2-9-1 0-4-7 1-10-0 0-1-10 0-4-7 0-1-10 1-8-6 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job Q182493R1 Truss CJ01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677540 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:13 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-kBFOppGgUBA0ij5EwbbKKa1SxwuEEKYo80eblOycmbe Scale = 1:15.5 1 2 5 4 6 3 2x4 2x4 -1-7-1 1-7-1 1-0-0 1-0-0 3-9-8 2-9-8 1-6-13 2-5-9 0-3-15 2-1-10 2-5-9 2.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MR Job Q182493R1 Truss CJ02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677541 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:15 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-gaN8EVHw0oQky1Fc1?doP?6nSkZeiE15cK7ipHycmbc Scale = 1:13.2 1 2 5 6 3 7 4 2x4 2x4 1-10-7 1-9-14 -1-9-10 1-9-10 1-10-7 1-10-7 1-0-0 2-0-7 6.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.26 0.09 Job Q182493R1 Truss CJ03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677542 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:17 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-dzVufAJBYQgRBLP?9QgGUQC8HXGtA7XO3ecpuAycmba Scale = 1:15.1 1 2 3 5 4 6 7 1.5x4 1.5x4 1.5x4 2x4 2-6-13 2-6-4 -1-9-10 1-9-10 2-6-13 2-6-13 1-0-0 2-5-2 6.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MR Job Q182493R1 Truss CJ04 Truss Type Diagonal Hip Girder Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677543 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:18 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-592HsWKpJjoIpU_Bj8BV1ekIhxaTvanXIILMQcycmbZ Scale = 1:17.6 1 2 5 6 3 7 4 2x4 2x4 3-5-10 3-5-1 -1-9-10 1-9-10 3-5-10 3-5-10 1-0-0 2-11-2 0-4-13 2-6-4 2-11-2 6.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MR Job Q182493R1 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677544 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:19 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-ZLcf4sKR41w9QeZNGrikarHW1LwTe11gXy5wy2ycmbY Scale = 1:15.5 1 2 5 3 4 2x4 2x4 2-9-4 2-9-4 -1-1-8 1-1-8 2-9-4 2-9-4 1-6-14 2-5-15 2-1-12 2-5-15 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.09 0.10 Job Q182493R1 Truss J01GIR Truss Type Jack-Open Girder Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677545 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:21 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-VkkPVYMhceAtgyjmOGkCfGMrK8dl6xWz_Ga11xycmbW Scale = 1:13.0 1 2 5 3 6 4 2x4 2x4 1-3-7 1-3-7 1-4-3 0-0-12 2-9-4 1-5-1 -1-1-8 1-1-8 1-4-3 1-4-3 2-9-4 1-5-1 1-6-14 2-0-4 0-3-8 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC Job Q182493R1 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677546 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:22 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-zwIniuNJMyIkH6Hyy_GRBUv1vYzsrOm7DwJaZNycmbV Scale = 1:13.1 1 2 5 3 4 2x4 2x4 1-8-3 1-8-3 1-9-4 0-1-1 -0-9-8 0-9-8 1-8-3 1-8-3 1-9-4 0-1-1 1-5-8 2-0-4 0-3-8 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Job Q182493R1 Truss J02GIR Truss Type Jack-Closed Girder Qty 1 Ply 2 FISCHER TLR-006 Job Reference (optional) I34677547 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:23 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-R6sAwENx7GQbvGs9VhngkhSCiyFFartGSa375pycmbU Scale = 1:21.9 1 2 3 4 7 6 5 8 2x4 1.5x4 4x6 3x10 2-9-0 2-9-0 -1-0-0 1-0-0 2-9-0 2-9-0 1-0-0 3-9-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Job Q182493R1 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677548 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:25 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-OVzwKwPCfthJ8Z0Xd6p8p6XXzmzr2lWZvuYEAiycmbS Scale = 1:18.0 1 2 3 4 5 3x4 3x4 3-6-0 3-6-0 -1-0-0 1-0-0 3-6-0 3-6-0 0-8-0 3-0-0 2-6-13 3-0-0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.13 0.10 Job Q182493R1 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677549 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:26 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-shXIYFQqQBpAmjbjBpKNMK4jt9KOnCli8YHoi8ycmbR Scale = 1:10.7 1 2 3 4 3x4 1-4-1 1-4-1 -1-0-0 1-0-0 1-4-1 1-4-1 0-8-0 1-6-12 1-1-8 1-6-12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.05 0.01 0.00 DEFL. Job Q182493R1 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677550 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:28 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-o4f3zxR4yo3u?1l6IEMrRl92Az0NF6F?bsmum1ycmbP Scale = 1:14.7 1 2 3 4 5 3x6 3x4 2-6-4 2-6-4 -1-0-0 1-0-0 2-6-4 2-6-4 0-8-0 2-4-3 1-10-15 2-4-3 8.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.07 Job Q182493R1 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677551 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:29 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-GGDRAHSij6BkdBKIsyu4_yhE5NMk_ZV9qWWSJTycmbO Scale = 1:14.1 1 2 3 4 5 3x6 3x4 2-3-14 2-3-14 -1-0-0 1-0-0 2-3-14 2-3-14 0-8-0 2-2-10 1-9-6 2-2-10 8.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.06 Job Q182493R1 Truss J07 Truss Type Jack-Closed Qty 9 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677552 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:30 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-kTnpOdTLUPJbFKvVQfPJWAEJVne1j0lI3AF?rvycmbN Scale = 1:44.7 1 2 3 4 7 6 5 3x4 3x4 4x6 3x4 6-7-0 6-7-0 -1-0-0 1-0-0 6-7-0 6-7-0 1-0-0 7-7-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.40 Job Q182493R1 Truss J08 Truss Type Jack-Open Qty 4 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677553 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:31 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-CfLBbzUzFjRSsUUhzNwY3NnacA1IST?SHq?YNMycmbM Scale = 1:13.5 1 2 3 4 5 3x6 3x4 2-2-0 2-2-0 -1-0-0 1-0-0 2-2-0 2-2-0 0-8-0 2-1-5 1-8-2 2-1-5 8.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.05 Job Q182493R1 Truss J09 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677554 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:32 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-hrvZoJUb01ZJUe2tX4RnbbJgnaKuBvlbWUk6woycmbL Scale = 1:45.3 1 2 3 4 5 10 9 8 7 6 1.5x4 1.5x4 3x6 3x4 4x8 3x6 3x6 2-3-8 2-3-8 6-7-0 4-3-8 -1-0-0 1-0-0 2-3-8 2-3-8 6-7-0 4-3-8 1-0-0 7-7-0 6-11-0 0-8-0 12.00 12 Plate Offsets (X,Y)-- [8:0-5-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Job Q182493R1 Truss J10 Truss Type Jack-Open Qty 14 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677555 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:33 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-92Sy0fVDnKhA6od45ny08osrS_ezwMBkl8UfSEycmbK Scale = 1:37.5 1 2 3 4 5 7 6 3x10 4x4 1.5x4 1.5x4 5-3-0 5-3-0 -1-0-0 1-0-0 5-3-0 5-3-0 1-0-0 6-3-0 12.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Job Q182493R1 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677556 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:33 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-92Sy0fVDnKhA6od45ny08osw6_jwwNUkl8UfSEycmbK Scale = 1:12.2 1 2 3 4 3x4 1-9-2 1-9-2 -1-0-0 1-0-0 1-9-2 1-9-2 0-8-0 1-10-2 1-4-14 1-10-2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.05 0.02 0.00 DEFL. Job Q182493R1 Truss J12 Truss Type Jack-Open Qty 5 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677557 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:34 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-dE0KD_WrYep1kyCGfVTFh0P4lO1Ffpku_oDD_gycmbJ Scale = 1:23.2 1 2 5 3 4 3x4 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 1-0-0 4-0-0 3-5-9 4-0-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.12 0.14 Job Q182493R1 Truss J13 Truss Type Jack-Open Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677558 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:35 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-5QaiRKXTIyxuL6nSCC_UDDxF9oOiOG_1CSzmW7ycmbI Scale = 1:12.9 1 2 3 4 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-6-0 2-0-0 1-7-5 2-0-0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.08 0.06 0.00 DEFL. Job Q182493R1 Truss J14 Truss Type Jack-Open Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677559 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:37 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-1piSs0YkqZBcbPxrKd1yIe1Uxb29sAUKglStb?ycmbG Scale = 1:12.6 1 2 5 3 4 3x4 4x4 2-0-15 2-0-3 -2-2-13 2-2-13 2-0-15 2-0-15 1-0-0 1-11-3 0-4-8 1-6-11 1-11-3 5.37 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.51 Job Q182493R1 Truss T01 Truss Type Monopitch Qty 9 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677560 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:37 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-1piSs0YkqZBcbPxrKd1yIe1X0b1QsAGKglStb?ycmbG Scale = 1:20.1 1 2 3 5 4 1.5x4 1.5x4 3x6 3x4 5-1-4 5-1-4 -0-9-8 0-9-8 5-1-4 5-1-4 1-5-8 3-1-15 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.31 0.24 Job Q182493R1 Truss T01GE Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677561 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:38 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-V?Gq3MZMbtJTCZW1uLYBrsZlR?QgbbbTuPBQ7SycmbF Scale = 1:44.0 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 4x4 3x10 4x4 3x10 4x4 12-7-8 12-7-8 -1-0-0 1-0-0 6-3-12 6-3-12 12-7-8 6-3-12 13-7-8 1-0-0 1-0-0 7-3-12 1-0-0 12.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [12:0-7-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Job Q182493R1 Truss T01GIR Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677562 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:39 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-zBqDHia_MARKqj5DR23QO36wgPm9K4Zd73x_fuycmbE Scale = 1:18.1 1 2 3 4 7 6 5 8 9 1.5x4 2x4 4x4 4x4 3x4 3x4 0-0-2 0-0-2 3-1-6 3-1-4 5-1-4 1-11-14 -0-9-8 0-9-8 3-1-6 3-1-6 5-1-4 1-11-14 1-5-8 2-5-15 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job Q182493R1 Truss T01SGE Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677563 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:40 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-SONbU2bc7UaBStgQ?mafwHf2Gp373X?mMjgXCKycmbD Scale = 1:20.1 1 2 3 5 4 1.5x4 1.5x4 3x6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 5-1-4 5-1-4 -0-9-8 0-9-8 5-1-4 5-1-4 1-5-8 3-1-15 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC Job Q182493R1 Truss T02 Truss Type Common Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677564 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:41 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-waxzhObEuoi131EcZT5uTUBCVCMlo_WwbNQ4knycmbC Scale = 1:45.8 1 2 3 4 5 6 7 8 3x10 4x4 3x10 4x4 1.5x4 4x6 6-3-12 6-3-12 12-7-8 6-3-12 -1-0-0 1-0-0 6-3-12 6-3-12 12-7-8 6-3-12 13-7-8 1-0-0 1-0-0 7-3-12 1-0-0 12.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-2], [6:0-6-13,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job Q182493R1 Truss T02GE Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677565 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:43 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-sz3j63dUQPylJKO?gu8MYvHcO07UGtdD2hvBofycmbA Scale = 1:71.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 32 31 34 33 36 35 37 3x4 4x4 3x4 3x4 3x10 3x10 5x6 3x10 3x10 5-6-1 5-6-1 6-6-9 1-0-7 17-6-11 11-0-2 5-6-1 5-6-1 17-6-11 Job Q182493R1 Truss T02GIR Truss Type FINK Qty 1 Ply 2 FISCHER TLR-006 Job Reference (optional) I34677566 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:44 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-K9d6KPe7Bj4cwUzBEbfb47pi_QMS?FzMHLekL5ycmb9 Scale = 1:44.0 1 2 3 4 5 6 7 8 19 10 20 21 9 22 23 4x10 MT18HS 4x4 4x10 MT18HS 4x4 5x6 10x12 1.5x4 10x12 1.5x4 4-2-9 4-2-9 8-4-15 4-2-6 12-7-8 4-2-9 -1-0-0 1-0-0 3-2-0 3-2-0 6-3-12 3-1-12 9-5-8 3-1-12 12-7-8 3-2-0 1-0-0 7-3-12 1-0-0 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-3], [8:Edge,0-0-3], [9:0-6-0,0-5-12], [10:0-6-0,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL Job Q182493R1 Truss T02GIR Truss Type FINK Qty 1 Ply 2 FISCHER TLR-006 Job Reference (optional) I34677566 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:44 2018 Page 2 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-K9d6KPe7Bj4cwUzBEbfb47pi_QMS?FzMHLekL5ycmb9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-1439(F) 19=-1668(F) 20=-1620(F) 21=-1620(F) 22=-1620(F) 23=-1618(F) 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. Job Q182493R1 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677567 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:46 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-GYlsl5fNjKKKAo7ZM0h3AYv?iDx2TCmfkf7rP_ycmb7 Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 11 12 14 13 20 19 18 17 16 15 29 30 31 32 3x6 5x6 5x6 3x6 5x6 3x4 4x6 3x4 2x4 3x4 3x10 3x4 3x10 3x4 3x4 2x4 5x6 3x4 4x6 8-7-12 8-7-12 17-0-0 8-4-4 27-9-8 10-9-8 36-1-12 8-4-4 44-9-8 Job Q182493R1 Truss T03GE Truss Type Monopitch Supported Gable Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677568 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:46 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-GYlsl5fNjKKKAo7ZM0h3AYv7VD9MTFifkf7rP_ycmb7 Scale: 1"=1' 1 2 3 4 1.5x4 2x4 1.5x4 -1-0-0 1-0-0 2-8-0 2-8-0 0-6-0 1-10-0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Job Q182493R1 Truss T03GIR Truss Type Hip Girder Qty 1 Ply 2 FISCHER TLR-006 Job Reference (optional) I34677569 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:49 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-h7Q?N7iF?Fiv1Fs818FmnAWZzR1LgYY5QdMV0Jycmb4 Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 36 37 38 39 40 41 19 18 17 42 43 44 45 46 47 48 49 50 51 52 53 3x6 3x4 4x8 4x8 3x6 2x4 4x4 4x8 5x6 2x4 3x10 2x4 4x8 2x4 2x4 3x10 2x4 4x8 5x6 4x4 3x6 2x4 4x8 3x4 4x8 4-3-8 4-3-8 8-4-8 4-1-0 12-11-7 4-6-15 17-8-1 4-8-11 22-4-12 Job Q182493R1 Truss T03GIR Truss Type Hip Girder Qty 1 Ply 2 FISCHER TLR-006 Job Reference (optional) I34677569 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:49 2018 Page 2 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-h7Q?N7iF?Fiv1Fs818FmnAWZzR1LgYY5QdMV0Jycmb4 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 194 lb down and 81 lb up at 3-6-12, 156 lb down and 80 lb up at 5-6-12, 170 lb down and 119 lb up at 7-6-12, 176 lb down and 148 lb up at 9-6-12, 176 lb down and 148 lb up at 11-6-12, 176 lb down and 148 lb up at 13-6-12, 176 lb down and 148 lb up at 15-6-12, 176 lb down and 148 lb up at 17-6-12, 176 lb down and 148 lb up at 19-6-12, 176 lb down and 148 lb up at 21-6-12, 176 lb down and 148 lb up at 23-6-12, 176 lb down and 148 lb up at 25-6-12, 176 lb down and 148 lb up at 27-6-12, 176 lb down and 148 lb up at 29-6-12, 176 lb down and 148 lb up at 31-6-12, 176 lb down and 148 lb up at 33-2-12, 176 lb down and 148 lb up at 35-2-12, 170 lb down and 119 lb up at 37-2-12, and 156 lb down and 80 lb up at 39-2-12, and 194 lb down and 81 lb up at 41-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-54, 5-12=-54, 12-16=-54, 28-32=-20 Concentrated Loads (lb) Vert: 23=-168(B) 19=-168(B) 36=-194(B) 37=-156(B) 38=-170(B) 39=-168(B) 40=-168(B) 41=-168(B) 42=-168(B) 43=-168(B) 44=-168(B) 45=-168(B) 46=-168(B) 47=-168(B) 48=-168(B) 49=-168(B) 50=-168(B) 51=-170(B) 52=-156(B) 53=-194(B) 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. Job Q182493R1 Truss T04 Truss Type Piggyback Base Qty 4 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677570 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:51 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-dVYloojWXsydGZ?X8ZHEtbcrIEfN8TeOuxrc5Bycmb2 Scale = 1:103.6 1 2 3 4 5 6 7 9 8 11 10 12 13 14 15 16 17 23 22 21 20 19 18 32 33 34 35 3x6 MTH18D 4x8 4x8 MTH18D 3x6 5x6 3x4 3x6 3x4 2x4 3x4 3x10 3x4 3x10 3x4 3x4 2x4 5x6 3x4 3x6 HNH18 8-7-12 8-7-12 Job Q182493R1 Truss T04GE Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677571 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:52 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-5h67?8k8IA4UujajiHoTPp89qeBdtwoX6baAdeycmb1 Scale = 1:40.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 4x4 3x4 12-0-0 12-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 1-0-0 7-0-0 1-0-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job Q182493R1 Truss T04GIR Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677572 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:54 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-14EuQqlOqnKB70k6qiqxUEEMwSfTLjKqav3GhWycmb? Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 29 3x4 5x6 5x12 4x6 5x12 5x6 4x8 6x8 2x4 2x4 4x4 3x6 4x4 3x6 4x8 4x8 2x4 7x8 2x4 2x4 6x8 2x4 6x8 6x8 3-1-12 3-1-12 6-0-0 2-10-4 10-3-1 4-3-1 14-6-3 4-3-1 18-9-4 4-3-1 Job Q182493R1 Truss T04GIR Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677572 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:54 2018 Page 2 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-14EuQqlOqnKB70k6qiqxUEEMwSfTLjKqav3GhWycmb? LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-9=-54, 9-11=-54, 11-13=-54, 25-26=-20 Concentrated Loads (lb) Vert: 14=-427(F) 29=-76(F) 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. Job Q182493R1 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677573 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:57 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-Sfv02soG7ijm_UThVqOe6sstwfhdYAVGGtIxHrycmay Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 11 12 14 13 20 19 18 17 16 15 29 30 31 32 3x6 5x6 5x6 3x6 5x6 3x4 4x6 3x4 2x4 3x4 3x10 3x4 3x10 3x4 3x4 2x4 5x6 3x4 4x6 8-7-12 8-7-12 17-0-0 8-4-4 27-9-8 10-9-8 36-1-12 8-4-4 44-9-8 Job Q182493R1 Truss T05GE Truss Type GABLE Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677574 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:22:59 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-O21nTYpXfKzUDod3cFQ6BHxLKTbe07RZjBn1Mkycmaw Scale = 1:11.1 1 2 3 4 6 5 1.5x4 2x4 1.5x4 1.5x4 1.5x4 -1-0-0 1-0-0 4-0-0 4-0-0 0-4-0 1-8-0 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.04 0.03 DEFL. Vert(LL) Job Q182493R1 Truss T05GIR Truss Type Hip Girder Qty 1 Ply 2 FISCHER TLR-006 Job Reference (optional) I34677575 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:02 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-odjv5ZsPyFL35FLeINzppwZlRgQSDMR0Q8?hy3ycmat Scale = 1:74.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 38 39 40 41 42 43 44 45 46 47 48 49 50 51 3x6 3x4 4x8 4x8 4x6 2x4 7x8 4x6 4x4 4x6 3x6 2x4 4x4 4x8 5x6 2x4 3x10 2x4 3x4 5x12 5x6 4x4 3x6 4x6 6x8 4x6 7x8 Job Q182493R1 Truss T05GIR Truss Type Hip Girder Qty 1 Ply 2 FISCHER TLR-006 Job Reference (optional) I34677575 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:03 2018 Page 2 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-GpGHJvs1iYTwiPwrr5V2M76wA4lhyph9eolFVVycmas NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 66 lb up at 2-2-12, 214 lb down and 68 lb up at 4-2-12, 214 lb down and 83 lb up at 6-2-12, 214 lb down and 102 lb up at 8-2-12, 238 lb down and 124 lb up at 10-2-12, 240 lb down and 130 lb up at 12-2-12, 240 lb down and 130 lb up at 14-2-12, 240 lb down and 130 lb up at 15-0-12, 240 lb down and 130 lb up at 17-0-12, 240 lb down and 130 lb up at 19-0-12, 240 lb down and 130 lb up at 21-0-12, 240 lb down and 130 lb up at 23-0-12, 240 lb down and 130 lb up at 25-0-12, 240 lb down and 130 lb up at 27-0-12, 242 lb down and 127 lb up at 29-0-12, 238 lb down and 124 lb up at 31-0-12, 214 lb down and 102 lb up at 33-0-12, 214 lb down and 82 lb up at 35-0-12, and 207 lb down and 68 lb up at 37-0-12, and 209 lb down and 66 lb up at 39-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-54, 5-11=-54, 11-16=-54, 23-30=-20, 19-22=-20, 18-34=-20 Concentrated Loads (lb) Vert: 27=-208(F) 28=-214(F) 26=-208(F) 25=-208(F) 21=-214(F) 20=-214(F) 19=-209(F) 39=-209(F) 40=-214(F) 41=-214(F) 42=-214(F) 43=-208(F) 44=-208(F) 45=-208(F) 46=-208(F) 47=-208(F) 48=-208(F) 49=-212(F) 50=-214(F) 51=-207(F) 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. Job Q182493R1 Truss T06 Truss Type Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677576 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:04 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-l?qgWFtfTsbnKZV1Po0HuLe4GU36hK3ItSUo1xycmar Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 11 12 14 13 20 19 18 17 16 15 29 30 31 32 3x6 5x6 5x6 3x6 5x6 3x4 4x6 3x4 2x4 3x4 3x10 3x4 3x10 3x4 3x4 2x4 5x6 3x4 4x6 8-6-4 8-6-4 16-9-0 8-2-12 28-0-7 11-3-7 36-3-4 8-2-12 44-9-8 Job Q182493R1 Truss T06GIR Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677577 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:06 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-hOyQxxvw?TrUZsfPXD2l_mkZdH_19IUbKmzv5qycmap Scale = 1:15.5 1 2 3 4 6 5 8x8 1.5x4 3x10 2x4 2x4 1-6-0 1-6-0 2-9-0 1-3-0 -1-0-0 1-0-0 1-6-0 1-6-0 2-9-0 1-3-0 1-0-0 2-6-0 12.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-0-2], [3:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC Job Q182493R1 Truss T07 Truss Type Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677578 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:08 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-dm4AMdwAX55CpApoee4D3Bpjn5UId7kuo4S0Aiycman Scale = 1:82.0 1 2 3 4 5 6 7 8 9 10 11 12 13 15 14 22 21 20 19 18 17 16 31 32 33 34 35 36 37 3x6 5x6 3x6 3x6 4x6 3x4 3x6 3x6 2x4 3x10 3x4 3x4 3x4 3x10 3x6 2x4 4x6 3x4 5x6 3x6 7-0-4 7-0-4 13-9-0 6-8-12 22-4-12 8-7-12 31-0-8 8-7-12 37-9-4 Job Q182493R1 Truss T07GIR Truss Type Half Hip Girder Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677579 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:11 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-1LlJ_ez2q0UngeXNJmewhpRKLIgHqY5KU2hgn1ycmak Scale = 1:14.9 1 2 3 4 7 6 5 8 9 10 11 12 4x8 3x4 3x4 2x4 4x4 3x4 1-1-5 1-1-5 6-7-0 5-5-11 -1-0-0 1-0-0 1-1-5 1-1-5 6-7-0 5-5-11 1-0-0 2-1-5 12.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job Q182493R1 Truss T08 Truss Type Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677580 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:12 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-WYJhC_zhbJceHn6ZtU99D1zN1iqTZt6UjiQDJUycmaj Scale = 1:80.7 12 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 28 29 30 31 32 33 34 5x6 3x6 4x8 3x4 4x6 3x10 2x4 3x4 3x4 2x4 3x10 3x10 2x4 4x8 3x4 5x6 4x6 10-9-1 10-9-1 18-5-10 7-8-9 26-3-14 7-10-5 34-0-7 7-8-9 44-9-8 10-9-1 -1-0-0 1-0-0 Job Q182493R1 Truss T08GIR Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677581 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:13 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-_kt3PK_JMdkVvxhmRBgOmEWjt6NlISodxMAnrwycmai Scale = 1:19.0 1 2 3 4 5 7 6 12 13 4x8 1.5x4 3x10 4x4 2x4 4x4 2-0-0 2-0-0 5-3-0 3-3-0 -1-0-0 1-0-0 2-0-0 2-0-0 5-3-0 3-3-0 1-0-0 3-0-0 12.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [4:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job Q182493R1 Truss T09 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677582 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:16 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-OJZC2M0BfY64mPQK6JE5Nt87AJC_Vdh3eKORSFycmaf Scale = 1:99.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 3x4 5x6 3x6 4x8 5x6 5x6 5x12 3x6 2x4 2x4 7x8 6x8 2x4 3x6 6x8 4x6 2x4 2x4 2x4 4x8 2x4 5x6 3x4 4x6 6x8 7x8 6-5-12 6-5-12 12-8-0 6-2-4 17-10-0 Job Q182493R1 Truss T09GIR Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677583 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:17 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-sV7aFh1pPsExOZ?Xg1lKw4hPsjkhEGoDs_8__hycmae Scale = 1:19.0 1 2 3 4 5 7 6 12 13 4x8 1.5x4 3x10 4x4 2x4 4x4 2-0-0 2-0-0 5-3-0 3-3-0 -1-0-0 1-0-0 2-0-0 2-0-0 5-3-0 3-3-0 1-0-0 3-0-0 12.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [4:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job Q182493R1 Truss T10 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677584 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:18 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-KigyS12RA9Mn?iZjEkGZTIDO47uhzV1M5etYX7ycmad Scale = 1:86.1 1 2 3 4 5 6 7 8 9 10 11 12 14 13 25 24 23 22 21 20 19 18 17 16 15 30 31 32 33 3x4 5x6 5x12 5x6 4x6 3x6 2x4 2x4 8x8 3x4 2x4 3x6 6x8 5x6 2x4 5x12 8x8 3x4 3x4 7x10 MT18HS 2x4 4x6 3x4 3x4 6-5-12 6-5-12 Job Q182493R1 Truss T10GIR Truss Type Hip Girder Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677585 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:20 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-H4ojtj4iincVF0j6L9I1YjJvFwhURcyfZyMeb0ycmab Scale = 1:39.1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 27 28 5x6 3x4 3x4 2x4 3x4 7x8 5x6 1.5x4 3x4 3x4 2x4 3x4 3-9-7 3-9-7 7-0-0 3-2-9 11-0-0 4-0-0 15-0-0 4-0-0 18-2-9 3-2-9 22-0-0 3-9-7 -1-0-0 1-0-0 3-9-7 3-9-7 7-0-0 3-2-9 11-0-0 4-0-0 15-0-0 4-0-0 18-2-9 3-2-9 22-0-0 Job Q182493R1 Truss T10GIR Truss Type Hip Girder Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677585 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:20 2018 Page 2 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-H4ojtj4iincVF0j6L9I1YjJvFwhURcyfZyMeb0ycmab LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-5(B) 13=-6(B) 12=-6(B) 4=-5(B) 5=-5(B) 11=-6(B) 21=-5(B) 22=-5(B) 23=-80(B) 24=-67(B) 25=-6(B) 26=-6(B) 27=-67(B) 28=-80(B) 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. Job Q182493R1 Truss T11 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677586 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:21 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-lHM5534KT4kMsAIIvtpG4wrwMKvCAw9pnc6C7Sycmaa Scale = 1:83.1 1 2 3 4 5 6 7 8 9 11 10 19 18 17 16 15 14 13 12 24 25 26 27 28 29 3x4 5x6 5x12 4x6 5x12 5x6 3x6 6x8 2x4 2x4 4x8 3x4 4x4 3x10 2x4 4x8 3x4 4x6 6-1-12 6-1-12 12-0-0 5-10-4 18-9-4 6-9-4 25-6-8 6-9-4 33-10-8 8-4-0 Job Q182493R1 Truss T11GIR Truss Type Half Hip Girder Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677587 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:22 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-DTwTIP5yEOsDUKtUTaKVd8OIbkRqvXLy0GrlguycmaZ Scale = 1:12.9 1 2 3 4 6 5 8x8 1.5x4 3x10 2x4 2x4 1-0-0 1-0-0 1-6-0 0-6-0 3-0-0 1-6-0 -1-0-0 1-0-0 1-0-0 1-0-0 3-0-0 2-0-0 1-0-0 2-0-0 12.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-0-2], [3:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. Job Q182493R1 Truss T12 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677588 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:23 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-hfUrWl6a?i_46USh0HskALxKX8aUemE5FvbJCLycmaY Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 22 23 24 3x6 2x4 5x6 4x6 4x10 MT18HS 7x8 3x6 4x6 6x8 4x4 4x8 4x8 7x8 3x4 3x6 4x6 5x6 9-0-0 9-0-0 18-9-4 9-9-4 28-6-8 9-9-4 36-10-8 8-4-0 44-6-0 7-7-8 4-7-12 4-7-12 Job Q182493R1 Truss T13 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677589 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:24 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-9r2Dj57Cm?6xjd1ta?NziZTQpYvSNGLFTZKsknycmaX Scale = 1:81.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 3x4 4x8 7x8 4x8 5x6 4x8 8x8 3x6 3x4 5x12 4x4 4x4 4x4 6x8 5x12 4x8 3x6 2-11-15 2-11-15 13-6-2 10-6-3 24-0-6 10-6-3 34-6-9 10-6-3 39-7-8 5-0-15 2-11-15 2-11-15 10-10-10 7-10-10 18-9-4 7-10-10 26-7-14 Job Q182493R1 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677590 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:25 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-d2bcwR7qXJEoLnc38iuCFm0gAxIC6rpOiD4PGDycmaW Scale = 1:93.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 22 21 20 19 18 17 31 32 33 34 3x6 MTH18D 4x8 MTH18D 3x6 3x10 3x4 3x4 3x6 2x4 3x4 3x10 6x8 3x4 3x4 3x4 2x4 4x6 3x4 3x6 HNH18 8-7-12 8-7-12 17-0-0 8-4-4 24-3-8 Job Q182493R1 Truss T15 Truss Type Piggyback Base Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677591 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:27 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-aQjML6953wVWa5mSF7wgKB50jl_eai2hAXZWL6ycmaU Scale = 1:97.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 23 22 21 20 19 18 17 32 33 34 35 3x6 MTH18D 4x8 MTH18D 6x8 3x10 3x4 3x6 2x4 2x4 8x8 8x8 4x8 3x6 3x4 2x4 3x4 3x10 6x8 3x6 2x4 HNH18 8-7-12 8-7-12 17-0-0 8-4-4 24-3-8 Job Q182493R1 Truss T16 Truss Type Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677592 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:28 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-2dHkZSAjqEdNCFKeprRvtPe899HcJ9ZqOBI3tYycmaT Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 15 16 28 29 30 31 3x6 6x8 4x6 3x6 4x6 3x4 3x6 2x4 2x4 7x8 8x8 8x12 3x6 2x4 3x4 6x8 3x4 4x4 2x4 3x4 6-8-14 6-8-14 13-2-4 6-5-6 20-7-12 7-5-8 26-0-0 5-4-4 Job Q182493R1 Truss T17 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677593 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:29 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-Wpr6moBLbYlEqPvqNYy8PcBMJZjU2hM_dr2dP_ycmaS Scale = 1:44.2 1 2 3 4 5 1.5x4 1.5x4 3x12 MT18HS 4x4 3-3-8 3-3-8 6-7-0 3-3-8 -1-0-0 1-0-0 6-5-5 6-5-5 6-7-0 0-1-11 1-0-0 7-3-8 12.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC Job Q182493R1 Truss T18 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677594 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:29 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-Wpr6moBLbYlEqPvqNYy8PcBPvZjP2gi_dr2dP_ycmaS Scale = 1:38.0 1 2 3 4 5 7 6 12 4x4 1.5x4 3x10 1.5x4 4x4 1.5x4 5-1-5 5-1-5 6-7-0 1-5-11 -1-0-0 1-0-0 5-1-5 5-1-5 6-7-0 1-5-11 1-0-0 6-1-5 12.00 12 Plate Offsets (X,Y)-- [2:0-6-13,0-0-2], [4:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 Job Q182493R1 Truss T19 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677595 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:30 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-_?PV_8BzMrt5SYU1xGUNyqjbWy?0n7b7sVnAyRycmaR Scale = 1:29.9 1 2 3 4 5 7 6 12 4x4 1.5x4 1.5x4 3x10 4x4 1.5x4 3-9-5 3-9-5 6-7-0 2-9-11 -1-0-0 1-0-0 3-9-5 3-9-5 6-7-0 2-9-11 1-0-0 4-9-5 12.00 12 Plate Offsets (X,Y)-- [2:0-6-13,0-0-2], [4:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 Job Q182493R1 Truss T20 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677596 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:30 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-_?PV_8BzMrt5SYU1xGUNyqjcry?7n8z7sVnAyRycmaR Scale = 1:21.4 1 2 3 4 5 7 6 12 4x4 1.5x4 3x10 1.5x4 4x4 1.5x4 2-5-5 2-5-5 6-7-0 4-1-11 -1-0-0 1-0-0 2-5-5 2-5-5 6-7-0 4-1-11 1-0-0 3-5-5 12.00 12 Plate Offsets (X,Y)-- [2:0-6-9,0-0-2], [4:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 Job Q182493R1 Truss T21 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677597 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:31 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-SCztBUCb69?x3i3DUz?cU1GleMT4WaGH49XkUtycmaQ Scale = 1:44.0 1 2 3 4 5 8 7 6 1.5x4 3x10 4x4 1.5x4 3x6 1.5x4 3x4 2-3-8 2-3-8 6-7-0 4-3-8 -1-0-0 1-0-0 2-3-8 2-3-8 6-5-5 4-1-13 6-7-0 0-1-11 1-0-0 6-7-8 0-8-0 12.00 12 Plate Offsets (X,Y)-- [2:0-6-9,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Job Q182493R1 Truss T22 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677598 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:32 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-wOXFOqDDtT7ohseP2gWr1EoybmlGF2CQJpGH0JycmaP Scale = 1:36.6 1 2 3 4 5 6 10 9 8 7 15 4x4 1.5x4 1.5x4 3x10 4x4 1.5x4 3x6 1.5x4 3x4 2-3-8 2-3-8 5-1-5 2-9-13 6-7-0 1-5-11 -1-0-0 1-0-0 2-3-8 2-3-8 5-1-5 2-9-13 6-7-0 1-5-11 1-0-0 6-1-5 5-5-5 0-8-0 6-1-5 12.00 12 Plate Offsets (X,Y)-- [2:0-6-9,0-0-2], [5:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL Job Q182493R1 Truss T23 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677599 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:33 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-Oa4dcAEsemFfJ0DccO14aSL9uA2O_VkaYT0qZmycmaO Scale = 1:29.5 1 2 3 4 5 6 10 9 8 7 15 4x4 1.5x4 1.5x4 3x10 4x4 1.5x4 3x6 1.5x4 3x4 2-3-8 2-3-8 3-9-5 1-5-13 6-7-0 2-9-11 -1-0-0 1-0-0 2-3-8 2-3-8 3-9-5 1-5-13 6-7-0 2-9-11 1-0-0 4-9-5 4-1-5 0-8-0 4-9-5 12.00 12 Plate Offsets (X,Y)-- [2:0-6-13,0-0-2], [5:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 Job Q182493R1 Truss T24 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677600 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:33 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-Oa4dcAEsemFfJ0DccO14aSL7PA9Q_V2aYT0qZmycmaO Scale = 1:21.9 1 2 3 4 5 6 12 11 10 9 8 7 13 4x4 3x4 3x4 1.5x4 1.5x4 2x4 1.5x4 2x4 3x6 3x4 4x8 1-2-0 1-2-0 2-3-8 1-1-8 2-5-5 0-1-13 6-7-0 4-1-11 -1-0-0 1-0-0 1-2-0 1-2-0 2-5-5 1-3-5 6-7-0 4-1-11 1-0-0 3-5-5 2-9-5 0-8-0 3-5-5 12.00 12 Plate Offsets (X,Y)-- [5:0-2-8,0-2-0], [9:0-6-0,0-2-4] Job Q182493R1 Truss T25 Truss Type Half Hip Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677601 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:34 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-sne?pVEUP4NWwAooA5YJ6fuGKaTVjxQjn7lO5CycmaN Scale = 1:34.2 1 2 3 4 5 7 6 4x4 3x10 4x4 1.5x4 2-7-8 2-7-8 4-8-0 2-0-8 5-3-0 0-7-0 -1-0-0 1-0-0 4-8-0 4-8-0 5-3-0 0-7-0 1-0-0 5-8-0 12.00 12 Plate Offsets (X,Y)-- [2:0-6-13,0-0-2], [4:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job Q182493R1 Truss T26 Truss Type Half Hip Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677602 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:35 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-LzCO1rF6AOVNYKN_jp3YftQU_zrLSPcs?nVxdeycmaM Scale = 1:27.4 1 2 3 4 7 6 5 8 4x4 2x4 2x4 1.5x4 1.5x4 2x4 3-4-0 3-4-0 5-3-0 1-11-0 -1-0-0 1-0-0 3-4-0 3-4-0 5-3-0 1-11-0 1-0-0 4-4-0 12.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 Job Q182493R1 Truss T27 Truss Type COMMON Qty 4 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677603 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:35 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-LzCO1rF6AOVNYKN_jp3YftQRbzgZSM5s?nVxdeycmaM Scale = 1:40.7 1 2 3 4 5 6 7 8 10 9 19 20 21 22 3x4 4x6 6x8 4x4 1.5x4 1.5x4 3x4 4x6 11-0-0 11-0-0 22-0-0 11-0-0 -1-0-0 1-0-0 5-8-12 5-8-12 11-0-0 5-3-4 16-3-4 5-3-4 22-0-0 5-8-12 23-0-0 1-0-0 0-6-0 6-0-0 0-6-0 6.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-0-11], [2:0-2-9,0-2-4], [7:0-2-9,0-1-12], [7:0-1-7,0-0-11], [10:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL Job Q182493R1 Truss T28 Truss Type Half Hip Qty 2 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677604 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:36 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-p9mmEBGkxhdEAUyAHWbnB4zgcNDLBsx0EREV94ycmaL Scale = 1:18.0 1 2 3 4 7 6 5 8 4x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 2-0-0 2-0-0 3-0-0 1-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 3-0-0 1-0-0 1-0-0 3-0-0 12.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job Q182493R1 Truss T29 Truss Type Monopitch Qty 7 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677605 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:37 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-HMK8SXHMi?l5ndWNrE60kIWqanYIwJK9T5_2iXycmaK Scale = 1:11.1 1 2 3 4 1.5x4 1.5x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-4-0 1-8-0 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.14 0.12 0.00 DEFL. Job Q182493R1 Truss T30 Truss Type Hip Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677606 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:38 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-lYuWftI_TJtyPn5ZPxdFHV2vBBkAfghJhljbEzycmaJ Scale = 1:80.3 12 3 4 5 6 7 8 9 10 11 12 13 14 15 22 21 20 19 18 17 16 31 32 33 34 3x6 5x6 3x6 4x6 3x4 3x6 2x4 2x4 8x8 8x8 4x8 3x6 3x4 2x4 3x4 3x10 3x4 6x8 6x8 5x6 2x4 8-2-14 8-2-14 16-2-3 7-11-6 25-1-5 Job Q182493R1 Truss T31 Truss Type Piggyback Base Qty 1 Ply 1 FISCHER TLR-006 Job Reference (optional) I34677607 McCabe Lumber, Loveland, OH 45140 8.220 s May 24 2018 MiTek Industries, Inc. Mon Sep 17 09:23:39 2018 Page 1 ID:d7V4IyfQINYZLLhYVoUHrrzSlrW-DkSusDIdEc?p1xglyf8Upjb?jb4KO7wSwPT9mPycmaI Scale = 1:83.1 12 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 30 31 32 33 3x6 5x6 5x12 3x6 3x10 3x4 3x6 2x4 2x4 8x8 8x8 4x8 3x6 3x4 2x4 3x4 3x10 3x6 4x4 2x4 8-7-12 8-7-12 17-0-0 8-4-4 24-3-8 7-3-8 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. 28-0-0 3-8-8 39-0-0 11-0-0 41-3-8 2-3-8 -1-0-0 1-0-0 5-10-5 5-10-5 11-5-3 5-6-13 17-0-0 5-6-13 24-3-8 7-3-8 28-0-0 3-8-8 33-6-0 5-6-0 39-0-0 5-6-0 41-3-8 2-3-8 42-3-8 1-0-0 0-8-0 12-0-0 0-8-0 12-0-0 8.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [7:0-3-12,0-2-0], [8:0-9-8,0-2-8], [13:0-3-9,0-2-0], [15:0-5-4,0-4-0], [16:0-2-12,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.87 0.73 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.62 0.17 (loc) 15-16 15-16 13 l/defl >999 >794 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-16: 2x6 SPF No.2, 13-15: 2x8 SP No.1 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, except 2-0-0 oc purlins (2-10-13 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. 1 Row at midpt 9-16 WEBS 1 Row at midpt 6-19, 8-19, 8-18 REACTIONS. (lb/size) 2=1582/0-3-8, 13=1582/0-3-8 Max Horz 2=233(LC 9) Max Uplift 2=-132(LC 10), 13=-132(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2251/247, 4-6=-2119/272, 6-7=-1689/303, 7-8=-1322/292, 8-9=-2008/372, 9-10=-2068/275, 10-12=-3450/318, 12-13=-3466/208 BOT CHORD 2-21=-228/1808, 19-21=-128/1594, 18-19=0/1318, 15-16=-117/2002, 13-15=-111/2876 WEBS 6-21=-34/379, 6-19=-502/197, 7-19=-27/569, 16-18=0/1411, 8-16=-172/1009, 10-16=-466/190, 10-15=-67/1114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 10-7-10, Exterior(2) 10-7-10 to 30-7-14, Interior(1) 30-7-14 to 37-9-8, Exterior(2) 37-9-8 to 42-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=132, 13=132. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SUPPORT (BY OTHERS) 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. September 17,2018 8-11-1 28-0-0 2-10-11 39-0-0 11-0-0 41-3-8 2-3-8 -1-0-0 1-0-0 5-7-1 5-7-1 10-10-10 5-3-9 16-2-3 5-3-9 20-7-12 4-5-9 25-1-5 4-5-9 28-0-0 2-10-11 33-6-0 5-6-0 39-0-0 5-6-0 41-3-8 2-3-8 42-3-8 1-0-0 0-8-0 11-3-6 11-5-8 0-8-0 11-3-6 8.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-0-3], [9:0-2-12,0-0-12], [14:0-3-9,0-2-0], [16:0-5-4,0-4-0], [17:0-2-12,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.53 0.72 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.62 0.17 (loc) 16-17 16-17 14 l/defl >999 >799 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-17: 2x6 SPF No.2, 14-16: 2x8 SP No.1 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, except 2-0-0 oc purlins (4-10-7 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 10-17 WEBS 1 Row at midpt 6-20, 8-20, 8-19, 9-19 REACTIONS. (lb/size) 2=1582/0-3-8, 14=1582/0-3-8 Max Horz 2=-220(LC 8) Max Uplift 2=-134(LC 10), 14=-134(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2253/255, 4-6=-2130/279, 6-7=-1736/306, 7-8=-1375/290, 8-9=-1372/289, 9-10=-1975/371, 10-11=-2068/285, 11-13=-3450/325, 13-14=-3465/219 BOT CHORD 2-22=-225/1810, 20-22=-130/1621, 19-20=-10/1434, 18-19=-296/0, 16-17=-127/2002, 14-16=-120/2875 WEBS 6-22=-35/339, 6-20=-454/188, 7-20=-69/681, 8-20=-301/163, 8-19=-301/158, 17-19=0/1522, 9-17=-161/1014, 11-17=-465/191, 11-16=-68/1113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 9-9-14, Exterior(2) 9-9-14 to 31-5-10, Interior(1) 31-5-10 to 37-9-8, Exterior(2) 37-9-8 to 42-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=134, 14=134. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SUPPORT (BY OTHERS) 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. September 17,2018 Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=136/Mechanical, 2=204/0-3-8 Max Horz 2=49(LC 9) Max Uplift 4=-20(LC 10), 2=-52(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 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. September 17,2018 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.09 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=87/Mechanical, 7=175/0-3-8 Max Horz 7=94(LC 7) Max Uplift 5=-45(LC 7), 7=-19(LC 10) Max Grav 5=88(LC 17), 7=175(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.37 0.84 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.48 0.03 (loc) 10-13 10-13 7 l/defl >999 >542 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0, Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=865/0-3-8, 7=865/0-3-8 Max Horz 2=-78(LC 11) Max Uplift 2=-82(LC 10), 7=-82(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1226/220, 4-5=-971/161, 5-6=-971/161, 6-7=-1270/219 BOT CHORD 2-10=-126/1097, 7-10=-236/1107 WEBS 5-10=-1/582, 6-10=-365/160, 4-10=-355/161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 6-6-0, Exterior(2) 6-6-0 to 15-6-0, Interior(1) 15-6-0 to 18-6-0, Exterior(2) 18-6-0 to 23-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 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. September 17,2018 CSI. TC BC WB Matrix-MR 0.15 0.15 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.05 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=176/Mechanical, 7=252/0-3-8 Max Horz 7=133(LC 7) Max Uplift 5=-60(LC 7), 7=-21(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.33 0.32 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.11 0.05 (loc) 7-10 7-10 2 l/defl >842 >570 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=251/0-3-8, 6=190/Mechanical Max Horz 2=169(LC 10) Max Uplift 6=-99(LC 10) Max Grav 2=251(LC 1), 6=198(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.22 0.25 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.08 0.02 (loc) 8 7-8 7 l/defl >999 >893 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=227/Mechanical, 12=300/0-3-8 Max Horz 12=99(LC 7) Max Uplift 7=-48(LC 7), 12=-37(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.12 0.70 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.23 0.05 (loc) 8 8 7 l/defl >676 >334 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=234/Mechanical, 2=296/0-3-8 Max Horz 2=126(LC 7) Max Uplift 7=-62(LC 7), 2=-24(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-8=-250/117 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.22 0.50 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.13 0.03 (loc) 8-9 8-9 7 l/defl >999 >608 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=234/Mechanical, 2=296/0-3-8 Max Horz 2=165(LC 7) Max Uplift 7=-82(LC 7), 2=-9(LC 10) Max Grav 7=235(LC 17), 2=296(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.36 0.24 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 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) 2=296/0-3-8, 6=234/Mechanical Max Horz 2=203(LC 7) Max Uplift 6=-104(LC 7) Max Grav 2=308(LC 18), 6=281(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-256/163 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=104. 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. September 17,2018 CSI. TC BC WB Matrix-MP 0.24 0.73 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.15 -0.35 0.10 (loc) 6-7 6-7 2 l/defl >506 >224 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=234/Mechanical, 2=296/0-3-8 Max Horz 2=100(LC 9) Max Uplift 6=-48(LC 7), 2=-35(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-331/93 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 CSI. TC BC WB Matrix-MP 0.26 0.74 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.17 -0.34 0.09 (loc) 7-10 7-10 2 l/defl >447 >225 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=234/Mechanical, 2=296/0-3-8 Max Horz 2=140(LC 9) Max Uplift 6=-63(LC 7), 2=-25(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-338/90 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 CSI. TC BC WB Matrix-MP 0.38 0.51 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.16 -0.28 0.08 (loc) 7-10 7-10 2 l/defl >494 >280 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=234/Mechanical, 2=296/0-3-8 Max Horz 2=179(LC 9) Max Uplift 6=-82(LC 7), 2=-10(LC 10) Max Grav 6=235(LC 17), 2=296(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-320/107 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 BC WB Matrix-MP 0.54 0.50 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.16 -0.24 0.09 (loc) 5-8 5-8 2 l/defl >486 >326 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 31 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 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) 5=234/Mechanical, 2=296/0-3-8 Max Horz 2=216(LC 9) Max Uplift 5=-104(LC 7) Max Grav 5=281(LC 17), 2=309(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-370/166 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=104. 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. September 17,2018 28-0-0 2-0-0 28-1-5 0-1-5 39-0-0 10-10-11 41-3-8 2-3-8 -1-0-0 1-0-0 6-8-14 6-8-14 13-2-4 6-5-6 20-7-12 7-5-8 28-1-5 7-5-8 33-6-10 5-5-6 39-0-0 5-5-6 41-3-8 2-3-8 42-3-8 1-0-0 0-8-0 9-3-6 9-5-8 0-8-0 9-3-6 8.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-0-3], [6:0-4-13,Edge], [9:0-3-0,0-0-12], [13:0-8-8,0-0-0], [15:0-5-4,Edge], [18:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.76 0.86 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.89 0.15 (loc) 15-17 15-17 13 l/defl >999 >556 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SP No.1 or 2x4 SPF 2100F 1.8E, 13-15: 2x8 SP No.1 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except 2-0-0 oc purlins (3-3-3 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-18 WEBS 1 Row at midpt 7-20, 7-18 REACTIONS. (lb/size) 2=1573/0-3-8, 13=1626/0-3-8 Max Horz 2=-182(LC 8) Max Uplift 2=-140(LC 10), 13=-120(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2237/272, 4-6=-1923/303, 6-7=-1767/329, 7-8=-1734/316, 8-9=-1738/317, 9-10=-2055/297, 10-12=-3035/297, 12-13=-3011/197 BOT CHORD 2-23=-188/1792, 21-23=-188/1792, 20-21=-79/1524, 19-20=0/262, 17-18=-18/1634, 15-17=-133/1934, 13-15=-104/2483 WEBS 4-21=-384/157, 6-21=-8/434, 6-20=-138/498, 7-20=-424/185, 18-20=-95/1528, 10-15=-42/759, 9-17=0/626, 10-17=-397/187, 9-18=-195/493 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 6-8-14, Exterior(2) 6-8-14 to 19-6-9, Interior(1) 19-6-9 to 21-8-15, Exterior(2) 21-8-15 to 34-5-10, Interior(1) 34-5-10 to 37-9-8, Exterior(2) 37-9-8 to 42-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=140, 13=120. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SUPPORT (BY OTHERS) 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. September 17,2018 7-3-8 28-0-0 3-8-8 39-0-0 11-0-0 41-3-8 2-3-8 -1-0-0 1-0-0 5-10-5 5-10-5 11-5-3 5-6-13 17-0-0 5-6-13 24-3-8 7-3-8 28-0-0 3-8-8 33-6-0 5-6-0 39-0-0 5-6-0 41-3-8 2-3-8 42-3-8 1-0-0 0-8-0 12-0-0 14-5-3 0-8-0 12-0-0 8.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [8:0-0-11,0-1-2], [9:0-1-3,0-1-12], [11:12-10-12,23-3-2], [15:0-3-9,0-2-0], [17:0-5-4,0-4-0], [18:0-2-12,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.55 0.72 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.63 0.17 (loc) 17-18 17-18 15 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 MT18HS MII18 Weight: 242 lb FT = 0% GRIP 197/144 197/144 141/138 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-18: 2x6 SPF No.2, 15-17: 2x8 SP No.1 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. Except: 1 Row at midpt 7-10 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. 1 Row at midpt 12-18 WEBS 1 Row at midpt 6-21, 10-21, 10-20 REACTIONS. (lb/size) 2=1582/0-3-8, 15=1582/0-3-8 Max Horz 2=279(LC 9) Max Uplift 2=-122(LC 10), 15=-122(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2252/201, 4-6=-2120/226, 6-7=-1675/254, 7-10=-1186/240, 10-12=-2027/319, 12-13=-2067/225, 13-14=-3456/267, 14-15=-3467/146 BOT CHORD 2-23=-246/1808, 21-23=-146/1596, 20-21=0/1301, 12-18=-259/175, 17-18=-72/1997, 15-17=-66/2878 WEBS 6-23=-32/388, 6-21=-502/196, 7-21=-32/545, 18-20=0/1384, 10-18=-177/1026, 13-18=-461/188, 13-17=-68/1124 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 14-3-6, Exterior(2) 14-3-6 to 27-0-2, Interior(1) 27-0-2 to 37-9-8, Exterior(2) 37-9-8 to 42-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (5 Nails per side 10 nails total). 6) See HINGE PLATE DETAILS for plate placement. 7) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=122, 15=122. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SUPPORT (BY OTHERS) 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. September 17,2018 7-3-8 32-7-12 8-4-4 41-3-8 8-7-12 -1-0-0 1-0-0 5-10-5 5-10-5 11-5-3 5-6-13 17-0-0 5-6-13 24-3-8 7-3-8 29-10-5 5-6-13 35-5-3 5-6-13 41-3-8 5-10-5 0-8-0 12-0-0 14-5-3 0-8-0 12-0-0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [8:0-0-11,0-1-2], [9:0-1-3,0-1-12], [11:12-10-12,23-3-2], [16:0-3-1,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.55 0.72 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.42 0.13 (loc) 17-19 17-19 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS MII18 Weight: 210 lb FT = 0% GRIP 197/144 197/144 141/138 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0, Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. Except: 1 Row at midpt 7-10 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 10-20, 12-19 REACTIONS. (lb/size) 2=1582/0-3-8, 16=1527/0-3-8 Max Horz 2=275(LC 9) Max Uplift 2=-122(LC 10), 16=-104(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2253/203, 4-6=-2121/228, 6-7=-1676/257, 7-10=-1186/241, 10-12=-1676/259, 12-14=-2126/234, 14-16=-2257/210 BOT CHORD 2-22=-254/1809, 20-22=-154/1597, 19-20=0/1308, 17-19=-36/1600, 16-17=-103/1814 WEBS 6-22=-31/391, 6-20=-504/196, 7-20=-37/545, 10-19=-71/571, 12-19=-513/201, 12-17=-31/393 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 14-3-6, Exterior(2) 14-3-6 to 27-0-2, Interior(1) 27-0-2 to 36-9-8, Exterior(2) 36-9-8 to 41-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (5 Nails per side 10 nails total). 6) See HINGE PLATE DETAILS for plate placement. 7) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=122, 16=104. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 7-10-10 34-6-9 7-10-10 39-7-8 5-0-15 1-9-0 12-3-3 1-9-0 8.00 12 Plate Offsets (X,Y)-- [9:0-2-8,0-1-12], [10:Edge,0-1-8], [11:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.91 0.94 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -1.18 0.10 (loc) 11-13 11-13 10 l/defl >999 >400 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-2,8-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SP No.1 or 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 9-11: 2x4 SP No.1 or 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-2, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. REACTIONS. (lb/size) 17=1455/Mechanical, 10=1455/Mechanical Max Horz 17=-242(LC 6) Max Uplift 17=-100(LC 10), 10=-114(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1442/93, 1-2=-2814/170, 2-4=-3186/253, 4-5=-2009/281, 5-6=-2139/289, 6-8=-4967/397, 8-9=-4413/300, 9-10=-1394/130 BOT CHORD 15-16=-174/1798, 13-15=0/1210, 11-13=-97/1999 WEBS 1-16=-154/3072, 2-16=-1919/223, 4-16=-69/1086, 4-15=-609/286, 5-15=-148/848, 5-13=-166/1107, 6-13=-849/305, 6-11=-206/2791, 8-11=-2937/319, 9-11=-271/4465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 2-11-15, Interior(1) 2-11-15 to 14-3-4, Exterior(2) 14-3-4 to 23-3-4, Interior(1) 23-3-4 to 34-11-12, Exterior(2) 34-11-12 to 39-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=100, 10=114. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 9-0-0 4-4-4 13-10-10 4-10-10 18-9-4 4-10-10 23-7-14 4-10-10 28-6-8 4-10-10 32-8-8 4-2-0 36-10-8 4-2-0 44-6-0 7-7-8 45-6-0 1-0-0 5-9-0 5-6-14 12-3-3 0-8-0 5-9-0 8.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [7:0-5-0,0-1-8], [9:0-4-13,Edge], [10:0-0-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.63 0.86 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.80 0.16 (loc) 14-15 14-15 10 l/defl >999 >667 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 228 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-0 max.): 1-3, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-18, 4-15, 6-15, 7-14 REACTIONS. (lb/size) 18=1640/Mechanical, 10=1696/0-3-8 Max Horz 18=-293(LC 8) Max Uplift 18=-113(LC 10), 10=-163(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2191/234, 3-4=-2635/323, 4-5=-1887/297, 5-6=-1888/297, 6-7=-3820/446, 7-8=-3179/332, 8-9=-1960/254, 9-10=-2514/243 BOT CHORD 17-18=-54/1218, 15-17=-38/1797, 14-15=-47/2092, 12-14=-156/2689, 10-12=-82/1989 WEBS 2-18=-1890/196, 2-17=-72/1530, 3-17=-1627/235, 4-17=-69/731, 4-15=-601/182, 5-15=-229/1769, 6-15=-1201/271, 6-14=-232/2134, 7-14=-2290/304, 8-14=-4/771, 8-12=-1151/117, 9-12=-3/1047 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-7-12, Interior(1) 4-7-12 to 14-3-4, Exterior(2) 14-3-4 to 23-3-4, Interior(1) 23-3-4 to 32-4-8, Exterior(2) 32-4-8 to 45-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=113, 10=163. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 TC BC WB Matrix-MP 0.06 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 6 6 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=100/Mechanical, 2=175/0-3-8 Max Horz 2=56(LC 7) Max Uplift 5=-31(LC 5), 2=-35(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 89 lb up at 1-0-0 on top chord, and 34 lb down and 19 lb up at 1-0-0 on bottom 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 3=3(F) 6=-13(F) 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. September 17,2018 44-6-0 10-7-8 6-1-12 6-1-12 12-0-0 5-10-4 18-9-4 6-9-4 25-6-8 6-9-4 29-8-8 4-2-0 33-10-8 4-2-0 39-0-8 5-2-0 44-6-0 5-5-8 45-6-0 1-0-0 7-9-0 7-6-14 12-3-3 0-8-0 7-9-0 8.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [10:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.86 0.85 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.53 0.16 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-15 max.): 1-3, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-19, 3-18, 3-15, 5-15, 6-12 REACTIONS. (lb/size) 19=1640/Mechanical, 10=1696/0-3-8 Max Horz 19=-313(LC 8) Max Uplift 19=-125(LC 10), 10=-162(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1586/203, 1-2=-1175/199, 2-3=-1175/199, 3-4=-1899/299, 4-5=-1916/300, 5-6=-2463/324, 6-7=-1822/264, 7-8=-2265/272, 8-10=-2433/287 BOT CHORD 18-19=-192/263, 17-18=-46/1930, 15-17=-45/1933, 14-15=-104/2454, 12-14=-101/2237, 10-12=-138/1961 WEBS 1-18=-173/1859, 2-18=-361/167, 3-18=-1223/114, 3-15=-640/130, 4-15=-178/1637, 5-15=-1403/242, 6-14=-15/430, 6-12=-815/109, 7-12=-44/974 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-7-12, Interior(1) 4-7-12 to 14-3-4, Exterior(2) 14-3-4 to 23-3-4, Interior(1) 23-3-4 to 29-4-8, Exterior(2) 29-4-8 to 38-4-8, Interior(1) 38-4-8 to 41-0-0, Exterior(2) 41-0-0 to 45-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=125, 10=162. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 3-9-7 23-0-0 1-0-0 0-6-0 4-0-0 0-6-0 4-0-0 6.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [6:0-3-0,0-2-0], [12:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.25 0.37 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.13 0.04 (loc) 12 12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, except 2-0-0 oc purlins (4-9-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. REACTIONS. (lb/size) 2=1043/0-3-8, 8=1043/0-3-8 Max Horz 2=52(LC 8) Max Uplift 2=-368(LC 8), 8=-368(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1744/675, 3-4=-1492/641, 4-5=-1461/654, 5-6=-1461/654, 6-7=-1491/640, 7-8=-1743/675 BOT CHORD 2-14=-604/1522, 13-14=-604/1522, 12-13=-522/1285, 11-12=-474/1285, 10-11=-551/1522, 8-10=-551/1522 WEBS 3-13=-275/93, 4-13=-84/304, 4-12=-150/297, 5-12=-253/205, 6-12=-152/297, 6-11=-84/304, 7-11=-275/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=368, 8=368. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 71 lb up at 7-0-0, 71 lb down and 71 lb up at 8-11-4, 71 lb down and 65 lb up at 10-11-4, and 71 lb down and 71 lb up at 12-11-4, and 71 lb down and 71 lb up at 15-0-0 on top chord, and 80 lb down and 51 lb up at 3-0-12, 67 lb down and 65 lb up at 5-0-12, 25 lb down and 24 lb up at 7-0-12, 25 lb down and 24 lb up at 8-11-4, 25 lb down and 24 lb up at 10-11-4, 25 lb down and 24 lb up at 12-11-4, 25 lb down and 24 lb up at 14-11-4, and 67 lb down and 65 lb up at 16-11-4, and 80 lb down and 51 lb up at 18-11-4 on bottom 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 15-18=-20 Continued on page 2 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. September 17,2018 12-8-0 6-2-4 14-11-15 2-3-15 17-10-0 2-10-1 22-6-9 4-8-9 30-10-8 8-4-0 37-6-8 6-8-0 44-6-0 6-11-8 6-5-12 6-5-12 12-8-0 6-2-4 14-11-15 2-3-15 17-10-0 2-10-1 18-9-4 0-11-4 22-6-9 3-9-5 26-8-8 4-2-0 30-10-8 4-2-0 37-6-8 6-8-0 44-6-0 6-11-8 45-6-0 1-0-0 9-9-0 9-6-14 12-3-3 0-8-0 3-0-0 9-9-0 8.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-1-8], [9:0-4-12,0-0-12], [13:0-3-1,0-0-3], [20:0-2-0,Edge], [22:0-2-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.93 0.77 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.63 0.29 (loc) 20 16-18 13 l/defl >999 >846 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 298 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-15 max.): 1-4, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-25, 2-24, 6-18, 7-18, 8-16 REACTIONS. (lb/size) 25=1640/Mechanical, 13=1696/0-3-8 Max Horz 25=-333(LC 8) Max Uplift 25=-141(LC 10), 13=-161(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-1585/216, 1-2=-972/207, 2-3=-2275/268, 3-4=-2277/267, 4-5=-2524/319, 5-6=-2361/345, 6-7=-2377/412, 7-8=-1963/304, 8-9=-1673/281, 9-11=-2441/402, 11-13=-2438/254 BOT CHORD 24-25=-183/271, 21-22=-17/2510, 20-21=-17/2511, 16-18=-47/1883, 15-16=-14/1682, 13-15=-104/1957 WEBS 1-24=-168/1733, 2-24=-1772/180, 22-24=-63/1060, 2-22=-89/1906, 4-22=-649/88, 4-20=-1053/125, 18-20=0/2256, 6-20=-99/2160, 6-18=-383/382, 7-18=-1472/293, 9-16=0/629, 9-15=-229/534, 11-15=-337/250, 8-18=0/275, 8-16=-501/101 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-7-12, Interior(1) 4-7-12 to 14-11-15, Exterior(2) 14-11-15 to 22-6-9, Interior(1) 22-6-9 to 26-4-8, Exterior(2) 26-4-8 to 35-4-8, Interior(1) 35-4-8 to 41-0-0, Exterior(2) 41-0-0 to 45-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=141, 13=161. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.19 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=265/0-3-8, 6=214/Mechanical Max Horz 2=86(LC 7) Max Uplift 2=-48(LC 8), 6=-61(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 47 lb up at 2-0-0, and 71 lb down and 49 lb up at 3-3-12 on top chord, and 23 lb down at 2-0-0, and 26 lb down at 3-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 6-8=-20 Concentrated Loads (lb) Vert: 4=-1(B) 7=-1(B) 12=-24(B) 13=-21(B) 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. September 17,2018 5-2-0 17-11-15 0-1-15 19-6-8 1-6-9 23-8-8 4-2-0 27-10-8 4-2-0 36-0-8 8-2-0 44-6-0 8-5-8 6-5-12 6-5-12 12-8-0 6-2-4 17-11-15 5-3-15 18-9-4 0-9-5 19-6-8 0-9-4 23-8-8 4-2-0 27-10-8 4-2-0 33-3-14 5-5-5 38-9-3 5-5-5 44-6-0 5-8-13 45-6-0 1-0-0 11-9-0 12-3-3 0-8-0 3-0-0 11-9-0 8.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-4], [9:0-9-8,0-2-8], [22:0-2-0,0-2-4], [23:0-1-12,0-2-0], [24:0-2-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.63 0.79 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.50 0.26 (loc) 22 16-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 331 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-27: 2x6 SPF No.2 SLIDER Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 1-5, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. 1 Row at midpt 4-24 WEBS 1 Row at midpt 1-27, 7-22, 9-16, 10-16, 8-19, 5-23, 5-24 2 Rows at 1/3 pts 2-26 JOINTS 1 Brace at Jt(s): 1, 22 REACTIONS. (lb/size) 27=1638/Mechanical, 14=1693/0-3-8 Max Horz 27=-353(LC 8) Max Uplift 27=-159(LC 10), 14=-160(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-1581/206, 1-2=-790/209, 2-4=-1735/235, 4-5=-1741/235, 5-6=-2264/300, 6-7=-2256/298, 7-8=-2096/269, 8-9=-1588/291, 9-10=-2531/528, 10-12=-2314/266, 12-14=-2440/240 BOT CHORD 26-27=-173/278, 4-24=-336/129, 23-24=0/2067, 22-23=0/2006, 18-19=0/1497, 16-18=0/1499, 14-16=-111/1962 WEBS 1-26=-149/1629, 2-26=-1677/147, 24-26=-68/864, 2-24=-46/1625, 7-22=-972/153, 9-18=0/273, 9-16=-374/953, 10-16=-486/294, 8-19=-1308/131, 9-19=-130/278, 19-22=0/1945, 8-22=-23/1151, 5-23=-603/136, 5-24=-640/111, 6-23=-82/712, 6-22=-193/1083 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 4-8-12, Interior(1) 4-8-12 to 17-11-15, Exterior(2) 17-11-15 to 19-6-8, Interior(1) 19-6-8 to 23-4-8, Exterior(2) 23-4-8 to 32-4-8, Interior(1) 32-4-8 to 41-0-0, Exterior(2) 41-0-0 to 45-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=159, 14=160. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.19 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=265/0-3-8, 6=214/Mechanical Max Horz 2=86(LC 7) Max Uplift 2=-48(LC 8), 6=-61(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 47 lb up at 2-0-0, and 71 lb down and 49 lb up at 3-3-12 on top chord, and 23 lb down at 2-0-0, and 26 lb down at 3-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 6-8=-20 Concentrated Loads (lb) Vert: 4=-1(F) 7=-1(F) 12=-24(F) 13=-21(F) 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. September 17,2018 5-6-4 5-6-4 10-9-1 5-2-12 18-5-10 7-8-9 26-3-14 7-10-5 34-0-7 7-8-9 39-3-4 5-2-12 44-9-8 5-6-4 45-9-8 1-0-0 0-8-0 7-7-14 7-10-0 0-8-0 7-7-14 8.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [12:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.84 0.89 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.20 (loc) 14-26 14-26 12 l/defl >999 >946 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0, Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, except 2-0-0 oc purlins (3-0-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 8-17, 8-14 REACTIONS. (lb/size) 2=1711/0-3-8, 12=1711/0-3-8 Max Horz 2=-150(LC 8) Max Uplift 2=-157(LC 10), 12=-157(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2455/326, 4-5=-2285/310, 5-6=-1841/299, 6-8=-2490/372, 8-9=-1841/299, 9-10=-2285/310, 10-12=-2455/326 BOT CHORD 2-19=-219/1979, 17-19=-213/2490, 16-17=-174/2490, 14-16=-174/2490, 12-14=-169/1979 WEBS 5-19=-29/875, 6-19=-971/191, 6-17=0/302, 8-16=0/302, 8-14=-971/191, 9-14=-30/875 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 4-4-11, Exterior(2) 4-4-11 to 17-1-6, Interior(1) 17-1-6 to 27-8-2, Exterior(2) 27-8-2 to 40-4-13, Interior(1) 40-4-13 to 41-3-8, Exterior(2) 41-3-8 to 45-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=157, 12=157. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.32 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=307/0-3-8, 5=229/Mechanical Max Horz 7=66(LC 5) Max Uplift 7=-55(LC 8), 5=-46(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 10 lb up at 1-1-5, and 54 lb down and 31 lb up at 2-7-12, and 54 lb down and 30 lb up at 4-7-12 on top chord, and 14 lb down and 21 lb up at 1-1-5, and 9 lb down at 2-7-12, and 9 lb down at 4-7-12 on bottom 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 8=-1(F) 10=-1(F) 11=-4(F) 12=-4(F) 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. September 17,2018 6-8-12 44-9-8 7-0-4 -1-0-0 1-0-0 7-0-4 7-0-4 13-9-0 6-8-12 19-6-3 5-9-2 25-3-5 5-9-2 31-0-8 5-9-2 37-9-4 6-8-12 44-9-8 7-0-4 45-9-8 1-0-0 0-8-0 9-7-14 9-10-0 0-8-0 9-7-14 8.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-0-3], [14:0-3-1,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.79 0.78 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.49 0.18 (loc) 17-19 17-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0, Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except 2-0-0 oc purlins (3-11-14 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 7-21, 9-17, 12-17 REACTIONS. (lb/size) 2=1711/0-3-8, 14=1711/0-3-8 Max Horz 2=189(LC 9) Max Uplift 2=-152(LC 10), 14=-152(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2465/291, 4-6=-2135/323, 6-7=-1690/314, 7-9=-1984/338, 9-10=-1690/314, 10-12=-2135/323, 12-14=-2465/291 BOT CHORD 2-22=-207/1977, 21-22=-207/1977, 19-21=-107/1957, 17-19=-81/1957, 16-17=-134/1977, 14-16=-134/1977 WEBS 4-21=-401/168, 6-21=-46/805, 7-21=-612/168, 9-17=-612/168, 10-17=-46/805, 12-17=-401/168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 7-4-11, Exterior(2) 7-4-11 to 20-1-6, Interior(1) 20-1-6 to 24-8-2, Exterior(2) 24-8-2 to 37-4-13, Interior(1) 37-4-13 to 41-3-8, Exterior(2) 41-3-8 to 45-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=152, 14=152. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 WB Matrix-MP 0.06 0.06 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 9 6 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-2-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=96/Mechanical, 2=167/0-5-8 Max Horz 2=71(LC 7) Max Uplift 5=-56(LC 5), 2=-33(LC 8) Max Grav 5=100(LC 29), 2=167(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 41 lb up at 1-6-0 on bottom 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 6=-16(F) 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. September 17,2018 8-6-4 5-9-5 5-9-5 11-3-3 5-5-13 16-9-0 5-5-13 22-4-12 5-7-12 28-0-7 5-7-12 33-6-5 5-5-13 39-0-2 5-5-13 44-9-8 5-9-5 45-9-8 1-0-0 0-8-0 11-7-14 11-10-0 0-8-0 11-7-14 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.63 0.98 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -1.10 0.17 (loc) 17-18 17-18 13 l/defl >999 >491 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0, Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except 2-0-0 oc purlins (4-5-7 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-18. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS. (lb/size) 1=1657/0-3-8, 13=1712/0-3-8 Max Horz 1=-223(LC 6) Max Uplift 1=-128(LC 10), 13=-146(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2470/291, 3-5=-2341/316, 5-6=-1939/333, 6-7=-1542/314, 7-8=-1541/313, 8-9=-1938/332, 9-11=-2336/308, 11-13=-2465/283 BOT CHORD 1-20=-247/1988, 18-20=-146/1793, 17-18=-28/1634, 15-17=-75/1791, 13-15=-134/1983 WEBS 5-20=-43/331, 5-18=-464/198, 6-18=-71/757, 7-18=-351/183, 7-17=-352/182, 8-17=-70/757, 9-17=-462/197, 9-15=-41/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 10-4-11, Exterior(2) 10-4-11 to 34-4-13, Interior(1) 34-4-13 to 41-3-8, Exterior(2) 41-3-8 to 45-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=128, 13=146. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 5-3-8 5-3-8 10-4-8 5-1-0 14-9-6 4-4-14 19-2-4 4-4-14 23-7-2 4-4-14 28-0-0 4-4-14 30-11-0 2-11-0 34-11-8 4-0-8 39-0-0 4-0-8 40-3-8 1-3-8 41-3-8 1-0-0 -1-0-0 1-0-0 5-3-8 5-3-8 10-4-8 5-1-0 14-9-6 4-4-14 19-2-4 4-4-14 23-7-2 4-4-14 28-0-0 4-4-14 30-11-0 2-11-0 34-11-8 4-0-8 39-0-0 4-0-8 40-3-8 1-3-8 41-3-8 1-0-0 42-3-8 1-0-0 0-8-0 7-7-0 0-8-0 7-7-0 8.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-4], [2:0-4-2,0-0-0], [5:0-3-12,0-2-0], [11:0-3-12,0-2-0], [19:0-5-12,0-5-0], [22:0-2-12,0-3-8], [23:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.52 0.87 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.20 -0.42 0.17 (loc) 24-25 24-25 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 511 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-23,13-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0, Right 2x4 SPF No.2 0-11-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except 2-0-0 oc purlins (5-5-6 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=3703/0-3-8, 15=3659/0-3-8 Max Horz 2=147(LC 26) Max Uplift 2=-1169(LC 8), 15=-1144(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5395/1780, 4-5=-4972/1758, 5-6=-4956/1811, 6-7=-4956/1811, 7-8=-5225/1877, 8-10=-5055/1812, 10-11=-5067/1816, 11-12=-5397/1877, 12-13=-6233/2048, 13-14=-8431/2650, 14-15=-2490/795 BOT CHORD 2-29=-1481/4410, 28-29=-1481/4410, 26-28=-1415/4063, 25-26=-1875/5329, 24-25=-1875/5329, 23-24=-345/981, 22-23=-125/342, 21-22=-1395/4388, 20-21=-1601/5164, 19-20=-2263/7325, 18-19=-175/591, 13-19=-426/1606, 17-18=-319/996, 15-17=-914/2991 WEBS 4-29=-33/312, 4-28=-420/136, 5-28=-348/1009, 5-26=-747/1780, 7-26=-772/313, 7-25=-210/602, 7-24=-259/164, 8-24=-225/336, 22-24=-1480/4296, 8-22=-398/224, 11-22=-693/1665, 11-21=-456/1352, 12-21=-1044/340, 12-20=-218/917, 13-20=-2220/681, 14-17=-2651/816, 17-19=-852/2850, 14-19=-1247/4010 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 14-17 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1169, 15=1144. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 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. September 17,2018 Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=11/4-0-0, 2=148/4-0-0, 6=181/4-0-0 Max Horz 2=48(LC 7) Max Uplift 5=-4(LC 9), 2=-45(LC 6), 6=-28(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. 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. September 17,2018 8-7-12 5-10-5 5-10-5 11-5-3 5-6-13 17-0-0 5-6-13 22-4-12 5-4-12 27-9-8 5-4-12 33-4-5 5-6-13 38-11-3 5-6-13 44-9-8 5-10-5 45-9-8 1-0-0 0-8-0 12-0-0 0-8-0 12-0-0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [8:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.64 0.91 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.94 0.16 (loc) 17-18 17-18 13 l/defl >999 >574 n/a L/d 240 180 n/a PLATES MT20 Weight: 222 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0, Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except 2-0-0 oc purlins (4-6-8 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS. (lb/size) 1=1657/0-3-8, 13=1712/0-3-8 Max Horz 1=-228(LC 6) Max Uplift 1=-127(LC 10), 13=-145(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2470/288, 3-5=-2338/313, 5-6=-1925/334, 6-7=-1510/315, 7-8=-1510/314, 8-9=-1924/333, 9-11=-2333/306, 11-13=-2465/280 BOT CHORD 1-20=-249/1988, 18-20=-147/1785, 17-18=-16/1586, 15-17=-71/1784, 13-15=-131/1982 WEBS 5-20=-41/346, 5-18=-497/204, 6-18=-72/757, 7-18=-327/181, 7-17=-328/181, 8-17=-72/757, 9-17=-496/204, 9-15=-40/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 10-7-10, Exterior(2) 10-7-10 to 34-1-14, Interior(1) 34-1-14 to 41-3-8, Exterior(2) 41-3-8 to 45-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=127, 13=145. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 27-3-7 8-6-3 31-6-8 4-3-1 35-8-8 4-2-0 39-10-8 4-2-0 44-6-0 4-7-8 3-1-12 3-1-12 6-0-0 2-10-4 10-3-1 4-3-1 14-6-3 4-3-1 18-9-4 4-3-1 23-0-5 4-3-1 27-3-7 4-3-1 31-6-8 4-3-1 35-8-8 4-2-0 39-10-8 4-2-0 44-6-0 4-7-8 45-6-0 1-0-0 3-9-0 12-3-3 0-8-0 3-9-0 8.00 12 Plate Offsets (X,Y)-- [11:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.62 1.00 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.78 0.14 (loc) 16-18 18-19 12 l/defl >999 >685 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-14 max.): 1-3, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-19, 9-18 REACTIONS. (lb/size) 25=1688/Mechanical, 12=2151/0-3-8 Max Horz 25=-270(LC 6) Max Uplift 25=-120(LC 8), 12=-320(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-1636/130, 1-2=-1400/82, 2-3=-1400/82, 3-4=-2650/193, 4-5=-2286/237, 5-6=-1971/271, 6-7=-1973/254, 7-8=-3691/452, 8-9=-3676/345, 9-10=-3950/471, 10-11=-3950/471, 11-12=-3171/446 BOT CHORD 23-24=-191/2542, 22-23=-190/2544, 21-22=-141/2166, 19-21=-72/1847, 18-19=-34/2134, 16-18=-393/4877, 15-16=-395/4876, 14-15=-286/2542, 12-14=-291/2560 WEBS 1-24=-136/2085, 3-24=-1768/103, 3-22=-482/62, 4-22=0/421, 4-21=-563/121, 5-21=-61/501, 5-19=-612/184, 6-19=-220/1891, 7-19=-1283/294, 7-18=-305/2077, 8-18=-264/158, 9-18=-2369/337, 9-15=-1191/116, 11-15=-163/1811, 11-14=-125/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=120, 12=320. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 427 lb down and 111 lb up at 39-9-0, and 76 lb down and 76 lb up at 41-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 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. September 17,2018 Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.07 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 74 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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. All bearings 12-0-0. (lb) - Max Horz 24=-158(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-147(LC 6), 14=-113(LC 7), 23=-153(LC 10), 15=-142(LC 11) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=147, 14=113, 23=153, 15=142. 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. September 17,2018 17-0-0 8-4-4 27-9-8 10-9-8 36-1-12 8-4-4 44-9-8 8-7-12 5-10-5 5-10-5 11-5-3 5-6-13 17-0-0 5-6-13 22-4-12 5-4-12 27-9-8 5-4-12 33-4-5 5-6-13 38-11-3 5-6-13 44-9-8 5-10-5 45-9-8 1-0-0 0-8-0 12-0-0 15-7-3 0-8-0 12-0-0 8.00 12 Plate Offsets (X,Y)-- [7:0-0-11,0-1-2], [9:0-1-3,0-1-12], [10:15-2-8,25-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.65 0.84 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.76 0.16 (loc) 20-21 20-21 16 l/defl >999 >711 n/a L/d 240 180 n/a PLATES MT20 MT18HS MII18 Weight: 237 lb FT = 0% GRIP 197/144 197/144 141/138 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0, Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 8-21, 8-20, 12-20 JOINTS 1 Brace at Jt(s): 8 REACTIONS. (lb/size) 1=1657/0-3-8, 16=1712/0-3-8 Max Horz 1=-298(LC 8) Max Uplift 1=-113(LC 10), 16=-131(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2472/222, 3-5=-2340/247, 5-6=-1908/263, 6-9=-323/89, 6-8=-1336/249, 8-11=-1335/248, 9-11=-323/89, 11-12=-1907/262, 12-14=-2336/240, 14-16=-2467/215 BOT CHORD 1-23=-277/1990, 21-23=-173/1783, 20-21=-22/1518, 18-20=-13/1781, 16-18=-79/1984 WEBS 5-23=-41/361, 5-21=-479/191, 6-21=-12/629, 11-20=-12/629, 12-20=-477/191, 12-18=-39/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 16-0-6, Exterior(2) 16-0-6 to 28-9-2, Interior(1) 28-9-2 to 41-3-8, Exterior(2) 41-3-8 to 45-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (5 Nails per side 10 nails total). 6) See HINGE PLATE DETAILS for plate placement. 7) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=113, 16=131. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 4-8-11 27-1-7 4-8-11 31-10-1 4-8-11 36-5-0 4-6-15 40-6-0 4-1-0 44-9-8 4-3-8 -1-0-0 1-0-0 4-3-8 4-3-8 8-4-8 4-1-0 12-11-7 4-6-15 17-8-1 4-8-11 22-4-12 4-8-11 27-1-7 4-8-11 31-10-1 4-8-11 36-5-0 4-6-15 40-6-0 4-1-0 44-9-8 4-3-8 45-9-8 1-0-0 0-8-0 6-3-0 0-8-0 6-3-0 8.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-4], [2:0-4-10,0-0-12], [5:0-3-12,0-2-0], [12:0-3-12,0-2-0], [15:0-0-14,0-1-4], [15:0-4-10,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.44 0.68 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.31 -0.53 0.14 (loc) 22-23 21-22 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 504 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0, Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except 2-0-0 oc purlins (4-8-6 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. REACTIONS. (lb/size) 2=3399/0-3-8, 15=3414/0-3-8 Max Horz 2=122(LC 26) Max Uplift 2=-1391(LC 8), 15=-1404(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4969/2118, 4-5=-4915/2210, 5-6=-5468/2542, 6-7=-5468/2542, 7-8=-6683/3125, 8-10=-6683/3125, 10-11=-5498/2566, 11-12=-5498/2566, 12-13=-4943/2234, 13-15=-4993/2138 BOT CHORD 2-27=-1756/4046, 26-27=-1756/4046, 25-26=-1836/4036, 23-25=-2994/6385, 22-23=-2994/6385, 21-22=-2967/6395, 19-21=-2967/6395, 18-19=-1748/4059, 17-18=-1677/4065, 15-17=-1677/4065 WEBS 5-26=-268/624, 5-25=-1218/2375, 6-25=-254/119, 7-25=-1499/768, 7-23=-279/518, 7-22=-309/515, 10-22=-296/499, 10-21=-269/506, 10-19=-1469/742, 11-19=-254/120, 12-19=-1226/2385, 12-18=-274/631 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1391, 15=1404. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 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. September 17,2018 in -0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=83/2-8-0, 2=158/2-8-0 Max Horz 2=49(LC 7) Max Uplift 4=-15(LC 10), 2=-27(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 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. September 17,2018 8-7-12 5-10-5 5-10-5 11-5-3 5-6-13 17-0-0 5-6-13 22-4-12 5-4-12 27-9-8 5-4-12 33-4-5 5-6-13 38-11-3 5-6-13 44-9-8 5-10-5 45-9-8 1-0-0 0-8-0 12-0-0 0-8-0 12-0-0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [8:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.64 0.91 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.94 0.16 (loc) 17-18 17-18 13 l/defl >999 >574 n/a L/d 240 180 n/a PLATES MT20 Weight: 222 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0, Right 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except 2-0-0 oc purlins (4-6-8 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS. (lb/size) 1=1657/0-3-8, 13=1712/0-3-8 Max Horz 1=-228(LC 8) Max Uplift 1=-127(LC 10), 13=-145(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2470/288, 3-5=-2338/313, 5-6=-1925/334, 6-7=-1510/315, 7-8=-1510/314, 8-9=-1924/333, 9-11=-2333/306, 11-13=-2465/280 BOT CHORD 1-20=-249/1988, 18-20=-147/1785, 17-18=-16/1586, 15-17=-71/1784, 13-15=-131/1982 WEBS 5-20=-41/346, 5-18=-497/204, 6-18=-72/757, 7-18=-327/181, 7-17=-328/181, 8-17=-72/757, 9-17=-496/204, 9-15=-40/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 10-7-10, Exterior(2) 10-7-10 to 34-1-14, Interior(1) 34-1-14 to 41-3-8, Exterior(2) 41-3-8 to 45-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=127, 13=145. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.40 0.47 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 183 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=5660/0-3-8, 8=4901/0-3-8 Max Horz 2=134(LC 5) Max Uplift 2=-455(LC 8), 8=-434(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4715/417, 4-5=-4583/465, 5-6=-4603/491, 6-8=-4735/439 BOT CHORD 2-10=-298/3209, 9-10=-186/2295, 8-9=-269/3223 WEBS 5-10=-327/3217, 5-9=-387/3263 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=455, 8=434. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1439 lb down and 117 lb up at 0-9-12, 1668 lb down and 140 lb up at 2-9-12, 1620 lb down and 133 lb up at 4-9-12, 1620 lb down and 145 lb up at 6-9-12, and 1620 lb down and 161 lb up at 8-9-12, and 1618 lb down and 179 lb up at 10-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 11-15=-20, 1-5=-54, 5-8=-54 Continued on page 2 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. September 17,2018 12-0-10 0-4-15 12-0-10 6-6-9 6-6-9 12.00 12 12.00 12 Plate Offsets (X,Y)-- [10:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.07 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 136 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 29, 32, 35 REACTIONS. All bearings 17-6-11. (lb) - Max Horz 1=-259(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 14, 27, 28, 20, 19, 18, 17, 16, 15, 25 except 23=-235(LC 11), 33=-107(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 23, 14, 27, 28, 21, 20, 19, 18, 17, 16, 15, 33, 26, 34, 25, 24, 22 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-267/188, 13-14=-318/229 BOT CHORD 1-28=-249/338, 27-28=-247/342, 26-27=-234/335, 25-26=-246/332, 24-25=-248/342, 23-24=-248/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-4-15 to 10-0-1, Exterior(2) 10-0-1 to 12-8-7, Corner(3) 12-8-7 to 17-2-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 1, 33, 34 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 27, 28, 20, 19, 18, 17, 16, 15, 25 except (jt=lb) 23=235, 33=107. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 27, 28, 26, 25, 24. 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. September 17,2018 Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.35 0.41 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.09 0.04 (loc) 8-11 8-15 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=521/0-3-8, 6=521/0-3-8 Max Horz 2=142(LC 9) Max Uplift 2=-35(LC 10), 6=-35(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-404/122, 4-6=-404/122 BOT CHORD 2-8=0/264, 6-8=0/264 WEBS 4-8=0/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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. September 17,2018 WB Matrix-MP 0.31 0.24 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 -0.00 (loc) 4-5 4-5 4 l/defl >999 >718 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=234/Mechanical, 4=173/Mechanical Max Horz 5=92(LC 7) Max Uplift 5=-48(LC 6), 4=-30(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. September 17,2018 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=240/Mechanical, 5=185/Mechanical Max Horz 7=70(LC 5) Max Uplift 7=-65(LC 4), 5=-57(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 91 lb up at 3-1-6 on top chord, and 11 lb down and 3 lb up at 1-10-0, and 9 lb down at 3-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 3=-20(B) 6=-1(B) 9=3(B) 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. September 17,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.05 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 81 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-9-12, Right 2x6 SPF No.2 1-9-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-7-8. (lb) - Max Horz 2=-142(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 18, 19, 16, 15 except 20=-129(LC 10), 14=-123(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 12, 17, 18, 19, 20, 16, 15, 14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 18, 19, 16, 15 except (jt=lb) 20=129, 14=123. 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. September 17,2018 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 -0.00 (loc) 4-5 4-5 4 l/defl >999 >718 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=234/Mechanical, 4=173/Mechanical Max Horz 5=92(LC 7) Max Uplift 5=-48(LC 6), 4=-30(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. September 17,2018 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=291/0-6-5, 3=-6/Mechanical, 4=-20/Mechanical Max Horz 5=45(LC 7) Max Uplift 5=-64(LC 6), 3=-10(LC 10), 4=-20(LC 1) Max Grav 5=291(LC 1), 3=6(LC 6), 4=23(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-235/306 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 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. September 17,2018 Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=67/Mechanical, 2=172/0-3-8, 4=33/Mechanical Max Horz 2=57(LC 10) Max Uplift 3=-34(LC 10), 2=-21(LC 10) Max Grav 3=67(LC 1), 2=172(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 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. September 17,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=182/0-3-8, 3=59/Mechanical, 4=26/Mechanical Max Horz 5=105(LC 10) Max Uplift 3=-69(LC 10), 4=-9(LC 10) Max Grav 5=182(LC 1), 3=71(LC 17), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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. September 17,2018 Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=33/Mechanical, 2=134/0-3-8, 4=16/Mechanical Max Horz 2=53(LC 10) Max Uplift 3=-22(LC 10), 2=-15(LC 10) Max Grav 3=35(LC 17), 2=134(LC 1), 4=33(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 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. September 17,2018 Matrix-MP 0.35 0.34 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.09 0.04 (loc) 7-10 7-10 2 l/defl >913 >649 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=243/0-3-8, 7=188/Mechanical Max Horz 2=183(LC 10) Max Uplift 7=-128(LC 10) Max Grav 2=243(LC 1), 7=213(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=128. 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. September 17,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.35 0.20 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=296/0-3-8, 7=232/Mechanical Max Horz 10=214(LC 7) Max Uplift 10=-3(LC 6), 7=-107(LC 7) Max Grav 10=310(LC 18), 7=283(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-273/117, 2-3=-278/82 WEBS 3-7=-258/165 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 7=107. 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. September 17,2018 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=44/Mechanical, 2=145/0-3-8, 5=21/Mechanical Max Horz 2=60(LC 10) Max Uplift 4=-30(LC 10), 2=-11(LC 10) Max Grav 4=48(LC 17), 2=145(LC 1), 5=33(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 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. September 17,2018 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.14 -0.00 (loc) 6-7 6-7 6 l/defl >999 >536 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 3-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=298/0-3-8, 6=228/Mechanical Max Horz 7=224(LC 7) Max Uplift 7=-5(LC 6), 6=-110(LC 7) Max Grav 7=313(LC 18), 6=281(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-254/130 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=110. 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. September 17,2018 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 5-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=48/Mechanical, 2=150/0-3-8, 5=23/Mechanical Max Horz 2=63(LC 10) Max Uplift 4=-32(LC 10), 2=-10(LC 10) Max Grav 4=52(LC 17), 2=150(LC 1), 5=36(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 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. September 17,2018 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 5-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=53/Mechanical, 2=156/0-3-8, 5=26/Mechanical Max Horz 2=67(LC 10) Max Uplift 4=-35(LC 10), 2=-10(LC 10) Max Grav 4=57(LC 17), 2=156(LC 1), 5=40(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 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. September 17,2018 Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=22/Mechanical, 2=123/0-3-8, 4=7/Mechanical Max Horz 2=44(LC 10) Max Uplift 3=-16(LC 10), 2=-17(LC 10) Max Grav 3=24(LC 17), 2=123(LC 1), 4=24(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 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. September 17,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-8 5-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=78/Mechanical, 2=189/0-3-8, 5=41/Mechanical Max Horz 2=87(LC 10) Max Uplift 4=-49(LC 10), 2=-7(LC 10) Max Grav 4=82(LC 17), 2=189(LC 1), 5=59(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 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. September 17,2018 Matrix-MP 0.05 0.30 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=1234/0-5-8, 6=447/Mechanical Max Horz 7=108(LC 5) Max Uplift 7=-106(LC 4), 6=-91(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 7=106. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1440 lb down and 130 lb up at 0-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 8=-1440(B) 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. September 17,2018 Matrix-MR 0.05 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=129/Mechanical, 4=10/Mechanical, 3=25/Mechanical Max Horz 5=35(LC 7) Max Uplift 5=-33(LC 6), 4=-2(LC 7), 3=-18(LC 10) Max Grav 5=129(LC 1), 4=27(LC 3), 3=25(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4, 3. 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. September 17,2018 BC WB Matrix-MR 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=162/Mechanical, 3=-1/Mechanical, 4=16/Mechanical Max Horz 5=36(LC 5) Max Uplift 5=-51(LC 4), 3=-19(LC 5) Max Grav 5=162(LC 1), 3=13(LC 3), 4=42(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 10 lb up at 1-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 6=2(F) 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. September 17,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=185/Mechanical, 3=51/Mechanical, 4=21/Mechanical Max Horz 5=46(LC 7) Max Uplift 5=-46(LC 6), 3=-30(LC 10) Max Grav 5=185(LC 1), 3=51(LC 1), 4=44(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 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. September 17,2018 0.26 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=264/0-5-3, 3=61/Mechanical, 4=24/Mechanical Max Horz 5=74(LC 8) Max Uplift 5=-33(LC 8), 3=-42(LC 8) Max Grav 5=264(LC 1), 3=65(LC 29), 4=55(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 54 lb up at 2-3-1 on top chord, and 6 lb down at 2-3-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 7=-5(B) 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. September 17,2018 0.24 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=39/Mechanical, 5=234/0-8-13 Max Horz 5=74(LC 7) Max Uplift 4=-25(LC 5), 5=-48(LC 8) Max Grav 4=57(LC 29), 5=234(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 37 lb up at 1-6-15 on top chord, and 10 lb down and 0 lb up at 1-6-15 on bottom 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 7=0(F) 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. September 17,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=237/0-5-3, 3=3/Mechanical, 4=-13/Mechanical Max Horz 5=48(LC 8) Max Uplift 5=-42(LC 8), 3=-16(LC 8), 4=-13(LC 1) Max Grav 5=237(LC 1), 3=15(LC 19), 4=23(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 28 lb up at 1-0-14 on top chord, and 8 lb down and 3 lb up at 1-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 7=3(B) 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. September 17,2018 0.20 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.04 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=246/Mechanical, 3=85/Mechanical Max Horz 5=44(LC 5) Max Uplift 5=-102(LC 4), 3=-56(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=102. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 69 lb up at 1-11-15, and 14 lb down and 59 lb up at 1-11-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 6=-27(F=59, B=-86) SUPPORT (BY OTHERS) 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. September 17,2018 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.17 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=228/9-3-4, 6=228/9-3-4, 8=285/9-3-4 Max Horz 2=-33(LC 8) Max Uplift 2=-45(LC 10), 6=-45(LC 11), 8=-8(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.10 0.17 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=224/9-3-4, 6=224/9-3-4, 8=292/9-3-4 Max Horz 2=-31(LC 8) Max Uplift 2=-44(LC 10), 6=-44(LC 11), 8=-11(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.07 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 6 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=207/5-9-4, 5=207/5-9-4, 7=67/5-9-4 Max Horz 2=25(LC 9) Max Uplift 2=-45(LC 10), 5=-45(LC 11) Max Grav 2=207(LC 1), 5=207(LC 1), 7=129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 17,2018