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HomeMy WebLinkAboutS501.0Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I35282476 thru I35282592 My license renewal date for the state of Indiana is July 31, 2020. B18803340 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: McKenzie 295 Westvale 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. November 12,2018 Johnson, Andrew Job B18803340 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282476 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:02 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-FH_xEPqAV5X48hnFPdgJziKyLQdqfky7JjDWCRyJuq? Scale = 1:15.7 1 2 5 3 4 2x4 3x4 2-7-1 2-7-1 -1-3-15 1-3-15 2-7-1 2-7-1 1-7-6 2-6-6 2-0-0 2-6-6 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.05 Job B18803340 Truss CG02 Truss Type Diagonal Hip Girder Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282477 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:03 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-jUYJRlqoGOfxlrMRzLBYWwt6JqwYOBCGYNz4ktyJuq_ Scale = 1:21.3 1 2 5 6 3 7 3x4 4 3x4 5-5-0 5-5-0 -1-3-15 1-3-15 5-5-0 5-5-0 1-7-6 3-6-6 3-0-0 3-6-6 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.28 Job B18803340 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282478 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:03 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-jUYJRlqoGOfxlrMRzLBYWwt4xquGOBCGYNz4ktyJuq_ Scale: 1/2"=1' 1 2 5 6 7 3 8 9 4 3x4 2x4 7-5-1 7-5-1 -0-10-10 0-10-10 7-5-1 7-5-1 1-5-8 4-1-0 0-6-6 3-6-10 4-1-0 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803340 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282479 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:04 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-Bg6ie5rQ1inoN?xeW2in27PF3EF77eSQn1idFJyJupz Scale: 1/2"=1' 1 2 5 6 7 3 8 9 4 3x4 3x4 6-11-12 6-11-12 -1-3-15 1-3-15 6-11-12 6-11-12 1-7-6 4-1-0 0-6-6 3-6-10 4-1-0 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803340 Truss CG05 Truss Type Diagonal Hip Girder Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282480 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:05 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-fsg4sRs3o0vf?9Wq4lD0bLySJecMs5uZ0hSBolyJupy Scale = 1:28.1 1 2 3 5 4 6 7 8 9 10 11 2x4 4x6 2x4 4x6 -2-5-4 2-5-4 6-5-9 6-5-9 2-4-4 4-7-10 4-4-2 0-3-8 4-7-10 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC Job B18803340 Truss CG06 Truss Type Diagonal Hip Girder Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282481 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:05 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-fsg4sRs3o0vf?9Wq4lD0bLySJeaQs5oZ0hSBolyJupy Scale = 1:35.1 1 2 3 5 4 6 7 2x4 4x6 2x4 4x6 5-11-3 5-11-3 -2-5-4 2-5-4 5-11-3 5-11-3 3-10-8 5-11-11 5-8-2 0-3-8 5-11-11 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC Job B18803340 Truss CG07 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282482 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:06 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-72DS3mthZJ1WcJ50eTkF7YVdH2yAbYyjELBkKCyJupx Scale = 1:22.6 1 2 5 6 3 7 4 3x8 5-7-2 5-7-2 -1-9-15 1-9-15 5-7-2 5-7-2 1-1-11 3-9-5 3-2-9 3-9-5 5.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 Job B18803340 Truss J01 Truss Type Jack-Open Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282483 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:06 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-72DS3mthZJ1WcJ50eTkF7YVcu2zabYyjELBkKCyJupx Scale: 3/4"=1' 1 2 5 3 3x4 4 3x4 1-10-15 1-10-15 -0-11-4 0-11-4 1-10-15 1-10-15 1-7-6 2-6-14 2-2-3 2-6-13 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.12 0.00 Job B18803340 Truss J02 Truss Type Jack-Open Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282484 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:07 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-cFnqH6tJKd9NETfDCAGUgm1kQRHHK_BsT?xHseyJupw Scale = 1:20.8 1 2 5 3 4 3x4 3x4 3-10-8 3-10-8 -0-11-4 0-11-4 3-10-8 3-10-8 1-7-6 3-6-10 3-1-15 3-6-10 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.47 0.22 Job B18803340 Truss J03 Truss Type Jack-Open Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282485 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:07 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-cFnqH6tJKd9NETfDCAGUgm1neRJpK_BsT?xHseyJupw Scale: 3/4"=1' 1 2 5 3 3x4 4 3x4 1-10-15 1-10-15 -0-11-4 0-11-4 1-10-15 1-10-15 1-7-6 2-6-14 2-2-3 2-6-13 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.12 0.00 Job B18803340 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282486 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:08 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-4RLCUSux5xHEscEPlunjDza_prfi3RR?ifgrO4yJupv Scale = 1:13.7 1 2 5 3 4 2x4 2x4 1-3-15 1-3-15 -0-7-8 0-7-8 1-3-15 1-3-15 1-5-8 2-1-8 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.08 0.00 DEFL. Job B18803340 Truss J05 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282487 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:08 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-4RLCUSux5xHEscEPlunjDzax0reO3RR?ifgrO4yJupv Scale = 1:18.6 1 2 5 3 4 3x4 3x4 3-3-15 3-3-15 -0-7-8 0-7-8 3-3-15 3-3-15 1-5-8 3-1-8 2-8-13 3-1-8 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.16 Job B18803340 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282488 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:09 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-YdvbiovZsEP5TmpbJbIylB76mFzdouh9wJQOxXyJupu Scale = 1:18.6 1 2 5 3 4 3x4 3x4 3-3-15 3-3-15 -0-7-8 0-7-8 3-3-15 3-3-15 1-5-8 3-1-8 2-8-13 3-1-8 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.16 Job B18803340 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282489 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:09 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-YdvbiovZsEP5TmpbJbIylB79ZF_xouh9wJQOxXyJupu Scale = 1:13.7 1 2 5 3 2x4 4 2x4 1-3-15 1-3-15 -0-7-8 0-7-8 1-3-15 1-3-15 1-5-8 2-1-8 1-8-13 2-1-8 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.08 0.00 Job B18803340 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282490 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:10 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-0qTzv8wBdYXx5wOntJpBIOfDAfHlXLxI9z9xTzyJupt Scale = 1:24.4 1 2 5 3 4 3x6 2x4 5-3-8 5-3-8 -0-7-8 0-7-8 5-3-8 5-3-8 1-5-8 4-1-4 0-4-11 3-8-9 4-1-4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.63 Job B18803340 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282491 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:10 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-0qTzv8wBdYXx5wOntJpBIOfD6fHlXLxI9z9xTzyJupt Scale = 1:23.4 1 2 5 3 4 3x6 3x4 4-11-12 4-11-12 -0-11-4 0-11-4 4-11-12 4-11-12 1-7-6 4-1-4 3-8-9 4-1-4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.63 0.30 Job B18803340 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282492 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:11 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-U01L7UxpOsfoj4z_R0KQqcCS33f?GoBSOdvV?PyJups Scale = 1:18.7 1 2 5 3 4 3x4 3x4 3-0-3 3-0-3 -0-11-4 0-11-4 3-0-3 3-0-3 1-7-6 3-1-8 2-8-13 3-1-8 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.17 Job B18803340 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282493 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:11 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-U01L7UxpOsfoj4z_R0KQqcCUd3gDGoBSOdvV?PyJups Scale = 1:13.7 1 2 5 3 2x4 4 3x4 1-0-3 1-0-3 -0-11-4 0-11-4 1-0-3 1-0-3 1-7-6 2-1-8 1-8-13 2-1-8 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.09 0.00 Job B18803340 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282494 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:12 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-yCbjKqxS99nfKEYA_krfNplcsS_c?FRbdHe2XryJupr Scale = 1:18.4 1 2 5 3 4 3x4 3x6 1-0-1 1-0-1 -1-3-8 1-3-8 1-0-1 1-0-1 2-4-4 3-0-4 2-7-1 3-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.42 0.21 Job B18803340 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282495 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:12 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-yCbjKqxS99nfKEYA_krfNplgnS?k?E2bdHe2XryJupr Scale = 1:22.6 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-3-1 0-9-1 -1-3-8 1-3-8 2-3-1 2-3-1 2-4-4 3-10-4 3-5-1 3-10-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803340 Truss J14 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282496 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:13 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-QP95XAy4vTvWyO7MYRMuv1HrXsLzkhHlrxOc4IyJupq Scale = 1:22.6 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-3-1 0-9-1 -1-3-8 1-3-8 2-3-1 2-3-1 2-4-4 3-10-4 3-5-1 3-10-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803340 Truss J15 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282497 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:13 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-QP95XAy4vTvWyO7MYRMuv1HncsKrkiglrxOc4IyJupq Scale = 1:18.4 1 2 5 3 4 3x4 3x6 1-0-1 1-0-1 -1-3-8 1-3-8 1-0-1 1-0-1 2-4-4 3-0-4 2-7-1 3-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.42 0.21 Job B18803340 Truss J16 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282498 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:14 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-ubiUlVzign1NaXiZ68u7SEq?TGgdT8du4b79ckyJupp Scale = 1:21.6 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 4-1-9 2-7-9 -1-3-8 1-3-8 4-1-9 4-1-9 2-0-0 3-8-11 3-4-4 3-8-11 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803340 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282499 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:14 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-ubiUlVzign1NaXiZ68u7SEq_gGiNT9wu4b79ckyJupp Scale = 1:15.1 1 2 5 3 4 3x4 3x4 -1-3-8 1-3-8 0-11-3 0-11-3 2-0-0 2-4-11 2-0-4 2-4-11 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.13 0.00 DEFL. Job B18803340 Truss J18 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282500 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:15 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-NnGsyr_KR49EChHlfsPM?SNADg0sCbt1JFti8AyJupo Scale = 1:21.6 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 4-1-9 2-7-9 -1-3-8 1-3-8 4-1-9 4-1-9 2-0-0 3-8-11 0-4-7 3-4-4 3-8-11 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC Job B18803340 Truss J19 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282501 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:15 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-NnGsyr_KR49EChHlfsPM?SN9Qg2cCcA1JFti8AyJupo Scale = 1:15.1 1 2 5 3 4 3x4 3x4 -1-3-8 1-3-8 0-11-3 0-11-3 2-0-0 2-4-11 2-0-4 2-4-11 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.13 0.00 DEFL. Job B18803340 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282502 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:16 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-r_qEAB_yCOI5prsxDZwbXfvEW4JPx3QBXvcGhdyJupn Scale = 1:23.0 1 2 5 3 4 3x6 3x4 -1-3-8 1-3-8 0-11-3 0-11-3 3-6-4 3-10-15 3-6-8 3-10-15 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.35 0.00 DEFL. Job B18803340 Truss J21 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282503 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:16 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-r_qEAB_yCOI5prsxDZwbXfvLz4Fex1xBXvcGhdyJupn Scale = 1:29.4 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 4-1-9 2-7-9 -1-3-8 1-3-8 4-1-9 4-1-9 3-6-4 5-2-15 4-10-8 5-2-15 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803340 Truss J22 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282504 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:17 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-JAOcNX?aziQyR?Q8nHRq4tSPGTfegWgKmZMpD3yJupm Scale = 1:23.0 1 2 5 3 4 3x6 3x4 0-11-3 0-11-3 -1-3-8 1-3-8 0-11-3 0-11-3 3-6-4 3-10-15 0-4-7 3-6-8 3-10-15 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.70 Job B18803340 Truss J23 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282505 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:17 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-JAOcNX?aziQyR?Q8nHRq4tSWwThfgUBKmZMpD3yJupm Scale = 1:29.5 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 1-11-11 0-5-11 -1-3-8 1-3-8 1-11-11 1-11-11 3-10-8 5-2-5 4-9-1 5-2-5 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803340 Truss J24 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282506 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:18 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-nMy_bt0Ck?Yp39?KL_y3c4?hjt21PyEU?D5NlVyJupl Scale = 1:29.5 1 5 4 2 3 2x4 3x6 2x4 1-6-0 1-6-0 1-11-11 0-5-11 1-11-11 1-11-11 3-10-8 5-2-5 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.15 0.11 Job B18803340 Truss J25 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282507 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:18 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-nMy_bt0Ck?Yp39?KL_y3c4?a0t?tPzwU?D5NlVyJupl Scale = 1:23.0 1 2 5 3 4 3x6 3x4 -1-3-8 1-3-8 0-11-3 0-11-3 3-6-4 3-10-15 3-6-8 3-10-15 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.35 0.00 DEFL. Job B18803340 Truss J26 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282508 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:19 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-FZWNoD1rVJgggJaWuiTI9IXsCHHL8OgdEtrwHxyJupk Scale = 1:29.4 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 4-1-9 2-7-9 -1-3-8 1-3-8 4-1-9 4-1-9 3-6-4 5-2-15 4-10-8 5-2-15 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803340 Truss J27 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282509 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:20 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-jl4l?Z2TGdoXIS9iSP_XiV40rhlettPmSXaTqOyJupj Scale = 1:15.6 1 2 5 3 4 2x4 3x4 2-0-7 2-0-7 -1-3-8 1-3-8 2-0-7 2-0-7 1-1-11 2-6-0 2-0-12 2-6-0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.07 Job B18803340 Truss J28 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282510 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:20 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-jl4l?Z2TGdoXIS9iSP_XiV40rhlettPmSXaTqOyJupj Scale = 1:15.6 1 2 5 3 4 2x4 3x4 2-0-7 2-0-7 -1-3-8 1-3-8 2-0-7 2-0-7 1-1-11 2-6-0 2-0-12 2-6-0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.07 Job B18803340 Truss J29 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282511 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:21 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-Bxd7Dv251wwOwckv07WmEjc9354dcKfwhBK1MqyJupi Scale = 1:22.1 1 2 5 3 4 3x4 3x4 4-0-0 4-0-0 -1-3-8 1-3-8 4-0-0 4-0-0 1-1-11 3-9-11 3-4-8 3-9-11 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.15 Job B18803340 Truss M01 Truss Type MONOPITCH Qty 20 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282512 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:21 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-Bxd7Dv251wwOwckv07WmEjc7a51jcJXwhBK1MqyJupi Scale = 1:27.7 1 2 3 5 4 2x4 2x4 3x4 4x6 -0-11-4 0-11-4 5-10-8 5-10-8 1-7-6 4-6-10 4-3-2 0-3-8 4-6-10 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.49 Job B18803340 Truss M02 Truss Type Monopitch Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282513 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:22 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-f7BVQF3joE2EXmJ5aq1?nw9MPUP3LnF3wr3auGyJuph Scale = 1:20.4 1 2 4 3 2x4 3x4 2x4 3x4 3-8-8 3-8-8 3-8-8 3-8-8 1-7-6 3-5-10 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.23 0.14 0.04 DEFL. Vert(LL) Job B18803340 Truss M03 Truss Type MONOPITCH Qty 13 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282514 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:22 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-f7BVQF3joE2EXmJ5aq1?nw9H1UNpLjc3wr3auGyJuph Scale = 1:30.8 1 2 3 5 4 3x4 3x4 6x6 6x6 -0-7-8 0-7-8 7-3-8 7-3-8 1-5-8 5-1-4 4-9-12 0-3-8 5-1-4 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S Job B18803340 Truss M04 Truss Type MONOPITCH Qty 7 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282515 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:23 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-8Kltea4LZYA59wuH7XYEJ8iT8uiy4DoD8Vp8QjyJupg Scale = 1:37.4 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-3-8 1-3-8 6-0-0 6-0-0 2-4-4 6-4-4 6-0-12 0-3-8 6-4-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 Job B18803340 Truss M05 Truss Type Monopitch Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282516 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:23 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-8Kltea4LZYA59wuH7XYEJ8iRwukm4DwD8Vp8QjyJupg Scale = 1:28.4 1 2 3 5 4 3x4 3x4 8x8 5x6 6-5-6 6-5-6 -1-3-8 1-3-8 6-5-6 6-5-6 2-0-0 4-8-4 4-4-12 0-3-8 4-8-4 5.00 12 Plate Offsets (X,Y)-- [2:0-2-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job B18803340 Truss M06 Truss Type MONOPITCH Qty 11 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282517 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:24 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-cWJGrw5zKrIyn4TUhF3TsLEeuI2Bpg3MN9Yhz9yJupf Scale = 1:35.5 1 2 3 5 4 2x4 2x4 3x4 3x4 -1-3-8 1-3-8 6-0-0 6-0-0 3-6-4 6-0-4 5-8-12 0-3-8 6-0-4 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 Job B18803340 Truss M07 Truss Type Monopitch Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282518 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:24 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-cWJGrw5zKrIyn4TUhF3TsLEcRI3SpgdMN9Yhz9yJupf Scale = 1:48.9 1 2 3 5 4 3x4 3x4 5x6 5x6 -1-3-8 1-3-8 6-9-0 6-9-0 3-10-8 8-4-8 8-1-0 0-3-8 8-4-8 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 Job B18803340 Truss M08 Truss Type MONOPITCH Qty 7 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282519 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:25 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-4ite3G5b59QpOE2gFyaiPZnpdiOQY6UWcoIEVbyJupe Scale = 1:31.0 1 2 3 5 4 2x4 2x4 3x6 4x6 -1-3-8 1-3-8 6-0-0 6-0-0 1-1-11 5-1-11 4-10-3 0-3-8 5-1-11 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 Job B18803340 Truss M09 Truss Type MONOPITCH Qty 11 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282520 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:25 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-4ite3G5b59QpOE2gFyaiPZnpNiKhY52WcoIEVbyJupe Scale = 1:26.4 1 2 3 4 5 8 7 6 4x6 4x8 4x6 3x6 3x4 3x8 3x6 7-8-12 7-8-12 8-2-12 0-6-0 13-8-12 5-6-0 -1-7-0 1-7-0 7-8-12 7-8-12 13-8-12 6-0-0 0-10-13 3-9-3 2-4-1 1-5-2 2-7-9 1-1-10 2.50 12 Plate Offsets (X,Y)-- [2:0-5-8,0-0-11], [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job B18803340 Truss T01 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282521 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:26 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-YvR0Gc6EsTYg0Ncspg5xxmKyc6eCHQwfrS1o12yJupd Scale = 1:68.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 19 20 21 22 12 5x6 3x6 3x8 MT18HS 3x8 4x6 3x6 3x6 3x6 3x8 4x6 3x4 3x8 3x8 3x6 5x6 3x8 MT18HS 8-11-12 8-11-12 18-8-10 9-8-14 28-5-8 9-8-14 37-9-0 9-3-8 -0-11-4 0-11-4 4-5-12 4-5-12 8-11-12 4-6-0 15-5-11 6-5-15 21-11-9 6-5-15 Job B18803340 Truss T02 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282522 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:27 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-05?OTy7scmgXeXB3MNcAU_s21Vyx0u9o36nLZUyJupc Scale = 1:66.9 1 2 3 4 5 6 7 89 18 17 16 15 14 13 12 11 10 19 20 5x8 5x8 3x4 3x6 3x6 4x8 3x6 3x8 2x4 3x6 3x6 4x8 4x6 3x4 5x6 3x6 5-5-12 5-5-12 10-11-12 5-6-0 18-8-10 7-8-14 26-5-8 7-8-14 31-11-8 5-6-0 37-9-0 5-9-8 -0-11-4 0-11-4 5-5-12 5-5-12 10-11-12 Job B18803340 Truss T03 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282523 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:28 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-UHZmhI8UN4oOFhmFw58P0BPFuvL6lLdyImWu6wyJupb Scale = 1:67.5 1 2 3 4 5 6 7 89 18 17 16 15 14 13 12 11 10 19 20 5x8 5x8 3x4 3x6 3x6 4x8 3x6 3x8 2x4 3x6 3x6 4x8 5x6 3x4 5x6 3x6 6-5-12 6-5-12 12-11-12 6-6-0 18-8-10 5-8-14 24-5-8 5-8-14 30-11-8 6-6-0 37-9-0 6-9-8 -0-11-4 0-11-4 6-5-12 6-5-12 12-11-12 Job B18803340 Truss T04 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282524 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:29 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-yU69ue968OwFtrLRUofeZPyP_JbtUiJ5XQGSeMyJupa Scale = 1:68.7 1 2 3 4 5 6 7 8 910 18 17 16 15 14 13 12 19 11 3x8 5x8 5x6 3x8 3x4 3x6 3x6 8x8 3x4 3x8 3x6 8x8 5x6 3x4 6x8 3x6 7-3-12 7-3-12 14-11-12 7-8-0 22-5-8 7-5-12 30-1-8 7-8-0 37-9-0 7-7-8 -0-11-4 0-11-4 7-3-12 7-3-12 14-11-12 7-8-0 22-5-8 7-5-12 30-1-8 7-8-0 Job B18803340 Truss T05 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282525 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:29 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-yU69ue968OwFtrLRUofeZPyNZJevUqT5XQGSeMyJupa Scale = 1:68.2 1 2 3 4 5 6 7 8 910 18 17 16 15 14 13 12 11 19 20 21 3x6 5x8 5x6 3x6 3x4 3x8 3x6 4x8 3x4 3x8 3x6 4x8 6x8 3x6 6x8 3x8 8-5-12 8-5-12 16-11-12 8-6-0 20-5-8 3-5-12 28-11-8 8-6-0 37-9-0 8-9-8 -0-11-4 0-11-4 8-5-12 8-5-12 16-11-12 8-6-0 20-5-8 Job B18803340 Truss T06 Truss Type Common Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282526 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:30 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-QggX6_9kvh26V?wd2VAt6cUYTj08D9HFl4??ApyJupZ Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 3x6 5x6 3x6 3x6 3x8 4x6 3x6 4x8 3x6 3x6 4x6 3x6 3x8 4x6 3x8 3x8 9-4-3 9-4-3 18-8-10 9-4-7 28-1-1 9-4-7 37-9-0 9-7-15 -0-11-4 0-11-4 6-2-11 6-2-11 12-5-11 6-3-0 18-8-10 Job B18803340 Truss T07 Truss Type Common Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282527 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:31 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-vsEvJKAMg?Az69VqbDh6eq1mT7LCyc7O_klZiFyJupY Scale = 1:68.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 18 19 20 11 3x6 5x6 3x6 3x6 3x6 4x6 3x6 4x8 3x6 3x6 4x6 3x6 3x8 4x6 3x6 3x8 9-4-3 9-4-3 18-8-10 9-4-7 28-1-1 9-4-7 37-9-0 9-7-15 -0-11-4 0-11-4 6-2-11 6-2-11 12-5-11 6-3-0 18-8-10 6-3-0 24-11-10 Job B18803340 Truss T08 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282528 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:32 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-N3oHXfB_RJJqkI409wCLB1au?Wd7h4TYDOU6FhyJupX Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 3x6 5x8 5x6 3x6 3x6 3x8 3x6 4x8 3x4 3x8 3x6 3x6 4x6 6x6 3x8 3x6 3x8 MT18HS 9-1-0 9-1-0 17-10-8 8-9-8 19-6-12 1-8-4 28-6-2 8-11-6 37-9-0 9-2-14 -0-11-4 0-11-4 9-1-0 9-1-0 17-10-8 8-9-8 Job B18803340 Truss T09 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282529 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:32 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-N3oHXfB_RJJqkI409wCLB1ax3WhghBrYDOU6FhyJupX Scale = 1:68.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 18 19 20 10 3x8 5x8 5x6 3x8 3x4 3x6 3x6 4x8 3x4 3x8 3x6 4x8 6x8 3x4 5x6 3x6 8-1-0 8-1-0 15-10-8 7-9-8 21-6-12 5-8-4 29-6-2 7-11-6 37-9-0 8-2-14 -0-11-4 0-11-4 8-1-0 8-1-0 15-10-8 7-9-8 21-6-12 5-8-4 29-6-2 Job B18803340 Truss T10 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282530 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:33 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-rFMfk?CdCcRhMSfCjejajF647w0wQW8hS2Efn8yJupW Scale = 1:68.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 5x6 5x6 3x4 3x8 5x6 8x8 3x8 3x4 3x8 5x6 4x8 5x6 3x4 5x6 3x8 6-9-0 6-9-0 13-10-8 7-1-8 23-6-12 9-8-4 30-8-4 7-1-8 37-9-0 7-0-12 -0-11-4 0-11-4 6-9-0 6-9-0 13-10-8 7-1-8 18-8-10 4-10-2 23-6-12 Job B18803340 Truss T11 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282531 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:34 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-JRw2xLCFzwZYzcEPHLFpGSfI7KMT92oqgizDJayJupV Scale = 1:67.4 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 5x8 5x8 3x4 3x8 3x6 4x8 3x6 3x8 2x4 3x6 3x6 4x8 5x6 3x4 4x6 3x8 6-1-0 6-1-0 11-10-8 5-9-8 18-8-10 6-10-2 25-6-12 6-10-2 31-6-2 5-11-6 37-9-0 6-2-14 -0-11-4 0-11-4 6-1-0 6-1-0 11-10-8 5-9-8 18-8-10 Job B18803340 Truss T12 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282532 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:35 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-neUQ9hDtkEhObmobq3m2pgCSOkf7uT3_vMjmr0yJupU Scale = 1:68.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 5x8 3x8 3x6 3x8 3x6 4x6 3x12 2x4 5x8 3x6 4x6 3x6 4x6 3x6 4x8 9-10-8 9-10-8 18-8-10 8-10-2 27-6-12 8-10-2 37-9-0 10-2-4 -0-11-4 0-11-4 5-1-0 5-1-0 9-10-8 4-9-8 18-8-10 8-10-2 27-6-12 8-10-2 Job B18803340 Truss T13 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282533 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:36 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-Fq1oM1EVVXpFDwNnOmHHLtkby80EdtK780SKOSyJupT Scale = 1:70.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 5x6 3x6 3x4 8x8 3x16 MT18HS 3x6 3x6 3x6 5x12 7x16 MT18HS 3x4 5x8 5x6 3x16 MT18HS 7-10-8 7-10-8 18-8-10 10-10-2 29-6-12 10-10-2 37-9-0 8-2-4 -0-11-4 0-11-4 7-10-8 7-10-8 15-5-4 7-6-12 22-0-0 6-6-12 29-6-12 7-6-12 37-9-0 8-2-4 1-7-6 5-4-15 5-6-10 1-5-8 Job B18803340 Truss T14 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282534 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:36 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-Fq1oM1EVVXpFDwNnOmHHLtkdr85Ed2U780SKOSyJupT Scale = 1:38.1 1 2 3 4 5 6 11 10 9 8 7 5x8 4x6 3x4 4x6 3x6 4x8 6x6 3x4 6x6 7-10-8 7-10-8 13-3-8 5-5-0 21-2-0 7-10-8 -0-11-4 0-11-4 7-10-8 7-10-8 13-3-8 5-5-0 21-2-0 7-10-8 22-1-4 0-11-4 1-7-6 5-4-15 5-6-10 1-7-6 5-4-15 6.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [3:0-4-0,0-1-15], [5:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL Job B18803340 Truss T15 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282535 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:37 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-j0bAaNF7Grx6q4y_yUoWu5HosXMPMMOHMgCtwvyJupS Scale = 1:41.3 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 5x8 3x6 4x8 4x6 3x6 4x6 3x4 4x6 4x6 3x4 9-10-8 9-10-8 11-3-8 1-5-0 21-2-0 9-10-8 -0-11-4 0-11-4 5-1-0 5-1-0 9-10-8 4-9-8 11-3-8 1-5-0 16-1-0 4-9-8 21-2-0 5-1-0 22-1-4 0-11-4 1-7-6 6-4-15 6-6-10 1-7-6 Job B18803340 Truss T16 Truss Type COMMON Qty 4 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282536 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:38 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-BC9YnjFl193zSDXAWBJlQIq_Rxj_5pmQbKxQSLyJupR Scale = 1:42.9 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 4x6 4x6 3x4 4x6 4x6 3x4 10-7-0 10-7-0 21-2-0 10-7-0 -0-11-4 0-11-4 5-0-0 5-0-0 10-7-0 5-7-0 16-2-0 5-7-0 21-2-0 5-0-0 22-1-4 0-11-4 1-7-6 6-10-14 1-7-6 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * Job B18803340 Truss T17 Truss Type Half Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282537 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:38 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-BC9YnjFl193zSDXAWBJlQIq5Mxu45?pQbKxQSLyJupR Scale = 1:23.1 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x4 3x4 3-10-8 3-10-8 5-10-8 2-0-0 -0-11-4 0-11-4 3-10-8 3-10-8 5-10-8 2-0-0 1-7-6 3-4-15 3-6-10 3-1-7 0-3-8 3-4-15 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job B18803340 Truss T18 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282538 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:39 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-gPjw?3GNoSBq4N6M3uq_zWM9qL7wqIfZq_h_?nyJupQ Scale = 1:54.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x6 5x12 4x6 3x4 3x6 3x6 3x12 3x6 4x8 3x6 3x12 8x8 3x4 5x6 6-11-10 6-11-10 13-7-13 6-8-2 15-7-3 1-11-6 22-3-6 6-8-2 29-3-0 6-11-10 -1-3-8 1-3-8 6-11-10 6-11-10 13-7-13 6-8-2 15-7-3 1-11-6 22-3-6 6-8-2 29-3-0 Job B18803340 Truss T19 Truss Type Common Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282539 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:40 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-8bHJCOH0ZmJhhXhZdcLDWjvKqlSeZkSj3eQXXEyJupP Scale = 1:50.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x8 4x6 3x6 3x8 3x6 4x6 3x6 4x6 3x6 3x8 3x8 9-10-3 9-10-3 19-4-13 9-6-11 29-3-0 9-10-3 -1-3-8 1-3-8 6-11-0 6-11-0 14-7-8 7-8-8 22-4-0 7-8-8 29-3-0 6-11-0 2-0-0 8-1-2 2-0-0 5.00 12 LOADING (psf) TCLL TCDL BCLL Job B18803340 Truss T20 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282540 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:40 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-8bHJCOH0ZmJhhXhZdcLDWjvIxlRGZmGj3eQXXEyJupP Scale = 1:56.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x6 5x12 4x6 3x4 3x6 3x6 4x6 3x6 5x8 6x8 2x4 6x6 8-6-14 8-6-14 16-10-3 8-3-6 25-4-13 8-6-10 29-3-0 3-10-3 -1-3-8 1-3-8 8-6-14 8-6-14 16-10-3 8-3-6 25-4-13 8-6-10 29-3-0 3-10-3 2-0-0 8-10-7 9-0-4 7-5-0 8-10-7 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-6-0,0-1-5] Job B18803340 Truss T21 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282541 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:41 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-cnrhPkIeJ4RYJhGlBJtS2xRTC9iXIB4sHIA43gyJupO Scale = 1:61.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 3x6 4x6 5x12 3x6 3x6 4x6 3x6 3x12 3x6 3x6 4x8 3x4 4x6 10-8-8 10-8-8 20-0-10 9-4-2 22-2-6 2-1-13 29-3-0 7-0-10 -1-3-8 1-3-8 7-0-0 7-0-0 14-2-3 7-2-3 20-0-10 5-10-7 22-2-6 2-1-13 29-3-0 7-0-10 2-0-0 10-2-7 10-4-4 Job B18803340 Truss T22 Truss Type COMMON Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282542 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:42 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-4_P3d4JG4NZPxrrxl1Ohb8_bRY3M1e_0Wyveb6yJupN Scale = 1:63.0 1 2 3 4 5 6 7 12 11 10 13 14 9 15 8 3x6 4x6 3x6 3x6 4x6 3x6 3x6 4x8 3x4 4x8 8x8 10-8-8 10-8-8 21-1-8 10-5-0 29-3-0 8-1-8 -1-3-8 1-3-8 7-0-0 7-0-0 14-2-3 7-2-3 21-1-8 6-11-5 29-3-0 8-1-8 2-0-0 10-9-10 7-5-0 5.00 12 Plate Offsets (X,Y)-- [7:0-2-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL Job B18803340 Truss T23 Truss Type ROOF SPECIAL Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282543 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:42 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-4_P3d4JG4NZPxrrxl1Ohb8_gAY3x1ez0Wyveb6yJupN Scale: 3/16"=1' 1 2 3 4 5 6 7 8 13 12 11 14 15 10 16 9 3x6 4x6 5x6 3x6 3x6 4x6 3x6 5x12 3x6 4x8 3x4 4x6 10-8-8 10-8-8 21-1-8 10-5-0 29-3-0 8-1-8 -1-3-8 1-3-8 7-0-0 7-0-0 14-2-3 7-2-3 21-1-8 6-11-5 22-3-2 1-1-10 29-3-0 6-11-14 2-0-0 10-3-15 10-9-10 8-10-8 5.00 12 2.50 12 LOADING (psf) Job B18803340 Truss T24 Truss Type ROOF SPECIAL Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282544 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:43 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-YAzRqQJurhhGZ?Q7Ikvw7MXofySCm699lcfB8YyJupM Scale = 1:71.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 17 18 11 10 19 22 20 21 3x6 4x6 5x6 3x8 3x6 4x6 3x6 5x12 3x4 4x8 3x6 4x8 3x4 5x6 3x6 10-8-8 10-8-8 21-1-8 10-5-0 28-5-1 7-3-9 34-10-8 6-5-7 -1-3-8 1-3-8 7-0-0 7-0-0 14-2-3 7-2-3 21-1-8 6-11-5 22-3-2 1-1-10 Job B18803340 Truss T25 Truss Type Half Hip Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282545 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:44 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-0MWp2mKWc?p7A8?KsSQ9gZ359MtsVioJzGOlg?yJupL Scale = 1:33.8 1 2 3 4 6 5 4x10 2x4 2x4 3x6 4x8 6-0-0 6-0-0 -1-3-8 1-3-8 4-9-0 4-9-0 6-0-0 1-3-0 2-4-4 5-4-10 5-6-4 5-1-2 0-3-8 5-4-10 8.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-14], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803340 Truss T26 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282546 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:44 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-0MWp2mKWc?p7A8?KsSQ9gZ30WMrEVbfJzGOlg?yJupL Scale = 1:44.1 1 2 3 4 5 6 12 11 10 9 8 7 13 14 4x10 4x10 2x4 3x6 3x6 3x8 2x4 3x6 4x6 2x4 4x6 4-5-10 4-5-10 11-11-8 7-5-14 19-5-6 7-5-14 23-11-0 4-5-10 -1-3-8 1-3-8 4-5-10 4-5-10 11-11-8 7-5-14 19-5-6 7-5-14 23-11-0 4-5-10 3-10-8 6-8-10 6-10-4 3-10-8 6-8-10 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-5-0,0-0-14], [5:0-5-0,0-0-14] LOADING (psf) TCLL Job B18803340 Truss T27 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282547 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:45 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-UZ4CF6L8NIx_oIZWQ9xOCncD_mCVE1USCw8ICRyJupK Scale: 1/4"=1' 1 2 3 4 5 6 12 11 10 9 8 7 13 14 4x10 4x10 4x6 2x4 3x6 3x6 3x8 2x4 3x6 4x6 2x4 5-8-10 5-8-10 11-11-8 6-2-14 18-2-6 6-2-14 23-11-0 5-8-10 -1-3-8 1-3-8 5-8-10 5-8-10 11-11-8 6-2-14 18-2-6 6-2-14 23-11-0 5-8-10 3-10-8 7-6-10 7-8-4 3-10-8 7-6-10 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-5-0,0-0-14], [5:0-5-0,0-0-14] LOADING (psf) TCLL TCDL Job B18803340 Truss T28 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282548 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:46 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-yleaTSMm8c3rQS8i_tSdl_9KWARqzXQbRatrktyJupJ Scale = 1:50.9 1 2 3 4 5 6 11 10 9 8 7 12 4x8 4x8 4x6 2x4 3x8 3x12 3x4 5x6 3x12 2x4 6-11-10 6-11-10 16-11-6 9-11-12 23-7-8 6-8-2 -1-3-8 1-3-8 6-11-10 6-11-10 11-11-8 4-11-14 16-11-6 4-11-14 23-7-8 6-8-2 3-10-8 8-4-10 8-6-4 4-0-13 8-4-10 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-9], [5:0-4-0,0-1-9], [6:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 Job B18803340 Truss T29 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282549 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:46 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-yleaTSMm8c3rQS8i_tSdl_9HMAWazbGbRatrktyJupJ Scale = 1:54.8 1 2 3 4 5 10 9 8 7 6 11 4x10 6x6 5x6 3x4 3x6 3x4 6x6 3x8 3x4 8-2-10 8-2-10 15-8-6 7-5-12 23-7-8 7-11-2 -1-3-8 1-3-8 8-2-10 8-2-10 15-8-6 7-5-12 23-7-8 7-11-2 3-10-8 9-2-10 9-4-4 4-0-13 9-2-10 8.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-14], [4:0-3-9,Edge], [5:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * Job B18803340 Truss T30 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282550 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:47 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-RxCygoMPvwBh1cjvXazsIChWMZnRizWlgEdPHKyJupI Scale = 1:59.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 4x6 4x8 3x4 3x6 3x8 3x6 3x6 3x6 3x4 4x6 3x8 9-5-10 9-5-10 14-5-6 4-11-12 23-7-8 9-2-2 -1-3-8 1-3-8 4-10-9 4-10-9 9-5-10 4-7-1 14-5-6 4-11-12 18-10-11 4-5-5 23-7-8 4-8-13 3-10-8 10-2-4 4-0-13 10-2-4 8.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [5:0-5-12,0-2-0] LOADING (psf) TCLL Job B18803340 Truss T31 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282551 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:48 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-v8mKu8N1gDKYfmI55HV5qPEgSz7dRSsuuuMypmyJupH Scale: 3/16"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 4x8 4x10 3x4 3x6 3x8 3x4 3x4 3x4 3x4 4x8 4x6 10-8-10 10-8-10 13-2-6 2-5-12 23-7-8 10-5-2 -1-3-8 1-3-8 5-6-1 5-6-1 10-8-10 5-2-9 13-2-6 2-5-12 18-3-3 5-0-13 23-7-8 5-4-5 3-10-8 10-10-10 11-0-4 4-0-13 10-10-10 8.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [5:0-5-0,0-0-14] LOADING (psf) TCLL Job B18803340 Truss T33 Truss Type Common Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282552 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:48 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-v8mKu8N1gDKYfmI55HV5qPEikz9eRP3uuuMypmyJupH Scale = 1:72.8 1 2 3 4 5 6 7 12 11 10 9 13 14 15 16 17 8 3x6 4x6 2x4 3x6 3x6 3x6 3x6 3x6 2x4 3x6 3x6 8-0-0 8-0-0 15-11-0 7-11-0 23-7-8 7-8-8 -1-3-8 1-3-8 4-9-0 4-9-0 11-11-8 7-2-8 19-2-0 7-2-8 23-7-8 4-5-8 3-10-8 11-10-3 4-0-13 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 Job B18803340 Truss T34 Truss Type Common Qty 4 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282553 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:49 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-NKKi5TOfRXSPHwtHf?0KNdntTNVsAsG27X6WLCyJupG Scale = 1:72.8 1 2 3 4 5 10 9 8 7 11 12 13 14 15 6 2x4 4x6 2x4 3x6 3x6 3x6 3x6 3x6 3x6 3x6 8-0-0 8-0-0 15-11-0 7-11-0 23-7-8 7-8-8 4-9-0 4-9-0 11-11-8 7-2-8 19-2-0 7-2-8 23-7-8 4-5-8 3-10-8 11-10-3 4-0-13 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job B18803340 Truss T35 Truss Type Common Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282554 PROBUILD, MOORESVILLE, IN 46158 8.220 s May 24 2018 MiTek Industries, Inc. Mon Nov 12 17:31:36 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-TEB2nkoeNENgTHS8PqNfUa4kzJ4OzGZ7?cZTERyJsCb Scale = 1:69.4 1 2 3 4 8 7 6 5 910 11 12 13 2x4 4x6 8x8 3x8 3x6 3x6 3x6 3x6 3x6 3x6 8-0-0 8-0-0 15-11-0 7-11-0 18-6-0 2-7-0 4-9-0 4-9-0 11-11-8 7-2-8 18-6-0 6-6-8 3-10-8 11-10-3 7-5-13 1-6-4 8.00 12 Plate Offsets (X,Y)-- [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job B18803340 Truss T36 Truss Type Half Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282555 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:50 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-rWu5IpPHCraGu3SUDiXZvqJ8QnzbvOGBMBr3teyJupF Scale = 1:41.9 1 2 3 4 7 6 5 4x8 3x4 2x4 3x4 3x6 4x6 4-5-10 4-5-10 6-9-0 2-3-6 -1-3-8 1-3-8 4-5-10 4-5-10 6-9-0 2-3-6 3-10-8 6-8-10 6-10-4 6-5-2 0-3-8 6-8-10 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job B18803340 Truss T37 Truss Type Half Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282556 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:51 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-JjRTW9Qvz8i7WD1gmQ2oS2sIVBI6epsLarbcQ5yJupE Scale = 1:47.0 1 2 3 4 6 5 5x6 2x4 3x4 3x8 5x8 6-9-0 6-9-0 -1-3-8 1-3-8 5-8-10 5-8-10 6-9-0 1-0-6 3-10-8 7-6-10 7-8-4 7-3-2 0-3-8 7-6-10 8.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-3-9,Edge], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803340 Truss T38 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282557 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:51 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-JjRTW9Qvz8i7WD1gmQ2oS2sC8BEBepfLarbcQ5yJupE Scale = 1:42.9 1 2 3 4 5 6 11 10 9 8 7 12 4x10 4x8 3x4 3x6 4x6 4x8 5x8 3x4 5x8 8-0-0 8-0-0 15-4-0 7-4-0 23-4-0 8-0-0 -1-3-8 1-3-8 8-0-0 8-0-0 15-4-0 7-4-0 23-4-0 8-0-0 24-7-8 1-3-8 1-1-11 6-3-14 6-5-11 1-1-11 6-3-14 8.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-14], [4:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL Job B18803340 Truss T39 Truss Type Hip Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282558 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:52 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-nv?rjVQXkSq_8NcsK7Z1?FPKAaWcN8QUpVKAyXyJupD Scale: 1/4"=1' 1 2 3 4 5 6 7 8 13 12 11 10 9 4x8 4x10 3x8 4x8 4x6 3x6 4x6 3x4 4x8 4x8 3x4 10-0-0 10-0-0 13-4-0 3-4-0 23-4-0 10-0-0 -1-3-8 1-3-8 5-1-12 5-1-12 10-0-0 4-10-4 13-4-0 3-4-0 18-2-4 4-10-4 23-4-0 5-1-12 24-7-8 1-3-8 1-1-11 7-7-14 7-9-11 1-1-11 7-7-14 Job B18803340 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282559 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:53 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-F5ZDxrRAVlyrlXB2ur4GXTxUZ_ot6fUd294jUzyJupC Scale = 1:68.1 1 2 3 4 5 6 7 89 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 5x8 3x6 3x6 5x8 5x8 4x8 3x6 2x4 5x12 5x8 5x8 5x6 3x6 5x6 4x8 6-11-12 6-11-12 14-9-1 7-9-5 22-8-3 7-11-1 30-5-8 7-9-5 37-9-0 7-3-8 -0-11-4 0-11-4 6-11-12 6-11-12 14-9-1 7-9-5 22-8-3 7-11-1 30-5-8 7-9-5 37-9-0 Job B18803340 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282559 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:53 2018 Page 2 ID:7goNhPEARwp89_zMN4mknAyWXNq-F5ZDxrRAVlyrlXB2ur4GXTxUZ_ot6fUd294jUzyJupC NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 443 lb down and 122 lb up at 5-0-8, 257 lb down and 85 lb up at 7-0-8, 257 lb down and 85 lb up at 9-0-8, 257 lb down and 85 lb up at 11-0-8, 257 lb down and 85 lb up at 13-0-8, 257 lb down and 85 lb up at 15-0-8, 257 lb down and 85 lb up at 17-0-8, 257 lb down and 85 lb up at 19-0-8, 257 lb down and 85 lb up at 21-0-8, 257 lb down and 85 lb up at 23-0-8, 257 lb down and 85 lb up at 25-0-8, 257 lb down and 85 lb up at 27-0-8, 257 lb down and 85 lb up at 29-0-8, and 257 lb down and 85 lb up at 30-4-12, and 480 lb down and 122 lb up at 32-4-12 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=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 16=-257 15=-257 11=-257 18=-443(F) 19=-257 20=-257 21=-257 22=-257 23=-257 24=-257 25=-257 26=-257 27=-257 28=-257 29=-480(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 B18803340 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282560 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:54 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-jH7b8BSoG34iNhlFSYbV4gUjFO7ar8snHppG0QyJupB Scale = 1:68.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 5x8 3x6 3x4 4x8 4x8 4x8 3x6 2x4 5x12 5x8 5x8 5x6 3x4 5x6 4x8 5-10-8 5-10-8 14-4-11 8-6-3 23-0-9 8-7-15 31-6-12 8-6-3 37-9-0 6-2-4 -0-11-4 0-11-4 5-10-8 5-10-8 14-4-11 8-6-3 23-0-9 8-7-15 31-6-12 8-6-3 Job B18803340 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282560 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:54 2018 Page 2 ID:7goNhPEARwp89_zMN4mknAyWXNq-jH7b8BSoG34iNhlFSYbV4gUjFO7ar8snHppG0QyJupB NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 291 lb down and 105 lb up at 3-11-4, 197 lb down and 78 lb up at 5-11-4, 197 lb down and 78 lb up at 7-11-4, 197 lb down and 78 lb up at 9-11-4, 197 lb down and 78 lb up at 11-11-4, 197 lb down and 78 lb up at 13-11-4, 197 lb down and 78 lb up at 15-11-4, 197 lb down and 78 lb up at 17-11-4, 197 lb down and 78 lb up at 19-11-4, 197 lb down and 78 lb up at 21-11-4, 197 lb down and 78 lb up at 23-11-4, 197 lb down and 78 lb up at 25-11-4, 197 lb down and 78 lb up at 27-11-4, 197 lb down and 78 lb up at 29-11-4, 197 lb down and 78 lb up at 31-6-0, 197 lb down and 43 lb up at 33-6-0, and 197 lb down and 41 lb up at 35-6-0, and 126 lb down and 57 lb up at 37-7-4 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=-60, 2-3=-60, 3-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 13=-197 15=-197 10=-197 9=-126(B) 11=-197 17=-291(B) 18=-197 19=-197 20=-197 21=-197 22=-197 23=-197 24=-197 25=-197 26=-197 27=-197 28=-197 29=-197(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 B18803340 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282561 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:55 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-CUh_MXTQ0NCZ?rKR?G7kcu1yxoayaaQwVTZqZsyJupA Scale = 1:38.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 4x6 4x6 2x4 4x10 4x6 3x6 4x10 4x6 2x4 4x6 5-10-8 5-10-8 15-3-8 9-5-0 21-2-0 5-10-8 -0-11-4 0-11-4 5-10-8 5-10-8 10-7-0 4-8-8 15-3-8 4-8-8 21-2-0 5-10-8 22-1-4 0-11-4 1-7-6 4-4-15 4-6-10 1-7-6 4-4-15 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [6:0-2-15,0-2-0] Job B18803340 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282561 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:55 2018 Page 2 ID:7goNhPEARwp89_zMN4mknAyWXNq-CUh_MXTQ0NCZ?rKR?G7kcu1yxoayaaQwVTZqZsyJupA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 11=-197 9=-197 13=-291(F) 14=-197 15=-197 16=-197 17=-197 18=-291(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 B18803340 Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 3 McKenzie 295 Westvale Job Reference (optional) I35282562 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:56 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-ggFMZtT2ngKQc_vdZzez95Z2vCz_Jzb4k7IN5IyJup9 Scale = 1:41.9 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 4x6 3x8 6x8 8x8 3x8 10x10 3x8 10x10 4x10 3x8 4x10 5-5-4 5-5-4 10-7-0 5-1-12 15-8-12 5-1-12 21-2-0 5-5-4 5-5-4 5-5-4 10-7-0 5-1-12 15-8-12 5-1-12 21-2-0 5-5-4 1-7-6 6-10-14 1-7-6 6.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [5:0-3-0,0-1-8], [7:0-3-8,0-5-0], [10:0-3-8,0-5-0] LOADING (psf) TCLL TCDL Job B18803340 Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 3 McKenzie 295 Westvale Job Reference (optional) I35282562 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:56 2018 Page 2 ID:7goNhPEARwp89_zMN4mknAyWXNq-ggFMZtT2ngKQc_vdZzez95Z2vCz_Jzb4k7IN5IyJup9 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 9=-1627(B) 10=-1614(B) 12=-1658(B) 13=-1658(B) 14=-1577(B) 15=-1605(B) 16=-1611(B) 17=-1578(B) 18=-3375(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 B18803340 Truss TG05 Truss Type Half Hip Girder Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282563 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:57 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-8spkmCUgY_SHE8Uq7g9CiJ6LYbNM2b?Dzn2xdlyJup8 Scale = 1:23.2 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 4x8 3x4 3-10-8 3-10-8 5-10-8 2-0-0 -0-11-4 0-11-4 3-10-8 3-10-8 5-10-8 2-0-0 1-7-6 3-6-10 6.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803340 Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282564 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:57 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-8spkmCUgY_SHE8Uq7g9CiJ6KZbN62bJDzn2xdlyJup8 Scale = 1:17.2 1 2 3 4 7 6 5 5x6 2x4 2x4 4x6 3x4 3x4 1-10-8 1-10-8 5-10-8 4-0-0 -0-11-4 0-11-4 1-10-8 1-10-8 5-10-8 4-0-0 1-7-6 2-4-15 2-6-10 2-4-15 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803340 Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282565 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:58 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-c3N6_YVIJIa8sI30hOgREWfRG?jCn0cMBRnUAByJup7 Scale = 1:26.4 1 2 3 4 7 6 5 2x4 4x6 2x4 4x6 4x8 4x6 5-3-8 5-3-8 7-3-8 2-0-0 -0-7-8 0-7-8 5-3-8 5-3-8 7-3-8 2-0-0 1-5-8 4-1-4 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803340 Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282566 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:33:59 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-4FwUBuWw4bi?TSeCE5BgnkBcyP3SWTbWQ5X1idyJup6 Scale = 1:26.4 1 2 3 4 7 6 5 2x4 4x6 2x4 4x6 4x8 4x6 5-3-8 5-3-8 7-3-8 2-0-0 -0-7-8 0-7-8 5-3-8 5-3-8 7-3-8 2-0-0 1-5-8 4-1-4 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803340 Truss TG09 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282567 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:00 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-YRUtPEXZrvqr5cDPopivJxkkspEYFo4fflGbE3yJup5 Scale = 1:52.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 1718 19 20 21 4x6 5x12 3x4 4x6 3x8 3x6 3x6 3x6 3x4 4x6 4x6 10-5-6 10-5-6 18-9-10 8-4-3 29-3-0 10-5-6 -1-3-8 1-3-8 5-0-0 5-0-0 10-5-6 5-5-6 18-9-10 8-4-3 24-3-0 5-5-6 29-3-0 5-0-0 2-0-0 6-2-7 6-4-4 2-0-0 6-2-7 5.00 12 Job B18803340 Truss TG09 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282567 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:00 2018 Page 2 ID:7goNhPEARwp89_zMN4mknAyWXNq-YRUtPEXZrvqr5cDPopivJxkkspEYFo4fflGbE3yJup5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 12-17=-20, 9-17=-60, 8-9=-20 Concentrated Loads (lb) Vert: 11=-197 13=-456(F) 14=-203 15=-197 16=-197 18=-197 19=-395 20=-203 21=-456(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 B18803340 Truss TG10 Truss Type Half Hip Girder Qty 3 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282568 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:00 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-YRUtPEXZrvqr5cDPopivJxktgpN3FwpfflGbE3yJup5 Scale = 1:30.2 1 2 3 4 7 6 8 5 2x4 4x6 2x4 3x4 4x8 3x6 3-6-0 3-6-0 6-0-0 2-6-0 -1-3-8 1-3-8 3-6-0 3-6-0 6-0-0 2-6-0 2-4-4 4-8-4 8.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803340 Truss TG11 Truss Type Half Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282569 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:01 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-0e2FcaXBcDyijmobMWE8s9HxADd3_B5puP08mWyJup4 Scale = 1:51.0 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 4x6 6x16 3x4 3x6 4x8 10x10 6x16 5x6 3x6 3x6 5-11-10 5-11-10 11-7-13 5-8-2 13-3-0 1-7-3 5-11-10 5-11-10 11-7-13 5-8-2 13-3-0 1-7-3 3-6-4 8-4-8 1-6-4 8-4-8 5.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job B18803340 Truss TG11 Truss Type Half Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282569 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:01 2018 Page 2 ID:7goNhPEARwp89_zMN4mknAyWXNq-0e2FcaXBcDyijmobMWE8s9HxADd3_B5puP08mWyJup4 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 8=-1142(F) 7=-610(B) 6=-231 11=-1135(F) 12=-1135(F) 13=-1135(F) 14=-229 15=-833(F) 16=-234 17=-833(F) 18=-839(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 B18803340 Truss TG12 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282570 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:02 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-UqcdqwYpNW4ZKvNnwElNPMp7Tc_Cjkgy63liJyyJup3 Scale = 1:43.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 4x10 3x8 2x4 4x6 4x6 3x12 2x4 4x10 4x6 4x6 2x4 4x6 3-2-10 3-2-10 11-11-8 8-8-14 20-8-6 8-8-14 23-11-0 3-2-10 -1-3-8 1-3-8 3-2-10 3-2-10 11-11-8 8-8-14 20-8-6 8-8-14 23-11-0 3-2-10 3-10-8 5-10-10 6-0-4 3-10-8 5-10-10 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-5-0,0-0-14], [6:0-5-0,0-0-14] LOADING (psf) Job B18803340 Truss TG12 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282570 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:02 2018 Page 2 ID:7goNhPEARwp89_zMN4mknAyWXNq-UqcdqwYpNW4ZKvNnwElNPMp7Tc_Cjkgy63liJyyJup3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-7=-60, 12-13=-20, 12-15=-60, 15-20=-20, 9-20=-60, 8-9=-20 Concentrated Loads (lb) Vert: 11=-197 12=-168 10=-197 9=-168 14=-197 16=-197 17=-197 18=-197 19=-197 20=-197 21=-197 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 B18803340 Truss TG13 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282571 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:03 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-z0A?1GZR8qCQy3xzTxGcxaMOw0OgSEj6LjVFrOyJup2 Scale = 1:36.4 1 2 3 4 7 6 5 8 9 4x8 2x4 2x4 3x4 4x6 3x6 3-2-10 3-2-10 6-9-0 3-6-6 -1-3-8 1-3-8 3-2-10 3-2-10 6-9-0 3-6-6 3-10-8 5-10-10 6-0-4 5-10-10 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job B18803340 Truss TG14 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282572 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:04 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-RDkNEca3v8LHaDWA1enrUnuRjQfjBXcFaNEoNryJup1 Scale = 1:38.4 1 2 3 4 5 8 7 6 9 10 4x6 6x8 3x4 8x10 4x6 3x4 5x8 10-5-6 10-5-6 11-10-0 1-4-10 -1-3-8 1-3-8 5-4-7 5-4-7 10-5-6 5-0-15 11-10-0 1-4-10 2-0-0 6-4-4 5.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code Job B18803340 Truss TG15 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282573 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:05 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-vPImSyahgRT8BN5MbMI40?Rftq2ew6FOp1_MvHyJup0 Scale = 1:42.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 4x8 4x8 3x4 4x6 4x8 2x4 4x8 3x8 4x6 3x4 4x6 6-0-0 6-0-0 11-8-0 5-8-0 17-4-0 5-8-0 23-4-0 6-0-0 -1-3-8 1-3-8 6-0-0 6-0-0 11-8-0 5-8-0 17-4-0 5-8-0 23-4-0 6-0-0 24-7-8 1-3-8 1-1-11 4-11-14 5-1-11 1-1-11 4-11-14 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-9], [5:0-4-0,0-1-9], [6:0-3-0,0-1-12] Job B18803340 Truss TG15 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 295 Westvale Job Reference (optional) I35282573 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:05 2018 Page 2 ID:7goNhPEARwp89_zMN4mknAyWXNq-vPImSyahgRT8BN5MbMI40?Rftq2ew6FOp1_MvHyJup0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 12=-197 9=-197 14=-288(B) 15=-197 16=-197 17=-197 18=-197 19=-197 20=-288(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 B18803340 Truss TG16 Truss Type Half Hip Girder Qty 2 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282574 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:05 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-vPImSyahgRT8BN5MbMI40?Rijq6ywCzOp1_MvHyJup0 Scale = 1:25.0 1 2 3 4 7 6 5 2x4 4x6 3x4 2x4 4x8 3x4 4-0-0 4-0-0 6-0-0 2-0-0 -1-3-8 1-3-8 4-0-0 4-0-0 6-0-0 2-0-0 1-1-11 3-9-11 8.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job B18803340 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282575 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:06 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-Nbr8fHbJRlb?pXgY93pJZC_moEIVfeZY1hjvSjyJup? Scale = 1:37.4 1 2 3 4 5 6 10 9 8 11 7 3x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 5x12 2x4 22-6-4 22-6-4 22-6-4 22-6-4 0-0-4 4-8-5 2.50 12 Plate Offsets (X,Y)-- [4:0-1-10,0-1-8], [10:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC Job B18803340 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282576 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:06 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-Nbr8fHbJRlb?pXgY93pJZC_ogEOuffDY1hjvSjyJup? Scale = 1:27.0 1 2 3 4 3x4 8 7 6 5 2x4 2x4 3x6 2x4 2x4 2x4 2x4 16-1-8 16-1-8 16-1-8 16-1-8 0-0-4 3-4-5 2.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.36 Job B18803340 Truss V03 Truss Type GABLE Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282577 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:07 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-roPWtdcyC3jsRhFlinKY6QW3IdmgO6vhGLTT_9yJup_ Scale = 1:17.8 1 2 3 5 4 3x4 2x4 2x4 2x4 2x4 9-8-11 9-8-11 0-0-4 2-0-5 2.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.13 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Job B18803340 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282578 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:07 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-roPWtdcyC3jsRhFlinKY6QWv6digO72hGLTT_9yJup_ Scale = 1:16.3 1 2 3 3x4 3x8 3x4 8-11-6 8-11-6 0-0-4 1-10-6 2.50 12 Plate Offsets (X,Y)-- [2:0-3-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.86 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in Job B18803340 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282579 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:08 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-J_zu4zdazMrj2qqxGUsned3Dm16t7Z4rV?C0VcyJuoz Scale = 1:22.8 1 2 3 5 4 3x4 2x4 2x4 2x4 2x4 9-0-9 9-0-9 0-0-4 3-9-4 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.14 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Job B18803340 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282580 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:08 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-J_zu4zdazMrj2qqxGUsned32Z1?x7aIrV?C0VcyJuoz Scale = 1:15.4 1 2 3 2x4 2x4 2x4 5-10-2 5-10-2 0-0-4 2-5-4 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.95 0.58 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job B18803340 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282581 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:09 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-nAXGIJdCjgzag_P7qCN0BrcQGRT6s1Y_jfyZ12yJuoy Scale = 1:8.3 1 2 3 2x4 2x4 2x4 2-7-12 2-7-12 0-0-4 1-1-4 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job B18803340 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282582 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:10 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-FM5fVfeqU_5RI8_KOvuFj28ZkrpxbT28yJh7aUyJuox Scale: 3/8"=1' 1 2 3 4 2x4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 7-11-14 7-11-8 9-9-4 1-9-6 7-11-14 7-11-14 9-9-4 1-9-6 0-0-4 5-2-4 5-3-14 5-2-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. Job B18803340 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282583 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:10 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-FM5fVfeqU_5RI8_KOvuFj28YYro2bTV8yJh7aUyJuox Scale = 1:32.9 1 2 3 4 3x4 6 7 5 3x4 2x4 2x4 2x4 2x4 8-6-4 8-6-4 7-11-14 7-11-14 8-6-4 0-6-6 0-0-4 5-2-4 5-3-14 5-2-4 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Job B18803340 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282584 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:11 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-kZf1i?fSFHDIwIZWxdPUGGhk2F6bKw0HBzRg6xyJuow Scale = 1:28.8 1 2 3 2x4 5 4 2x4 2x4 2x4 2x4 7-3-4 7-3-4 0-0-4 4-10-2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.26 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in Job B18803340 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282585 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:11 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-kZf1i?fSFHDIwIZWxdPUGGhflF0wKx1HBzRg6xyJuow Scale: 1/2"=1' 1 2 3 2x4 2x4 2x4 6-0-4 6-0-4 0-0-4 4-0-2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.57 0.69 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job B18803340 Truss V12 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282586 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:12 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-ClDPwLg40bL8XS8iVKwjpTEoyeQa3OHQQcADeNyJuov Scale = 1:18.7 1 2 3 2x4 2x4 2x4 4-9-4 4-9-4 0-0-4 3-2-2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.66 0.41 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job B18803340 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282587 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:12 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-ClDPwLg40bL8XS8iVKwjpTEtHeTr3OHQQcADeNyJuov Scale = 1:14.6 1 2 3 2x4 2x4 2x4 3-6-4 3-6-4 0-0-4 2-4-2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.32 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job B18803340 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282588 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:13 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-gxnn7hhinvT?9ciu31RyLhm6S2rBorXaeGwnApyJuou Scale = 1:10.4 1 2 3 2x4 2x4 2x4 2-3-4 2-3-4 0-0-4 1-6-2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job B18803340 Truss V15 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282589 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:13 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-gxnn7hhinvT?9ciu31RyLhm4b2oFoqFaeGwnApyJuou Scale = 1:29.9 1 2 3 4 5 3x4 9 8 7 6 4x6 3x4 2x4 2x4 3x6 2x4 2x4 2x4 0-0-8 0-0-8 17-10-9 17-10-1 8-11-4 8-11-4 17-10-9 8-11-4 0-0-4 4-5-10 0-0-4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. Job B18803340 Truss V16 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282590 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:14 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-88K9L1hLYCbsnlH5dlyBuuJ6mS4rXHvjtwfKjFyJuot Scale = 1:22.8 1 2 3 4 3x8 4x8 2x4 3x8 0-0-8 0-0-8 13-10-9 13-10-1 6-11-4 6-11-4 13-10-9 6-11-4 0-0-4 3-5-10 0-0-4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.77 Job B18803340 Truss V17 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282591 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:14 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-88K9L1hLYCbsnlH5dlyBuuJDCS8sXHkjtwfKjFyJuot Scale = 1:17.9 1 2 3 4 3x6 4x6 2x4 3x6 0-0-8 0-0-8 9-10-9 9-10-1 4-11-4 4-11-4 9-10-9 4-11-4 0-0-4 2-5-10 0-0-4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.36 Job B18803340 Truss V18 Truss Type Valley Qty 1 Ply 1 McKenzie 295 Westvale Job Reference (optional) I35282592 PROBUILD, MOORESVILLE, IN 46158 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 14:34:15 2018 Page 1 ID:7goNhPEARwp89_zMN4mknAyWXNq-cKuXYMizJWjjOvsHASUQQ6sQKsPMGl1t6aPuFiyJuos Scale = 1:11.6 1 2 3 2x4 3x4 2x4 0-0-8 0-0-8 5-10-9 5-10-1 2-11-4 2-11-4 5-10-9 2-11-4 0-0-4 1-5-10 0-0-4 6.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.21 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. 0.53 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=185/5-9-9, 3=185/5-9-9 Max Horz 1=-11(LC 4) Max Uplift 1=-9(LC 6), 3=-9(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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.23 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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) 1=157/9-9-9, 3=157/9-9-9, 4=375/9-9-9 Max Horz 1=-21(LC 4) Max Uplift 1=-18(LC 6), 3=-21(LC 7) Max Grav 1=159(LC 10), 3=159(LC 11), 4=375(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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.48 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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) 1=230/13-9-9, 3=230/13-9-9, 4=549/13-9-9 Max Horz 1=-31(LC 4) Max Uplift 1=-26(LC 6), 3=-31(LC 7) Max Grav 1=233(LC 10), 3=233(LC 11), 4=549(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-358/127 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 TC BC WB Matrix-S 0.22 0.25 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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 17-9-9. (lb) - Max Horz 1=-40(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=400(LC 10), 6=400(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-297/145, 4-6=-299/146 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=66/2-2-14, 3=66/2-2-14 Max Horz 1=34(LC 6) Max Uplift 3=-17(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=116/3-5-14, 3=116/3-5-14 Max Horz 1=60(LC 6) Max Uplift 3=-30(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=166/4-8-14, 3=166/4-8-14 Max Horz 1=85(LC 6) Max Uplift 3=-43(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=216/5-11-14, 3=216/5-11-14 Max Horz 1=111(LC 6) Max Uplift 3=-56(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=76/7-2-14, 4=129/7-2-14, 5=326/7-2-14 Max Horz 1=137(LC 6) Max Uplift 4=-33(LC 6), 5=-84(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 Matrix-S 0.28 0.16 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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) 1=126/8-5-14, 5=179/8-5-14, 6=413/8-5-14 Max Horz 1=152(LC 6) Max Uplift 5=-21(LC 6), 6=-96(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-280/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 TC BC WB Matrix-S 0.20 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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 6-0-0 oc bracing. REACTIONS. All bearings 9-8-14. (lb) - Max Horz 1=147(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=356(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-267/147 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=70/2-7-2, 3=70/2-7-2 Max Horz 1=23(LC 6) Max Uplift 1=-1(LC 6), 3=-11(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=198/5-9-9, 3=198/5-9-9 Max Horz 1=64(LC 6) Max Uplift 1=-4(LC 6), 3=-30(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=137/8-11-15, 4=115/8-11-15, 5=400/8-11-15 Max Horz 1=105(LC 6) Max Uplift 4=-18(LC 6), 5=-61(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-294/175 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=292/8-10-3, 3=292/8-10-3 Max Horz 1=48(LC 4) Max Uplift 1=-20(LC 4), 3=-30(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=135/9-8-11, 4=117/9-8-11, 5=394/9-8-11 Max Horz 1=52(LC 4) Max Uplift 1=-3(LC 4), 4=-12(LC 4), 5=-40(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-290/143 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-0-4. (lb) - Max Horz 1=94(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=257(LC 1), 8=537(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-390/152 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 BC WB Matrix-S 0.71 0.71 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 22-5-1. (lb) - Max Horz 1=135(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 7, 1, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 9 except 1=300(LC 1), 8=437(LC 1), 10=743(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-284/111, 2-10=-535/199 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1, 8, 9, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 CSI. TC BC WB Matrix-S 0.28 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=308/Mechanical, 7=367/0-5-8 Max Horz 7=134(LC 5) Max Uplift 5=-76(LC 5), 7=-56(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-306/92 WEBS 3-5=-254/108 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 119 lb up at 4-0-0 on top chord, and 78 lb down at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-43(F) 3=-89(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. November 12,2018 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.36 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.02 0.05 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 226 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1970/0-5-8, 8=2004/0-5-8 Max Horz 13=121(LC 12) Max Uplift 13=-452(LC 5), 8=-467(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2508/638, 3-4=-1975/546, 4-5=-2022/566, 5-6=-2565/663, 2-13=-1841/462, 6-8=-1879/479 BOT CHORD 12-13=-192/366, 10-12=-762/2691, 9-10=-762/2691, 8-9=-87/365 WEBS 3-12=-306/1069, 4-12=-970/361, 4-10=-199/687, 4-9=-911/333, 5-9=-320/1101, 2-12=-514/1663, 6-9=-540/1712 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 0-9-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=452, 8=467. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 288 lb down and 90 lb up at 4-0-12, 197 lb down and 88 lb up at 6-0-12, 197 lb down and 88 lb up at 8-0-12, 197 lb down and 88 lb up at 10-0-12, 197 lb down and 88 lb up at 12-0-12, 197 lb down and 88 lb up at 14-0-12, 197 lb down and 88 lb up at 16-0-12, and 197 lb down and 88 lb up at 17-3-4, and 288 lb down and 90 lb up at 19-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued LOAD CASE(on page S) Standard 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. November 12,2018 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.53 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.45 0.01 0.23 (loc) 7-8 7-8 6 7-8 l/defl >865 >307 n/a >609 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-8: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (lb/size) 6=1034/Mechanical, 8=832/0-3-8 Max Horz 8=185(LC 5) Max Uplift 6=-393(LC 5), 8=-184(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/134, 3-4=-440/112, 4-5=-342/122, 5-6=-1834/646, 2-8=-313/138 BOT CHORD 7-8=-237/540 WEBS 5-7=-657/1837, 3-8=-436/36 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 6=393, 8=184. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 456 lb down and 237 lb up at 6-6-2, and 203 lb down and 100 lb up at 8-6-2, and 197 lb down and 127 lb up at 10-6-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 7=-197 9=-456(B) 10=-203 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. November 12,2018 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.20 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud 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 6-0-0 oc bracing. REACTIONS. (lb/size) 5=630/Mechanical, 7=540/0-3-8 Max Horz 7=157(LC 5) Max Uplift 5=-370(LC 5), 7=-197(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-277/177, 2-7=-536/220 WEBS 3-6=-308/239, 3-5=-336/294, 2-6=-195/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 5=370, 7=197. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 168 lb down and 289 lb up at 3-2-10, and 197 lb down and 112 lb up at 4-0-12, and 202 lb down and 109 lb up at 6-0-12 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=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-168 8=-197 9=-202 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. November 12,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.47 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.20 0.01 0.11 (loc) 9-10 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 253 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,6-10: 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.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 13=2192/0-3-8, 8=2112/0-3-8 Max Horz 13=182(LC 4) Max Uplift 13=-866(LC 4), 8=-869(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1452/663, 3-4=-2615/1070, 4-6=-2613/1069, 6-7=-1455/658, 2-13=-2376/957, 7-8=-2300/961 BOT CHORD 10-12=-633/1200, 9-10=-560/1223 WEBS 3-12=-451/128, 3-10=-673/1687, 4-10=-638/260, 6-10=-674/1664, 6-9=-452/136, 2-12=-824/1879, 7-9=-840/1908 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 0-9-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=866, 8=869. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 168 lb down and 289 lb up at 3-2-10, 197 lb down and 112 lb up at 4-0-12, 197 lb down and 112 lb up at 6-0-12, 197 lb down and 112 lb up at 8-0-12, 197 lb down and 112 lb up at 10-0-12, 197 lb down and 112 lb up at 12-0-12, 197 lb down and 112 lb up at 14-0-12, 197 lb down and 112 lb up at 16-0-12, 197 lb down and 112 lb up at 18-0-12, and 197 lb down and 112 lb up at 19-10-4, and 168 lb down and 289 lb up at 20-8-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 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. November 12,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.53 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.17 0.02 0.04 (loc) 6-7 6-7 10 7-8 l/defl >999 >908 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-6: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 2-6, 4-10 REACTIONS. (lb/size) 8=4980/0-3-8, 10=4388/0-3-0 Max Horz 8=198(LC 5) Max Uplift 8=-277(LC 5), 10=-182(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3371/260, 2-3=-903/14, 3-4=-765/33, 1-8=-3059/229 BOT CHORD 6-7=-342/3056 WEBS 2-7=-279/2777, 2-6=-3187/429, 1-7=-203/3389, 4-6=-188/4413, 4-10=-4393/182 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 0-9-0 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=277, 10=182. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1142 lb down and 36 lb up at 0-1-12, 1135 lb down and 41 lb up at 2-4-12, 1135 lb down and 41 lb up at 4-4-12, 610 lb down and 386 lb up at 6-0-12, 1135 lb down and 41 lb up at 6-4-12, 229 lb down and 115 lb up at 8-0-12, 833 lb down at 8-4-12, 234 lb down and 162 lb up at 10-0-12, 833 lb down at 10-4-12, and 231 lb down and 184 lb up at 12-0-12, and 839 lb down at 12-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 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. November 12,2018 CSI. TC BC WB Matrix-S 0.17 0.13 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=476/Mechanical, 7=463/0-3-8 Max Horz 7=143(LC 5) Max Uplift 5=-222(LC 5), 7=-107(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/96, 2-7=-428/120 WEBS 3-6=-212/308, 3-5=-390/223 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 5=222, 7=107. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 180 lb down and 190 lb up at 3-6-0, and 216 lb down and 77 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-180(F) 8=-216 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. November 12,2018 Plate Offsets (X,Y)-- [5:0-6-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.74 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.33 0.06 0.16 (loc) 11-12 11-12 8 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 275 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11: 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 (5-9-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=2523/0-3-8, 8=2498/0-3-8 Max Horz 12=92(LC 13) Max Uplift 12=-787(LC 5), 8=-771(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/139, 3-4=-3671/1271, 4-5=-3328/1187, 5-6=-3807/1329, 6-7=-282/100, 2-12=-338/142 BOT CHORD 11-12=-939/2738, 9-11=-1144/3450, 8-9=-935/2844 WEBS 3-11=-279/864, 4-11=-393/925, 5-11=-278/99, 5-9=-456/1078, 6-9=-298/896, 3-12=-3181/1026, 6-8=-3328/1114 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 0-9-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=787, 8=771. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 456 lb down and 237 lb up at 6-6-2, 203 lb down and 100 lb up at 8-6-2, 197 lb down and 127 lb up at 10-6-2, 197 lb down and 127 lb up at 12-6-2, 197 lb down and 127 lb up at 14-6-2, 197 lb down and 127 lb up at 16-6-2, 197 lb down and 127 lb up at 18-6-2, 197 lb down and 127 lb up at 18-8-14, and 203 lb down and 100 lb up at 20-8-14, and 456 lb down and 237 lb up at 22-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 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. November 12,2018 CSI. TC BC WB Matrix-S 0.55 0.09 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud 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) 5=500/Mechanical, 7=406/0-3-8 Max Horz 7=114(LC 5) Max Uplift 5=-110(LC 5), 7=-43(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-325/36, 2-7=-347/70 WEBS 3-6=0/296, 3-5=-507/121 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 except (jt=lb) 5=110. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 204 lb down and 175 lb up at 5-3-8 on top chord, and 147 lb down at 5-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-95(F) 3=-204(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. November 12,2018 CSI. TC BC WB Matrix-S 0.55 0.09 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud 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) 5=463/Mechanical, 7=393/0-3-8 Max Horz 7=114(LC 5) Max Uplift 5=-110(LC 5), 7=-42(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/35, 2-7=-335/69 WEBS 3-6=0/284, 3-5=-470/120 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 except (jt=lb) 5=110. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 lb down and 168 lb up at 5-3-8 on top chord, and 129 lb down at 5-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-80(B) 3=-171(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. November 12,2018 CSI. TC BC WB Matrix-P 0.29 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 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=217/Mechanical, 7=294/0-3-8 Max Horz 7=67(LC 5) Max Uplift 5=-29(LC 6), 7=-41(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-286/38 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 12 lb up at 1-10-8 on top chord, and 14 lb up at 1-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=1(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. November 12,2018 CSI. TC BC WB Matrix-P 0.23 0.07 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 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=311/Mechanical, 7=340/0-3-8 Max Horz 7=102(LC 5) Max Uplift 5=-93(LC 5), 7=-54(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-301/72 WEBS 3-5=-277/95 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 112 lb up at 3-10-8 on top chord, and 75 lb down and 10 lb up at 3-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-45(F) 3=-94(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. November 12,2018 BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.73 0.33 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.24 0.03 0.06 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 394 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-8,4-7,2-8,2-10: 2x4 SPF-S Stud 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) 11=9307/0-3-8, 6=8666/0-3-8 Max Horz 11=71(LC 4) Max Uplift 11=-514(LC 5), 6=-831(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11275/659, 2-3=-9091/598, 3-4=-9077/598, 4-5=-11735/994, 1-11=-7329/442, 5-6=-7643/652 BOT CHORD 10-11=-115/758, 8-10=-588/10009, 7-8=-837/10421, 6-7=-107/709 WEBS 3-8=-452/7733, 4-8=-2977/561, 4-7=-445/2749, 2-8=-2462/188, 2-10=-67/2232, 1-10=-488/9494, 5-7=-753/9967 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=514, 6=831. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1658 lb down and 84 lb up at 1-4-12, 1658 lb down and 84 lb up at 3-4-12, 1614 lb down and 81 lb up at 5-4-12, 1627 lb down and 73 lb up at 7-4-12, 1577 lb down and 64 lb up at 9-4-12, 1605 lb down and 54 lb up at 11-4-12, 1611 lb down and 42 lb up at 13-4-12, and 1578 lb down and 34 lb up at 15-4-12, and 3375 lb down and 754 lb up at 17-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 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. November 12,2018 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.43 0.51 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.27 0.02 0.12 (loc) 9-11 9-11 8 9-11 l/defl >999 >917 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=1769/0-3-8, 8=1795/0-3-8 Max Horz 12=61(LC 4) Max Uplift 12=-384(LC 5), 8=-395(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2417/546, 3-4=-2071/509, 4-5=-2112/526, 5-6=-2464/565, 2-12=-1731/409, 6-8=-1761/421 BOT CHORD 9-11=-537/2304 WEBS 3-11=-203/822, 4-11=-365/122, 4-9=-311/101, 5-9=-211/843, 2-11=-454/1986, 6-9=-472/2030 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 0-9-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=384, 8=395. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 291 lb down and 105 lb up at 3-11-4, 197 lb down and 78 lb up at 5-11-4, 197 lb down and 78 lb up at 7-11-4, 197 lb down and 78 lb up at 9-11-4, 197 lb down and 78 lb up at 11-11-4, 197 lb down and 78 lb up at 13-11-4, and 197 lb down and 78 lb up at 15-2-12, and 291 lb down and 105 lb up at 17-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 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. November 12,2018 37-9-0 6-2-4 1-7-6 4-4-15 4-6-10 1-5-8 4-4-15 6.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-8], [3:0-4-0,0-1-15], [7:0-4-0,0-1-15], [10:0-3-8,0-2-8], [14:0-3-8,0-2-0], [15:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.97 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.66 0.09 0.28 (loc) 12-14 12-14 9 12-14 l/defl >999 >684 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 348 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-14,4-12,7-12,2-15,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-10 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=3236/0-3-8, 9=3395/Mechanical Max Horz 16=67(LC 13) Max Uplift 16=-702(LC 4), 9=-742(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4646/1117, 3-4=-7578/1888, 4-6=-7648/1895, 6-7=-7650/1897, 7-8=-4904/1136, 2-16=-3158/717, 8-9=-3088/693 BOT CHORD 14-15=-990/4104, 12-14=-1861/7575, 10-12=-980/4329, 9-10=-62/251 WEBS 3-14=-1001/3899, 4-14=-653/198, 6-12=-601/187, 7-12=-992/3740, 7-10=-59/273, 2-15=-963/4019, 8-10=-969/4159 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 0-9-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=702, 9=742. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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. November 12,2018 7-3-8 38-4-8 0-7-8 1-7-6 4-11-9 5-1-4 1-5-8 4-11-9 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-15], [7:0-4-0,0-1-15], [8:0-3-0,0-1-12], [11:0-3-8,0-2-8], [15:0-3-8,0-2-0], [16:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.93 1.00 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.61 0.09 0.25 (loc) 13-15 13-15 10 13-15 l/defl >999 >742 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 357 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-15,4-13,7-13,2-16,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-11 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=3681/0-3-8, 10=3697/0-5-8 Max Horz 17=66(LC 4) Max Uplift 17=-713(LC 5), 10=-711(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5509/1189, 3-4=-7847/1776, 4-6=-7924/1792, 6-7=-7926/1794, 7-8=-5808/1249, 2-17=-3554/731, 8-10=-3561/732 BOT CHORD 16-17=-120/311, 15-16=-1055/4849, 13-15=-1750/7844, 11-13=-1055/5103, 10-11=-109/432 WEBS 3-16=-85/357, 3-15=-852/3550, 4-15=-634/193, 6-13=-563/174, 7-13=-812/3353, 7-11=-124/518, 2-16=-1007/4630, 8-11=-1048/4749 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 0-9-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=713, 10=711. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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. November 12,2018 8.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [5:0-5-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.75 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.63 0.04 0.02 (loc) 9-10 9-10 9 12 l/defl >999 >442 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1008/0-5-8, 9=1008/0-5-8 Max Horz 13=186(LC 5) Max Uplift 13=-78(LC 6), 9=-78(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-311/67, 3-4=-950/143, 4-5=-715/149, 5-6=-949/143, 6-7=-311/67, 2-13=-356/114, 7-9=-356/114 BOT CHORD 12-13=-63/835, 10-12=0/715, 9-10=0/835 WEBS 4-12=-6/288, 5-10=-14/288, 3-13=-858/79, 6-9=-857/79 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.50 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.22 0.02 0.02 (loc) 8-10 10-11 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8,2-11,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-4 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (lb/size) 11=1075/0-5-8, 7=1052/0-5-8 Max Horz 11=-155(LC 4) Max Uplift 11=-70(LC 6), 7=-70(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1234/120, 3-4=-875/150, 4-5=-1194/120, 2-11=-1010/157, 5-7=-984/157 BOT CHORD 10-11=-187/358, 8-10=-58/908, 7-8=-106/362 WEBS 3-10=0/272, 4-8=0/272, 2-10=-123/636, 5-8=-128/599 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 4%, joint 5 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 CSI. TC BC WB Matrix-S 0.33 0.25 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 -0.00 0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >484 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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) 6=343/0-3-8, 5=254/0-1-8 Max Horz 6=210(LC 6) Max Uplift 5=-150(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-278/0 WEBS 3-5=-252/145 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=150. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.14 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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=354/0-3-8, 5=249/0-1-8 Max Horz 7=201(LC 5) Max Uplift 7=-15(LC 6), 5=-103(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-315/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=103. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.94 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.62 -0.06 0.01 (loc) 5-7 5-7 10 7 l/defl >886 >355 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7,4-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 4-10 REACTIONS. (lb/size) 8=853/Mechanical, 10=894/0-3-0 Max Horz 8=173(LC 5) Max Uplift 10=-69(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-657/128, 3-4=-562/129 BOT CHORD 8-11=-146/464, 11-12=-146/464, 7-12=-146/464 WEBS 2-8=-784/12, 4-7=-62/401, 4-10=-895/79 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.68 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.26 0.03 0.02 (loc) 7-9 9-10 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-9,3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-6 REACTIONS. (lb/size) 10=1155/Mechanical, 6=1158/Mechanical Max Horz 10=183(LC 5) Max Uplift 10=-29(LC 6), 6=-29(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-971/184, 3-4=-955/182 BOT CHORD 9-10=-93/665, 7-9=0/607, 6-7=-39/634 WEBS 3-9=-65/350, 3-7=-68/315, 2-10=-1135/75, 4-6=-1142/81 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 10, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.68 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.26 0.03 0.01 (loc) 9-11 11-12 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-8 REACTIONS. (lb/size) 12=1243/0-3-8, 8=1156/Mechanical Max Horz 12=324(LC 5) Max Uplift 12=-70(LC 6), 8=-31(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-964/216, 5-6=-952/212 BOT CHORD 11-12=-155/656, 9-11=-40/605, 8-9=0/632 WEBS 5-11=-82/342, 5-9=-84/315, 3-12=-1127/4, 6-8=-1138/43 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 12, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.83 0.81 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.42 -0.88 0.02 0.01 (loc) 10-12 10-12 8 9 l/defl >669 >318 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-12,7-8: 2x4 SPF-S Stud 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 3-12, 6-8 REACTIONS. (lb/size) 12=1204/0-3-8, 8=1115/Mechanical Max Horz 12=247(LC 5) Max Uplift 12=-63(LC 6), 8=-33(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-864/176, 4-5=-638/178, 5-6=-851/175, 2-12=-277/175 BOT CHORD 10-12=-98/617, 9-10=0/628, 8-9=-45/600 WEBS 3-12=-940/0, 6-8=-948/88 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 12, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.72 0.87 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.69 0.03 0.01 (loc) 10-12 10-12 8 9 l/defl >884 >408 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-10,5-10,5-9: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 3-12, 6-8 REACTIONS. (lb/size) 12=1227/0-3-8, 8=1147/Mechanical Max Horz 12=229(LC 5) Max Uplift 12=-59(LC 6), 8=-29(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-900/175, 4-5=-682/175, 5-6=-900/169, 2-12=-260/169 BOT CHORD 10-12=-115/608, 9-10=0/683, 8-9=-46/599 WEBS 3-12=-982/0, 6-8=-1005/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 12, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.99 0.53 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.26 0.01 0.02 (loc) 7-9 9-10 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 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. WEBS 1 Row at midpt 3-7, 4-7, 2-10 REACTIONS. (lb/size) 10=1122/0-3-8, 6=1007/Mechanical Max Horz 10=208(LC 5) Max Uplift 10=-55(LC 6), 6=-25(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-945/145, 3-4=-642/163, 4-5=-891/128, 2-10=-1062/144, 5-6=-948/120 BOT CHORD 7-9=-77/674 WEBS 2-9=-42/676, 5-7=-29/668 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 10, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.83 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.44 -0.78 0.02 0.02 (loc) 8-10 8-10 7 8-10 l/defl >631 >357 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-10,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 4-8 REACTIONS. (lb/size) 11=1118/0-3-8, 7=1031/Mechanical Max Horz 11=189(LC 5) Max Uplift 11=-50(LC 6), 7=-20(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-927/139, 3-4=-677/159, 4-5=-666/142, 5-6=-903/115, 2-11=-1098/134, 6-7=-1018/109 BOT CHORD 8-10=-97/769 WEBS 4-8=-256/157, 2-10=-35/736, 6-8=-26/752 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 11, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.39 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.02 0.02 (loc) 9-11 9-11 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-9,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-5 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=1153/0-3-8, 7=1062/0-3-8 Max Horz 12=224(LC 5) Max Uplift 12=-49(LC 6), 7=-15(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-878/152, 3-4=-929/183, 4-5=-929/183, 5-6=-878/139, 2-12=-1115/147, 6-7=-1023/108 BOT CHORD 9-11=-160/659, 8-9=-76/665 WEBS 3-9=-128/453, 4-9=-441/182, 5-9=-133/448, 2-11=-60/765, 6-8=-67/770 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.46 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.19 0.02 0.03 (loc) 9-11 9-11 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-9,5-9: 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 (4-11-11 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (lb/size) 12=1157/0-3-8, 7=1065/0-3-8 Max Horz 12=205(LC 5) Max Uplift 12=-48(LC 5), 7=-46(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-803/146, 3-4=-1055/186, 4-5=-1055/186, 5-6=-804/128, 2-12=-1146/140, 6-7=-1054/101 BOT CHORD 9-11=-167/622, 8-9=-85/629 WEBS 3-11=-291/126, 3-9=-139/595, 4-9=-535/216, 5-9=-145/590, 5-8=-293/131, 2-11=-72/812, 6-8=-79/815 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 CSI. TC BC WB Matrix-S 0.34 0.35 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >496 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 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) 6=315/0-3-8, 5=223/0-1-8 Max Horz 6=167(LC 6) Max Uplift 5=-88(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-261/27 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 28-5-1 6-1-15 34-10-8 6-5-7 2-0-0 10-3-15 10-9-10 7-8-7 5.00 12 2.50 12 Plate Offsets (X,Y)-- [11:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.83 0.70 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.45 -0.76 0.07 0.06 (loc) 13-15 13-15 10 13-15 l/defl >925 >545 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-15,2-16,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 7-13, 8-11, 3-16, 9-10 REACTIONS. (lb/size) 16=1628/0-3-8, 10=1702/0-3-8 Max Horz 16=257(LC 6) Max Uplift 16=-107(LC 6), 10=-69(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-2188/265, 5-6=-1514/246, 6-7=-1419/264, 7-8=-1438/245, 8-9=-1078/156, 2-16=-328/169, 9-10=-1562/232 BOT CHORD 15-16=-377/1914, 13-15=-285/1797, 11-13=-125/1024 WEBS 5-15=0/392, 5-13=-731/194, 6-13=-87/807, 7-13=-383/97, 8-13=-60/548, 8-11=-929/229, 3-16=-2179/167, 9-11=-191/1565 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 16=107. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.69 0.89 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.47 -0.76 0.05 0.05 (loc) 10-12 10-12 9 10-12 l/defl >737 >456 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-12,2-13,3-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 1 Row at midpt 5-10, 7-10, 3-13, 8-9 REACTIONS. (lb/size) 13=1356/0-3-8, 9=1416/0-3-8 Max Horz 13=282(LC 6) Max Uplift 13=-89(LC 6), 9=-80(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1687/182, 5-6=-928/147, 6-7=-861/176, 7-8=-878/150, 2-13=-328/169, 8-9=-1252/225 BOT CHORD 12-13=-351/1516, 10-12=-242/1299 WEBS 5-12=0/454, 5-10=-780/206, 6-10=-41/438, 7-10=-431/133, 3-13=-1698/87, 8-10=-168/1193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.99 0.87 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.47 -0.73 0.05 0.05 (loc) 9-11 9-11 8 9-11 l/defl >743 >474 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-11,2-12,3-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. WEBS 1 Row at midpt 5-9, 3-12, 7-8 REACTIONS. (lb/size) 12=1353/0-3-8, 8=1398/0-3-8 Max Horz 12=252(LC 6) Max Uplift 12=-98(LC 6), 8=-71(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1681/208, 5-6=-934/179, 6-7=-938/169, 2-12=-328/169, 7-8=-1240/212 BOT CHORD 11-12=-323/1512, 9-11=-216/1291 WEBS 5-11=0/452, 5-9=-779/196, 6-9=0/304, 3-12=-1695/112, 7-9=-106/1023 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 7-5-0 10-2-7 5.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.83 0.91 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.77 0.06 0.05 (loc) 11-13 13-14 9 11-13 l/defl >999 >453 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-13,2-14,3-14,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-1 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 7-10, 3-14, 8-9 REACTIONS. (lb/size) 14=1340/0-3-8, 9=1363/0-3-8 Max Horz 14=247(LC 6) Max Uplift 14=-96(LC 6), 9=-62(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1643/207, 5-6=-1000/187, 6-7=-854/196, 7-8=-831/153, 2-14=-330/167, 8-9=-1206/207 BOT CHORD 13-14=-323/1484, 11-13=-213/1268, 10-11=-85/714 WEBS 5-13=0/425, 5-11=-696/186, 7-11=-73/683, 7-10=-657/143, 3-14=-1650/116, 8-10=-116/1000 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.65 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.39 0.04 0.04 (loc) 9-10 9-10 8 10-12 l/defl >999 >896 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-12,7-8,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-3 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 3-10, 5-9, 6-9, 7-8 REACTIONS. (lb/size) 13=1374/0-3-8, 8=1314/0-3-8 Max Horz 13=234(LC 6) Max Uplift 13=-89(LC 6), 8=-41(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1830/187, 3-5=-1374/175, 5-6=-530/106, 6-7=-581/87, 2-13=-1295/216, 7-8=-1331/163 BOT CHORD 12-13=-263/171, 10-12=-282/1604, 9-10=-148/1166 WEBS 3-10=-513/160, 5-10=0/626, 5-9=-912/131, 2-12=-20/1464, 7-9=-119/1183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.63 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.38 -0.54 0.06 0.05 (loc) 9-11 9-11 8 9-11 l/defl >913 >639 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-9,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-8 REACTIONS. (lb/size) 12=1342/0-3-8, 8=1251/0-3-8 Max Horz 12=110(LC 6) Max Uplift 12=-100(LC 6), 8=-57(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1676/279, 5-6=-1683/277, 2-12=-307/161 BOT CHORD 11-12=-184/1510, 9-11=-73/1220, 8-9=-181/1521 WEBS 5-9=-27/526, 5-11=-29/517, 3-12=-1711/170, 6-8=-1732/220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 12=100. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 6-11-10 2-0-0 7-6-7 7-8-4 2-0-0 7-6-7 5.00 12 Plate Offsets (X,Y)-- [2:0-2-5,Edge], [5:0-6-0,0-1-5], [10:0-3-8,0-1-8], [14:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.69 0.53 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.20 0.04 0.05 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-11 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=1247/0-3-8, 9=1156/0-3-8 Max Horz 15=105(LC 6) Max Uplift 15=-96(LC 6), 9=-54(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1565/232, 4-5=-1336/253, 5-6=-1155/261, 6-7=-1339/253, 7-8=-1572/227, 2-15=-1182/238, 8-9=-1091/179 BOT CHORD 13-14=-154/1376, 11-13=-73/1154, 10-11=-151/1387 WEBS 4-13=-322/101, 5-13=-10/272, 6-11=-11/277, 7-11=-334/100, 2-14=-94/1322, 8-10=-140/1343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.23 0.12 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 6-7 6-7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 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=295/0-3-8, 5=217/0-1-8 Max Horz 7=99(LC 6) Max Uplift 7=-24(LC 6), 5=-31(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-264/85 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.83 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.61 0.03 0.02 (loc) 9-11 9-11 8 9 l/defl >999 >414 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=900/0-3-8, 8=900/0-3-8 Max Horz 11=-87(LC 4) Max Uplift 11=-72(LC 6), 8=-72(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-868/167, 4-5=-868/167 BOT CHORD 9-11=-69/814, 8-9=-62/814 WEBS 4-9=-19/457, 3-11=-907/140, 5-8=-907/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 6-4-15 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.72 0.85 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.55 0.03 0.02 (loc) 9-10 9-10 9 11 l/defl >999 >456 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=900/0-3-8, 9=900/0-3-8 Max Horz 13=83(LC 5) Max Uplift 13=-69(LC 6), 9=-69(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-886/172, 4-5=-728/180, 5-6=-885/172, 2-13=-260/125, 7-9=-260/125 BOT CHORD 11-13=-56/811, 10-11=0/727, 9-10=-55/811 WEBS 3-13=-891/123, 6-9=-890/123 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.53 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.24 0.02 0.02 (loc) 10-11 10-11 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-11,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-10 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) 11=900/0-3-8, 7=900/0-3-8 Max Horz 11=73(LC 5) Max Uplift 11=-61(LC 6), 7=-61(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1023/152, 3-4=-816/180, 4-5=-1023/152, 2-11=-825/186, 5-7=-825/186 BOT CHORD 10-11=-100/253, 8-10=0/816, 7-8=-54/252 WEBS 2-10=0/574, 5-8=0/574 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 5-4-15 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [8:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.86 0.85 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.77 0.11 0.11 (loc) 12-14 12-14 9 12 l/defl >999 >581 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 150 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-14,4-12,6-12,7-10,2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-6 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS. (lb/size) 15=1667/0-3-8, 9=1598/Mechanical Max Horz 15=77(LC 6) Max Uplift 15=-48(LC 6), 9=-22(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2322/246, 3-4=-1969/263, 4-6=-3095/331, 6-7=-2037/268, 7-8=-2393/245, 2-15=-1608/240, 8-9=-1537/199 BOT CHORD 12-14=-241/2963, 10-12=-241/2979 WEBS 3-14=0/617, 4-14=-1266/155, 4-12=0/284, 6-12=0/261, 6-10=-1215/155, 7-10=0/629, 2-14=-37/1763, 8-10=-64/1859 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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. November 12,2018 32-6-2 4-11-6 37-9-0 5-2-14 1-7-6 6-4-15 6-6-10 1-5-8 6-4-15 6.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15], [7:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.91 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.64 0.15 0.09 (loc) 11-13 10-11 10 13 l/defl >999 >699 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 8-10 REACTIONS. (lb/size) 16=1700/0-3-8, 10=1631/Mechanical Max Horz 16=87(LC 6) Max Uplift 16=-61(LC 6), 10=-30(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2297/281, 4-5=-2656/357, 5-7=-2654/357, 7-8=-2350/282, 2-16=-287/130 BOT CHORD 15-16=-191/1824, 13-15=-113/2007, 11-13=-115/2050, 10-11=-202/1922 WEBS 3-15=-14/365, 4-15=0/258, 4-13=-115/879, 5-13=-652/204, 7-13=-118/834, 7-11=0/294, 8-11=-14/314, 3-16=-2154/215, 8-10=-2217/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 16, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 6-10-2 25-6-12 6-10-2 31-6-2 5-11-6 37-9-0 6-2-14 1-7-6 7-4-15 7-6-10 1-5-8 7-4-15 6.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [4:0-4-0,0-1-15], [6:0-4-0,0-1-15], [8:0-3-0,0-1-8], [10:0-3-8,0-2-0], [16:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.81 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.39 0.10 0.07 (loc) 11-13 11-13 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,6-13,2-16,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=1694/0-3-8, 9=1625/Mechanical Max Horz 17=96(LC 6) Max Uplift 17=-73(LC 6), 9=-42(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2245/271, 3-4=-2221/307, 4-5=-2271/338, 5-6=-2271/338, 6-7=-2257/308, 7-8=-2338/273, 2-17=-1629/248, 8-9=-1559/204 BOT CHORD 15-16=-174/1939, 13-15=-103/1916, 11-13=-105/1944, 10-11=-183/2025 WEBS 3-16=-328/102, 4-15=0/281, 4-13=-79/617, 5-13=-507/155, 6-13=-81/583, 6-11=0/311, 7-10=-283/109, 2-16=-120/1866, 8-10=-164/1939 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 17, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 4-10-2 30-8-4 7-1-8 37-9-0 7-0-12 1-7-6 8-4-15 8-6-10 1-5-8 8-4-15 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-0,0-3-4], [7:0-3-0,0-3-4], [8:0-2-12,0-2-0], [10:0-3-8,0-2-0], [15:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.83 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.43 -0.81 0.09 0.06 (loc) 12-13 12-13 9 13 l/defl >999 >558 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-13,5-13,5-12,7-12,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-10 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-13, 5-12, 7-12 REACTIONS. (lb/size) 16=1665/0-3-8, 9=1597/Mechanical Max Horz 16=110(LC 5) Max Uplift 16=-84(LC 6), 9=-52(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2245/288, 3-4=-2123/311, 4-5=-1805/315, 5-6=-1821/316, 6-7=-2144/313, 7-8=-2334/294, 2-16=-1589/257, 8-9=-1519/214 BOT CHORD 13-15=-155/1937, 12-13=-79/1915, 10-12=-165/2018 WEBS 3-15=-287/106, 4-13=-15/578, 5-13=-344/103, 5-12=-317/105, 6-12=-19/593, 7-12=-257/139, 2-15=-123/1814, 8-10=-154/1888 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 16, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 7-11-6 37-9-0 8-2-14 1-7-6 9-4-15 9-6-10 1-5-8 9-4-15 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-4-0,0-1-15], [9:Edge,0-1-12], [11:0-3-8,0-2-0], [16:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.76 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.35 0.09 0.06 (loc) 13-14 11-13 10 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,8-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 8-13 REACTIONS. (lb/size) 17=1726/0-3-8, 10=1647/Mechanical Max Horz 17=120(LC 5) Max Uplift 17=-93(LC 6), 10=-61(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2422/302, 3-5=-2049/327, 5-6=-1718/334, 6-8=-2045/328, 8-9=-2480/307, 2-17=-1653/268, 9-10=-1573/224 BOT CHORD 14-16=-152/2075, 13-14=-33/1726, 11-13=-164/2133 WEBS 3-14=-454/145, 5-14=-6/509, 6-13=-9/474, 8-13=-525/157, 2-16=-94/1886, 9-11=-144/1964 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 17, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 19-6-12 1-8-4 25-6-5 5-11-9 31-5-15 5-11-9 37-9-0 6-3-1 1-7-6 10-4-15 10-6-10 1-5-8 10-4-15 6.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [5:0-4-0,0-1-15], [17:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.99 0.99 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.57 0.10 0.07 (loc) 12-14 12-14 11 15-17 l/defl >999 >784 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,7-12,9-12,10-11,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 7-14, 9-11 REACTIONS. (lb/size) 18=1702/0-3-8, 11=1634/Mechanical Max Horz 18=131(LC 5) Max Uplift 18=-101(LC 6), 11=-69(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2413/312, 3-5=-1877/335, 5-6=-1568/341, 6-7=-1840/347, 7-9=-2348/344, 9-10=-254/97, 2-18=-1626/278, 10-11=-251/95 BOT CHORD 17-18=-152/280, 15-17=-149/2055, 14-15=-13/1565, 12-14=-114/1914, 11-12=-192/2022 WEBS 3-15=-633/164, 5-15=-35/407, 6-14=-113/669, 7-14=-575/170, 7-12=0/345, 2-17=-66/1796, 9-11=-2279/240 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 18=101. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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. November 12,2018 6-3-0 31-2-9 6-3-0 37-9-0 6-6-7 1-7-6 10-11-11 1-5-8 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.71 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.55 0.12 0.07 (loc) 12-14 12-14 11 14-16 l/defl >999 >812 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-14,6-14,7-14,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14, 3-17, 9-11 REACTIONS. (lb/size) 17=1746/0-3-8, 11=1678/Mechanical Max Horz 17=135(LC 5) Max Uplift 17=-104(LC 6), 11=-72(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/128, 3-5=-2358/345, 5-6=-1864/347, 6-7=-1863/347, 7-9=-2421/352, 9-10=-253/97, 2-17=-329/158, 10-11=-254/97 BOT CHORD 16-17=-185/2001, 14-16=-108/1935, 12-14=-109/1961, 11-12=-197/2098 WEBS 5-16=0/312, 5-14=-589/180, 6-14=-171/1244, 7-14=-625/182, 7-12=0/377, 3-17=-2277/210, 9-11=-2364/249 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 11 except (jt=lb) 17=104. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 6-3-0 24-11-10 6-3-0 31-2-9 6-3-0 37-9-0 6-6-7 38-4-8 0-7-8 1-7-6 10-11-11 1-5-8 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.99 0.70 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.56 0.11 0.07 (loc) 13-15 13-15 12 15-17 l/defl >999 >808 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-15,6-15,7-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-15, 3-18, 9-12 REACTIONS. (lb/size) 18=1742/0-3-8, 12=1719/0-5-8 Max Horz 18=126(LC 5) Max Uplift 18=-104(LC 6), 12=-95(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/128, 3-5=-2350/346, 5-6=-1854/347, 6-7=-1854/347, 7-9=-2402/352, 9-10=-338/137, 2-18=-329/158, 10-12=-353/152 BOT CHORD 17-18=-164/1995, 15-17=-87/1927, 13-15=-89/1951, 12-13=-176/2079 WEBS 5-17=0/314, 5-15=-590/180, 6-15=-172/1236, 7-15=-623/183, 7-13=0/366, 3-18=-2269/210, 9-12=-2257/208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 18=104. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 3-5-12 28-11-8 8-6-0 37-9-0 8-9-8 38-4-8 0-7-8 1-7-6 9-11-9 10-1-4 1-5-8 9-11-9 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-4-0,0-1-15], [12:0-3-8,0-2-0], [17:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 1.00 0.83 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.45 0.09 0.07 (loc) 12-14 15-17 11 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,8-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS. (lb/size) 18=1715/0-3-8, 11=1690/0-5-8 Max Horz 18=117(LC 5) Max Uplift 18=-98(LC 6), 11=-89(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2426/309, 3-5=-1956/332, 5-6=-1632/342, 6-8=-1956/333, 8-9=-2486/315, 2-18=-1644/273, 9-11=-1614/262 BOT CHORD 15-17=-134/2076, 14-15=-0/1633, 12-14=-140/2125, 11-12=-66/305 WEBS 3-15=-565/160, 5-15=-21/505, 6-14=-25/488, 8-14=-619/167, 2-17=-92/1873, 9-12=-75/1838 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 9 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 37-9-0 7-7-8 38-4-8 0-7-8 1-7-6 8-11-9 9-1-4 1-5-8 8-11-9 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-4-0,0-1-15], [9:0-3-0,0-1-12], [12:0-3-8,Edge], [17:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.96 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.48 0.09 0.07 (loc) 14-15 14-15 11 15 l/defl >999 >938 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,8-12,2-17,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS. (lb/size) 18=1659/0-3-8, 11=1622/0-5-8 Max Horz 18=108(LC 5) Max Uplift 18=-89(LC 6), 11=-81(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2273/296, 3-5=-2049/320, 5-6=-1715/330, 6-8=-2029/322, 8-9=-2327/303, 2-18=-1584/262, 9-11=-1544/251 BOT CHORD 15-17=-134/1951, 14-15=-22/1733, 12-14=-142/1994, 11-12=-41/255 WEBS 3-15=-289/135, 5-15=0/458, 6-14=0/440, 8-14=-358/142, 2-17=-114/1795, 9-12=-103/1763 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 6-6-0 18-8-10 5-8-14 24-5-8 5-8-14 30-11-8 6-6-0 37-9-0 6-9-8 38-4-8 0-7-8 1-7-6 7-11-9 8-1-4 1-5-8 7-11-9 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-4-0,0-1-15], [6:0-4-0,0-1-15], [8:0-3-0,0-1-12], [11:0-3-8,0-2-0], [17:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.67 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.33 0.10 0.07 (loc) 13-14 13-14 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-14,6-14,2-17,8-10,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=1681/0-3-8, 10=1659/0-5-8 Max Horz 18=98(LC 5) Max Uplift 18=-79(LC 6), 10=-71(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2262/280, 3-4=-2159/314, 4-5=-2081/336, 5-6=-2081/336, 6-7=-2183/317, 7-8=-2354/288, 2-18=-1616/253, 8-10=-1591/242 BOT CHORD 15-17=-129/1951, 14-15=-43/1848, 13-14=-46/1869, 11-13=-137/2028 WEBS 3-17=-279/110, 4-15=0/312, 4-14=-73/506, 5-14=-424/127, 6-14=-75/477, 6-13=0/340, 2-17=-121/1865, 8-11=-111/1863 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 5-6-0 18-8-10 7-8-14 26-5-8 7-8-14 31-11-8 5-6-0 37-9-0 5-9-8 38-4-8 0-7-8 1-7-6 6-11-9 7-1-4 1-5-8 6-11-9 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-4-0,0-1-15], [6:0-4-0,0-1-15], [8:0-3-0,0-1-12], [11:0-3-8,0-2-0], [17:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.86 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.46 0.11 0.08 (loc) 12-14 12-14 10 14 l/defl >999 >983 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-14,6-14,2-17,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-1 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=1699/0-3-8, 10=1677/0-5-8 Max Horz 18=88(LC 5) Max Uplift 18=-68(LC 6), 10=-60(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2195/263, 3-4=-2263/300, 4-5=-2435/345, 5-6=-2435/345, 6-7=-2300/305, 7-8=-2306/273, 2-18=-1638/243, 8-10=-1612/232 BOT CHORD 16-17=-123/1901, 14-16=-62/1962, 12-14=-65/1994, 11-12=-134/1996 WEBS 3-17=-392/97, 4-16=0/256, 4-14=-88/723, 5-14=-571/177, 6-14=-89/686, 6-12=0/286, 7-11=-324/95, 2-17=-127/1861, 8-11=-126/1893 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 28-5-8 6-5-15 32-11-8 4-6-0 37-9-0 4-9-8 38-4-8 0-7-8 1-7-6 5-11-9 6-1-4 1-5-8 5-11-9 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.77 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.61 0.13 0.09 (loc) 13-15 13-15 12 15 l/defl >999 >740 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 156 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-17,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-2 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-13, 3-18, 9-12 REACTIONS. (lb/size) 18=1685/0-3-8, 12=1663/0-5-8 Max Horz 18=78(LC 5) Max Uplift 18=-56(LC 6), 12=-48(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2277/273, 4-5=-1980/270, 5-7=-2830/328, 7-8=-2028/274, 8-9=-2332/278, 2-18=-253/122, 10-12=-268/111 BOT CHORD 17-18=-134/1746, 15-17=-158/2715, 13-15=-160/2731, 12-13=-149/1862 WEBS 3-17=-13/419, 4-17=-11/670, 5-17=-1034/134, 5-15=0/279, 7-13=-997/135, 8-13=-15/696, 9-13=-13/354, 3-18=-2135/208, 9-12=-2162/216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 12,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.50 0.59 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.21 0.05 0.13 (loc) 8-11 8-11 2 8-11 l/defl >999 >430 n/a >686 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 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) 2=403/Mechanical, 7=545/0-5-8, 6=233/0-1-8 Max Horz 2=121(LC 4) Max Uplift 2=-125(LC 4), 7=-117(LC 4), 6=-28(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-321/170, 4-5=-270/156 BOT CHORD 4-7=-464/218 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=125, 7=117. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.35 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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=325/0-5-8, 4=217/0-1-8 Max Horz 5=173(LC 6) Max Uplift 5=-8(LC 6), 4=-76(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-268/53 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.27 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >431 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 3-4 REACTIONS. (lb/size) 5=354/0-3-8, 4=249/0-1-8 Max Horz 5=231(LC 6) Max Uplift 4=-173(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-287/0 BOT CHORD 4-5=-256/44 WEBS 2-4=-46/290 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=173. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.35 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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=325/0-3-8, 4=217/0-1-8 Max Horz 5=150(LC 6) Max Uplift 4=-100(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-268/33 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 WB Matrix-S 0.63 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >552 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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=343/0-3-8, 4=236/0-1-8 Max Horz 5=132(LC 6) Max Uplift 5=-22(LC 6), 4=-65(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-279/99 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.35 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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=325/0-3-8, 4=217/0-1-8 Max Horz 5=192(LC 6) Max Uplift 4=-115(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-268/5 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=115. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.57 0.28 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.21 0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >964 >395 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 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) 5=329/0-3-8, 4=277/0-1-8 Max Horz 5=144(LC 6) Max Uplift 4=-73(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-256/77 BOT CHORD 4-5=-295/242 WEBS 2-4=-220/290 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=137/Mechanical, 4=137/0-3-8 Max Horz 4=74(LC 6) Max Uplift 3=-51(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.34 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >460 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=295/0-3-8, 4=217/0-1-8 Max Horz 5=131(LC 6) Max Uplift 5=-6(LC 6), 4=-66(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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=254/0-5-8, 3=96/Mechanical, 4=39/Mechanical Max Horz 5=134(LC 6) Max Uplift 5=-15(LC 6), 3=-60(LC 6) Max Grav 5=254(LC 1), 3=96(LC 1), 4=71(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=193/0-5-8, 3=28/Mechanical, 4=11/Mechanical Max Horz 5=93(LC 6) Max Uplift 5=-24(LC 6), 3=-27(LC 6), 4=-7(LC 6) Max Grav 5=193(LC 1), 3=28(LC 1), 4=33(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=193/0-5-8, 3=28/Mechanical, 4=11/Mechanical Max Horz 5=93(LC 6) Max Uplift 5=-24(LC 6), 3=-27(LC 6), 4=-7(LC 6) Max Grav 5=193(LC 1), 3=28(LC 1), 4=33(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 WB Matrix-P 0.22 0.59 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 -0.16 0.07 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >693 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=259/0-3-8, 3=102/Mechanical, 4=39/Mechanical Max Horz 6=127(LC 6) Max Uplift 3=-37(LC 6), 4=-62(LC 6) Max Grav 6=259(LC 1), 3=102(LC 1), 4=78(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=0/405 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.09 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=197/0-11-3, 3=-51/Mechanical, 4=2/0-11-3 Max Horz 5=87(LC 6) Max Uplift 5=-38(LC 4), 3=-74(LC 6), 4=-137(LC 6) Max Grav 5=197(LC 1), 3=2(LC 4), 4=14(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3 except (jt=lb) 4=137. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 4 2 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=73/0-3-8, 2=54/Mechanical, 3=18/Mechanical Max Horz 5=94(LC 6) Max Uplift 5=-38(LC 4), 2=-30(LC 6), 3=-121(LC 6) Max Grav 5=139(LC 6), 2=54(LC 1), 3=72(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-251/66 WEBS 1-4=-84/275 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 except (jt=lb) 3=121. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 WB Matrix-P 0.21 0.22 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.01 (loc) 6 5 3 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=193/0-3-8, 3=20/Mechanical, 4=18/Mechanical Max Horz 6=136(LC 6) Max Uplift 6=-18(LC 4), 3=-10(LC 7), 4=-205(LC 6) Max Grav 6=193(LC 1), 3=20(LC 1), 4=49(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-286/39 WEBS 2-5=-52/407 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3 except (jt=lb) 4=205. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.09 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=197/0-11-3, 3=-51/Mechanical, 4=2/0-11-3 Max Horz 5=87(LC 6) Max Uplift 5=-38(LC 4), 3=-74(LC 6), 4=-137(LC 6) Max Grav 5=197(LC 1), 3=2(LC 4), 4=14(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3 except (jt=lb) 4=137. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 WB Matrix-P 0.22 0.59 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 -0.16 0.07 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >693 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=259/0-3-8, 3=102/Mechanical, 4=39/Mechanical Max Horz 6=127(LC 6) Max Uplift 3=-37(LC 6), 4=-62(LC 6) Max Grav 6=259(LC 1), 3=102(LC 1), 4=78(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=0/405 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.09 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=197/0-11-3, 3=-51/Mechanical, 4=2/0-11-3 Max Horz 5=87(LC 6) Max Uplift 5=-38(LC 4), 3=-74(LC 6), 4=-137(LC 6) Max Grav 5=197(LC 1), 3=2(LC 4), 4=14(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3 except (jt=lb) 4=137. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=197/0-11-3, 3=-48/Mechanical, 4=-1/0-11-3 Max Horz 5=63(LC 6) Max Uplift 5=-30(LC 4), 3=-48(LC 1), 4=-50(LC 6) Max Grav 5=197(LC 1), 3=7(LC 4), 4=13(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 BC WB Matrix-P 0.22 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.04 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=259/0-3-8, 3=102/Mechanical, 4=39/Mechanical Max Horz 6=104(LC 6) Max Uplift 6=-18(LC 6), 3=-37(LC 6), 4=-17(LC 6) Max Grav 6=259(LC 1), 3=102(LC 1), 4=78(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=197/0-11-3, 3=-48/Mechanical, 4=-1/0-11-3 Max Horz 5=63(LC 6) Max Uplift 5=-30(LC 4), 3=-48(LC 1), 4=-50(LC 6) Max Grav 5=197(LC 1), 3=7(LC 4), 4=13(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 WB Matrix-P 0.22 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.04 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=259/0-3-8, 3=102/Mechanical, 4=39/Mechanical Max Horz 6=104(LC 6) Max Uplift 6=-18(LC 6), 3=-37(LC 6), 4=-17(LC 6) Max Grav 6=259(LC 1), 3=102(LC 1), 4=78(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.03 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=193/0-3-8, 3=-40/Mechanical, 4=0/Mechanical Max Horz 5=92(LC 6) Max Uplift 5=-10(LC 4), 3=-45(LC 6), 4=-92(LC 6) Max Grav 5=193(LC 1), 3=14(LC 4), 4=19(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 WB Matrix-P 0.17 0.14 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=198/0-3-8, 3=31/Mechanical, 4=20/Mechanical Max Horz 6=117(LC 6) Max Uplift 3=-13(LC 7), 4=-92(LC 6) Max Grav 6=198(LC 1), 3=31(LC 1), 4=41(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 WB Matrix-P 0.17 0.14 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=198/0-3-8, 3=31/Mechanical, 4=20/Mechanical Max Horz 6=117(LC 6) Max Uplift 3=-13(LC 7), 4=-92(LC 6) Max Grav 6=198(LC 1), 3=31(LC 1), 4=41(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.03 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=193/0-3-8, 3=-40/Mechanical, 4=0/Mechanical Max Horz 5=92(LC 6) Max Uplift 5=-10(LC 4), 3=-45(LC 6), 4=-92(LC 6) Max Grav 5=193(LC 1), 3=14(LC 4), 4=19(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=140/0-3-8, 3=-10/Mechanical, 4=3/Mechanical Max Horz 5=58(LC 6) Max Uplift 5=-2(LC 4), 3=-21(LC 6), 4=-32(LC 6) Max Grav 5=140(LC 1), 3=2(LC 4), 4=15(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.03 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=190/0-3-8, 3=71/Mechanical, 4=29/Mechanical Max Horz 5=88(LC 6) Max Uplift 5=-3(LC 6), 3=-45(LC 6), 4=-4(LC 6) Max Grav 5=190(LC 1), 3=71(LC 1), 4=54(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.07 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >805 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=263/0-3-8, 3=130/Mechanical, 4=54/Mechanical Max Horz 5=119(LC 6) Max Uplift 5=-6(LC 6), 3=-67(LC 6) Max Grav 5=263(LC 1), 3=130(LC 1), 4=91(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 0.08 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >659 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=253/0-5-8, 3=141/Mechanical, 4=59/Mechanical Max Horz 5=114(LC 6) Max Uplift 3=-70(LC 6) Max Grav 5=253(LC 1), 3=141(LC 1), 4=98(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=108/0-3-8, 3=22/Mechanical, 4=10/Mechanical Max Horz 5=54(LC 6) Max Uplift 3=-27(LC 6), 4=-17(LC 6) Max Grav 5=108(LC 1), 3=22(LC 1), 4=22(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=177/0-3-8, 3=85/Mechanical, 4=34/Mechanical Max Horz 5=84(LC 6) Max Uplift 3=-48(LC 6) Max Grav 5=177(LC 1), 3=85(LC 1), 4=60(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=177/0-3-8, 3=85/Mechanical, 4=34/Mechanical Max Horz 5=84(LC 6) Max Uplift 3=-48(LC 6) Max Grav 5=177(LC 1), 3=85(LC 1), 4=60(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=108/0-5-8, 3=22/Mechanical, 4=10/Mechanical Max Horz 5=54(LC 6) Max Uplift 3=-27(LC 6), 4=-17(LC 6) Max Grav 5=108(LC 1), 3=22(LC 1), 4=22(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=155/0-3-8, 3=35/Mechanical, 4=15/Mechanical Max Horz 5=72(LC 6) Max Uplift 3=-33(LC 6), 4=-14(LC 6) Max Grav 5=155(LC 1), 3=35(LC 1), 4=33(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.04 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=221/0-3-8, 3=98/Mechanical, 4=40/Mechanical Max Horz 5=101(LC 6) Max Uplift 5=-5(LC 6), 3=-55(LC 6) Max Grav 5=221(LC 1), 3=98(LC 1), 4=70(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=155/0-3-8, 3=35/Mechanical, 4=15/Mechanical Max Horz 5=72(LC 6) Max Uplift 3=-33(LC 6), 4=-14(LC 6) Max Grav 5=155(LC 1), 3=35(LC 1), 4=33(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=352/0-5-8, 3=138/Mechanical, 4=52/Mechanical Max Horz 5=130(LC 5) Max Uplift 5=-77(LC 5), 3=-62(LC 5) Max Grav 5=352(LC 1), 3=138(LC 1), 4=103(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-304/103 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 14 lb up at 2-9-8, and 53 lb down and 14 lb up at 2-9-8 on top chord, and 3 lb down and 16 lb up at 2-9-8, and 3 lb down and 16 lb up at 2-9-8 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=8(F=4, B=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. November 12,2018 BC WB Matrix-P 0.25 0.31 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.00 0.06 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=362/0-3-8, 4=191/0-1-8 Max Horz 5=155(LC 5) Max Uplift 5=-222(LC 3), 4=-275(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-305/142 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=222, 4=275. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 164 lb up at -0-1-0, and 51 lb down and 1 lb up at 3-7-13, and 32 lb up at 3-8-5 on top chord, and 38 lb down and 216 lb up at 3-7-13, and 3 lb down and 84 lb up at 3-8-5 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 2=55(F) 7=-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. November 12,2018 BC WB Matrix-S 0.25 0.19 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.05 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud 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=351/0-3-8, 4=204/Mechanical Max Horz 5=145(LC 4) Max Uplift 5=-281(LC 3), 4=-175(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-291/191 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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=281, 4=175. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 161 lb up at -0-1-0, 36 lb down and 111 lb up at 1-9-13, and 32 lb up at 3-8-5, and 50 lb down and 3 lb up at 4-2-2 on top chord, and 15 lb down and 95 lb up at 1-9-13, and 3 lb down and 39 lb up at 3-8-5, and 8 lb down and 104 lb up at 4-2-2 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 2=54(F) 6=37(B) 9=5(B) 10=-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. November 12,2018 WB Matrix-R 0.35 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 -0.05 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud 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=343/0-3-8, 3=186/Mechanical, 4=74/Mechanical Max Horz 5=115(LC 5) Max Uplift 5=-134(LC 3), 3=-104(LC 5) Max Grav 5=343(LC 1), 3=186(LC 1), 4=134(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-279/128 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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=134, 3=104. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 95 lb up at 1-4-3, 0 lb down and 13 lb up at 1-4-3, and 2 lb down and 41 lb up at 4-2-2, and 3 lb down and 46 lb up at 4-2-2 on top chord, and 36 lb up at 1-4-3, 23 lb up at 1-4-3, and 1 lb down and 21 lb up at 4-2-2, and 6 lb down and 2 lb up at 4-2-2 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=31(B) 7=-1(F) 8=5(F=1, B=4) 9=-8(F=-6, B=-1) 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. November 12,2018 WB Matrix-R 0.44 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.05 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >828 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud 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=359/0-3-8, 3=208/Mechanical, 4=84/Mechanical Max Horz 5=111(LC 5) Max Uplift 5=-84(LC 3), 3=-109(LC 5) Max Grav 5=359(LC 1), 3=208(LC 1), 4=146(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-289/103 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 except (jt=lb) 3=109. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 0 lb down and 13 lb up at 1-9-8, 0 lb down and 13 lb up at 1-9-8, and 3 lb down and 46 lb up at 4-7-7, and 3 lb down and 46 lb up at 4-7-7 on top chord, and 23 lb up at 1-9-8, 23 lb up at 1-9-8, and 6 lb down and 2 lb up at 4-7-7, and 6 lb down and 2 lb up at 4-7-7 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-3(F=-1, B=-1) 8=2(F=1, B=1) 9=-12(F=-6, B=-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. November 12,2018 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=308/0-4-9, 3=141/Mechanical, 4=54/Mechanical Max Horz 5=98(LC 5) Max Uplift 5=-70(LC 3), 3=-61(LC 5), 4=-3(LC 5) Max Grav 5=308(LC 1), 3=141(LC 1), 4=101(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-260/87 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 21 lb up at 2-7-6, and 1 lb down and 21 lb up at 2-7-6 on top chord, and 23 lb up at 2-7-6, and 23 lb up at 2-7-6 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=2(F=1, B=1) 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. November 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=211/0-3-8, 3=46/Mechanical, 4=22/Mechanical Max Horz 5=67(LC 6) Max Uplift 5=-46(LC 4), 3=-25(LC 6) Max Grav 5=211(LC 1), 3=46(LC 1), 4=46(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. November 12,2018