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HomeMy WebLinkAboutI34634050.29_Heritage_at_Spring_MillRe: 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). Liu, Xuegang Pages or sheets covered by this seal: I34634050 thru I34634150 My license renewal date for the state of Indiana is July 31, 2020. 29_Heritage_at_Spring_Mill 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: 29 Heritage at Spring Mill 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. September 12,2018 Job 29_HERITAGE_AT_SPRIN~L Truss CG01 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634050 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:37 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-b0dr7UPujkGHnK?iAdE6nAgpY0sSEuItbyrrjOyeeVe Scale = 1:26.8 1 2 3 5 4 2x4 3x4 2x4 3x4 0-1-15 0-1-15 2-8-7 2-6-8 -1-2-13 1-2-13 2-8-7 2-8-7 1-7-0 3-9-12 2-9-13 0-11-5 0-11-15 9.90 12 4.95 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 IRC2006/TPI2002 CSI. Job 29_HERITAGE_AT_SPRIN~L Truss GE01 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634051 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:38 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-3DADKqQWU1O8PUavkLlLKOCthQ7izID0qcaOFqyeeVd Scale = 1:85.4 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 3x4 3x6 3x6 3x8 3x8 3x6 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-3-0 18-3-0 -1-3-8 1-3-8 14-5-10 14-5-10 Job 29_HERITAGE_AT_SPRIN~L Truss GE02 Truss Type Hip Supported Gable Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634052 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:38 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-3DADKqQWU1O8PUavkLlLKOCvZQATzIf0qcaOFqyeeVd Scale = 1:86.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4 3x6 4x6 3x4 3x6 5x6 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job 29_HERITAGE_AT_SPRIN~L Truss GE03 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634053 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:39 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-XPkbYAQ9FLW?1e95H2Gatbl9fqYcinbA3GKyoGyeeVc Scale = 1:38.9 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 6-0-0 6-0-0 1-1-0 5-1-0 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 YES IRC2006/TPI2002 CSI. Job 29_HERITAGE_AT_SPRIN~L Truss GE04 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634054 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:39 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-XPkbYAQ9FLW?1e95H2Gatbl9LqY4innA3GKyoGyeeVc Scale = 1:36.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 6-1-4 6-1-4 4-9-0 4-9-0 6-1-4 1-4-4 1-3-14 4-5-14 1-7-0 2-10-14 8.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Job 29_HERITAGE_AT_SPRIN~L Truss GE05 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634055 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:40 2018 Page 1 ID:ErDeBhooCW6W7KTmKQR8snz73g9-?bIzlVRn0ffseokHrlnpPpIIEDtmR6ZJHw3VKiyeeVb Scale = 1:68.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x4 3x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-0 11-11-0 -1-0-0 1-0-0 5-11-8 5-11-8 11-11-0 5-11-8 12-11-0 1-0-0 1-7-0 8-6-7 1-7-0 14.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] LOADING (psf) TCLL TCDL Job 29_HERITAGE_AT_SPRIN~L Truss J01 Truss Type Jack-Open Qty 22 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634056 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:40 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-?bIzlVRn0ffseokHrlnpPpIJtDtsRDPJHw3VKiyeeVb Scale = 1:41.5 1 2 5 4 3 2x4 5x6 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-7-0 6-3-0 5-7-14 6-3-0 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 Job 29_HERITAGE_AT_SPRIN~L Truss J02 Truss Type Jack-Open Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634057 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:41 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-TosLzrSPnynjGyJTPTI2y0qSvdDHAhiTWap3s9yeeVa Scale = 1:26.1 1 2 6 5 3 4 3x6 3x4 3x4 1-11-13 1-11-13 4-0-0 2-0-3 -0-11-0 0-11-0 1-11-13 1-11-13 4-0-0 2-0-3 1-1-0 3-9-0 2-11-14 3-3-13 0-9-2 8.00 12 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 Job 29_HERITAGE_AT_SPRIN~L Truss J03 Truss Type Jack-Open Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634058 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:41 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-TosLzrSPnynjGyJTPTI2y0qSvdDHAhiTWap3s9yeeVa Scale = 1:26.1 1 2 5 3 4 3x6 3x4 3-11-13 3-11-13 -0-11-0 0-11-0 4-0-0 4-0-0 1-1-0 3-9-0 1-11-12 3-3-13 1-9-4 8.00 12 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job 29_HERITAGE_AT_SPRIN~L Truss J04 Truss Type Jack-Open Qty 6 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634059 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:41 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-TosLzrSPnynjGyJTPTI2y0qSvdDHAhiTWap3s9yeeVa Scale = 1:26.1 1 2 5 3 4 3x6 3x4 -0-11-0 0-11-0 4-0-0 4-0-0 1-1-0 3-9-0 1-11-12 3-3-13 1-9-4 8.00 12 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.15 Job 29_HERITAGE_AT_SPRIN~L Truss J05 Truss Type Jack-Open Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634060 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:42 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-x_QkABT1YGvau5ugzApHUENde1ZVv8yclEYcObyeeVZ Scale = 1:26.1 1 2 6 5 3 4 3x6 3x4 3x4 1-8-2 1-8-2 4-0-0 2-3-14 -0-11-0 0-11-0 1-8-2 1-8-2 4-0-0 2-3-14 1-1-0 3-9-0 3-1-11 3-3-13 0-7-5 8.00 12 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 Job 29_HERITAGE_AT_SPRIN~L Truss J06 Truss Type JACK-OPEN Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634061 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:42 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-x_QkABT1YGvau5ugzApHUENcM1Z7v8yclEYcObyeeVZ Scale = 1:25.8 1 2 5 3 4 3x12 3x6 -1-8-14 1-8-14 3-7-10 3-7-10 1-7-0 3-8-4 0-4-15 3-3-5 2-11-8 0-8-12 6.95 12 2.98 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-10] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job 29_HERITAGE_AT_SPRIN~L Truss J07 Truss Type JACK-OPEN Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634062 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:42 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-x_QkABT1YGvau5ugzApHUENZt1Ycv8yclEYcObyeeVZ Scale = 1:25.9 1 2 5 3 4 4x6 3x8 -2-5-11 2-5-11 2-11-6 2-11-6 1-11-12 3-8-4 3-1-9 3-3-5 0-6-11 6.95 12 2.98 12 Plate Offsets (X,Y)-- [5:0-1-8,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 Job 29_HERITAGE_AT_SPRIN~L Truss J08 Truss Type JACK-OPEN Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634063 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:43 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-QA_6NXTfJa1RVFTsWuLW1RvrVRwtebCl_uI9x1yeeVY Scale = 1:18.1 1 2 5 3 4 2x4 3x4 2-9-15 2-9-15 -1-2-13 1-2-13 2-9-15 2-9-15 1-1-0 2-5-0 0-4-9 2-0-7 2-5-0 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 Job 29_HERITAGE_AT_SPRIN~L Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634064 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:43 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-QA_6NXTfJa1RVFTsWuLW1RvrVRwtebCl_uI9x1yeeVY Scale = 1:18.1 1 2 5 3 4 2x4 3x4 2-9-15 2-9-15 -1-2-13 1-2-13 2-9-15 2-9-15 1-1-0 2-5-0 0-4-9 2-0-7 2-5-0 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 Job 29_HERITAGE_AT_SPRIN~L Truss J10 Truss Type Jack-Open Qty 2 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634065 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:43 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-QA_6NXTfJa1RVFTsWuLW1Rvr3Rx3ebCl_uI9x1yeeVY Scale = 1:18.2 1 2 5 3 2x4 4 3x4 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-0 2-5-0 1-11-13 2-5-0 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.06 0.00 Job 29_HERITAGE_AT_SPRIN~L Truss J11 Truss Type JACK-OPEN Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634066 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:44 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-uMYUbtUH4t9I7P224bslafS_drFrN2SvCY1jTUyeeVX Scale = 1:18.0 1 2 4 6 3 5 3x4 2x4 1-4-6 1-3-12 -1-8-14 1-8-14 1-4-6 1-4-6 1-7-0 2-4-8 6.95 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.09 0.00 Job 29_HERITAGE_AT_SPRIN~L Truss J12 Truss Type JACK-OPEN Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634067 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:44 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-uMYUbtUH4t9I7P224bslafS_drFrN2SvCY1jTUyeeVX Scale = 1:18.0 1 2 4 6 3 5 3x4 2x4 1-4-6 1-3-12 -1-8-14 1-8-14 1-4-6 1-4-6 1-7-0 2-4-8 6.95 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.09 0.00 Job 29_HERITAGE_AT_SPRIN~L Truss J25 Truss Type Jack-Closed Qty 6 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634068 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:44 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-uMYUbtUH4t9I7P224bslafS1drGmN2zvCY1jTUyeeVX Scale = 1:27.5 1 2 3 5 4 2x4 3x6 3x4 3x4 -0-11-0 0-11-0 2-0-0 2-0-0 1-7-0 3-11-0 2-11-1 0-11-1 0-11-15 14.00 12 7.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job 29_HERITAGE_AT_SPRIN~L Truss J26 Truss Type Jack-Open Qty 4 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634069 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:45 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-MZ6soDVvrBH9lZcFeJN_6s?9jEaU6Vi2RCnG?wyeeVW Scale = 1:19.2 1 2 5 3 4 3x4 3x6 0-10-0 0-10-0 -0-11-0 0-11-0 0-10-0 0-10-0 1-7-0 2-6-11 1-11-9 2-6-11 14.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.13 Job 29_HERITAGE_AT_SPRIN~L Truss J27 Truss Type JACK-OPEN Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634070 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:45 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-MZ6soDVvrBH9lZcFeJN_6s?9eEbk6Vi2RCnG?wyeeVW Scale = 1:19.1 1 2 5 3 4 3x4 3x6 1-2-2 1-1-12 -1-2-13 1-2-13 1-2-2 1-2-2 1-7-0 2-6-10 2-0-14 2-6-10 9.90 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.11 Job 29_HERITAGE_AT_SPRIN~L Truss J28 Truss Type JACK-OPEN Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634071 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:45 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-MZ6soDVvrBH9lZcFeJN_6s?9eEbk6Vi2RCnG?wyeeVW Scale = 1:19.1 1 2 5 3 4 3x4 3x6 1-2-2 1-2-2 -1-2-13 1-2-13 1-2-2 1-2-2 1-7-0 2-6-10 0-5-12 2-0-14 2-6-10 9.90 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 Job 29_HERITAGE_AT_SPRIN~L Truss J29 Truss Type Jack-Closed Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634072 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:46 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-qlfE0ZWYbVP0MjBRC0uDf4XHvet9ryGCgsWpXMyeeVV Scale = 1:41.1 1 2 3 5 4 2x4 3x6 2x4 3x4 6-1-4 6-1-4 -1-5-8 1-5-8 6-1-4 6-1-4 1-3-14 5-4-11 2-5-13 2-9-2 2-10-14 8.00 12 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 IRC2006/TPI2002 CSI. TC BC Job 29_HERITAGE_AT_SPRIN~L Truss M01 Truss Type Monopitch Qty 3 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634073 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:46 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-qlfE0ZWYbVP0MjBRC0uDf4XNqey0ryxCgsWpXMyeeVV Scale = 1:20.2 1 2 3 5 4 2x4 2x4 2x4 2x4 2-6-0 2-6-0 -0-11-0 0-11-0 2-6-0 2-6-0 1-1-0 2-9-0 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.05 0.00 DEFL. Job 29_HERITAGE_AT_SPRIN~L Truss M02 Truss Type Monopitch Qty 3 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634074 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:46 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-qlfE0ZWYbVP0MjBRC0uDf4XJjewTryxCgsWpXMyeeVV Scale = 1:14.4 1 2 3 5 4 3x6 3x6 2x4 4-8-8 4-8-8 -0-1-8 0-1-8 4-8-8 4-8-8 0-8-0 1-10-2 3.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.14 0.00 DEFL. Vert(LL) Vert(TL) Job 29_HERITAGE_AT_SPRIN~L Truss PB01 Truss Type GABLE Qty 8 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634075 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:47 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-IxDdDvXAMoXs_tmdlkPSBH4Y_2IAaP?LuWGN4pyeeVU Scale = 1:27.7 2 3 4 6 1 5 4x6 2x4 2x4 2x4 5-4-11 5-4-11 2-8-6 2-8-6 5-4-11 2-8-6 -0-0-4 3-1-8 3-1-12 0-1-0 0-1-8 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] 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 YES IRC2006/TPI2002 CSI. TC BC Job 29_HERITAGE_AT_SPRIN~L Truss PB02 Truss Type GABLE Qty 6 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634076 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:47 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-IxDdDvXAMoXs_tmdlkPSBH4Ym2HwaPwLuWGN4pyeeVU Scale = 1:19.3 2 3 4 6 1 5 4x6 2x4 2x4 2x4 6-6-0 6-6-0 3-3-0 3-3-0 6-6-0 3-3-0 -0-0-4 2-1-12 2-2-0 0-1-0 0-1-8 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job 29_HERITAGE_AT_SPRIN~L Truss PB03 Truss Type GABLE Qty 6 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634077 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:47 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-IxDdDvXAMoXs_tmdlkPSBH4XJ2HgaPBLuWGN4pyeeVU Scale = 1:18.0 2 3 4 1 2x4 2x4 2x4 3-8-0 3-8-0 -0-0-4 2-5-5 2-5-1 2-3-13 0-1-8 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Job 29_HERITAGE_AT_SPRIN~L Truss PB04 Truss Type GABLE Qty 2 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634078 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:48 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-m8n?REXo76fjc1LqJRwhkVdjuSdxJsJV7A?wcFyeeVT Scale: 3/4"=1' 2 3 4 5 7 1 6 3x4 2x4 2x4 2x4 4x6 6-6-0 6-6-0 6-6-0 6-6-0 -0-0-4 1-9-10 1-9-14 0-1-0 0-1-8 1-8-6 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Job 29_HERITAGE_AT_SPRIN~L Truss PB05 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634079 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:48 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-m8n?REXo76fjc1LqJRwhkVdf3Sb6JsoV7A?wcFyeeVT Scale = 1:26.9 2 3 4 6 1 5 4x6 3x4 3x4 2x4 10-2-0 10-2-0 5-1-0 5-1-0 10-2-0 5-1-0 -0-0-4 3-4-7 3-4-11 0-1-0 0-1-8 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job 29_HERITAGE_AT_SPRIN~L Truss PB06 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634080 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:49 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-EKLNeaYQuQnaEAw0t8RwHi9sQsyN2J?eMqlU8hyeeVS Scale = 1:18.5 2 3 4 5 6 7 10 9 1 8 3x4 4x6 2x4 2x4 2x4 2x4 2x4 10-2-0 10-2-0 10-2-0 10-2-0 -0-0-4 1-2-12 1-3-0 0-1-0 0-1-8 1-1-8 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [6:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC Job 29_HERITAGE_AT_SPRIN~L Truss PB08 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634081 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:50 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-iWvlrwZ2fjvRrKVCRsz9pwi?5FI_nlLnbTU1g7yeeVR Scale = 1:45.0 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 1 3x6 2x4 2x4 3x6 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-10-2 24-10-2 6-7-2 6-7-2 21-7-8 15-0-6 24-10-2 3-2-10 4-4-12 2-3-0 2-1-8 0-1-8 4-3-4 8.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-1-8], [4:0-3-0,0-0-2], [8:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 Job 29_HERITAGE_AT_SPRIN~L Truss PB09 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634082 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:50 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-iWvlrwZ2fjvRrKVCRsz9pwi36FI8nmqnbTU1g7yeeVR Scale = 1:16.2 2 3 4 5 7 1 6 3x4 2x4 2x4 2x4 5x6 5-4-11 5-4-11 1-6-5 1-6-5 3-10-7 2-4-2 5-4-11 1-6-5 1-9-5 0-1-4 0-1-8 1-7-13 14.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge], [4:0-4-8,0-1-12] 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 IRC2006/TPI2002 CSI. TC Job 29_HERITAGE_AT_SPRIN~L Truss PB10 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634083 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:50 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-iWvlrwZ2fjvRrKVCRsz9pwi3FFJtnmlnbTU1g7yeeVR Scale = 1:27.7 2 3 4 6 1 5 4x6 2x4 2x4 2x4 5-4-11 5-4-11 2-8-6 2-8-6 5-4-11 2-8-6 3-1-12 0-1-4 0-1-8 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job 29_HERITAGE_AT_SPRIN~L Truss T01 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634084 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:51 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-BjT73GagQ11ITU4O_ZUOM7F?rfVVW01xp7EaDayeeVQ Scale = 1:83.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 6x6 4x6 4x6 3x6 3x4 3x6 6x10 5x12 3x8 3x4 3x8 3x12 4x6 4x8 6-8-10 6-8-10 14-9-0 8-0-6 23-10-12 9-1-12 30-0-0 6-1-4 6-8-10 6-8-10 10-8-13 4-0-3 14-9-0 4-0-3 19-3-14 4-6-14 23-10-12 4-6-14 30-0-0 6-1-4 4-1-4 8-4-11 11-5-14 Job 29_HERITAGE_AT_SPRIN~L Truss T02 Truss Type Piggyback Base Qty 4 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634085 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:51 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-BjT73GagQ11ITU4O_ZUOM7F4efQLW?Oxp7EaDayeeVQ Scale = 1:91.2 1 2 3 4 5 6 7 13 12 11 10 9 8 6x6 5x10 MT18HS 4x6 3x6 3x6 3x6 8x10 5x12 3x6 3x8 3x12 4x6 4x8 7-5-13 7-5-13 13-11-13 6-6-0 23-10-12 9-10-15 30-0-0 6-1-4 7-5-13 7-5-13 13-11-13 6-6-0 18-11-4 4-11-7 23-10-12 4-11-7 30-0-0 6-1-4 4-1-4 9-1-2 12-0-0 1-3-14 Job 29_HERITAGE_AT_SPRIN~L Truss T03 Truss Type Half Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634086 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:52 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-fv1WGcaIBL995efbYH?duLnDh3t?Fb_42nz8l0yeeVP Scale = 1:101.5 1 2 3 4 56 7 12 11 10 98 13 3x6 12x12 3x6 3x6 3x8 3x6 3x4 3x6 4x10 3x6 8-11-12 8-11-12 17-9-0 8-9-4 18-2-8 0-5-8 18-6-8 0-4-0 -1-3-8 1-3-8 8-11-12 8-11-12 17-9-0 8-9-4 18-2-8 0-5-8 18-6-8 0-4-0 1-1-0 12-8-11 12-11-0 12-5-3 9-5-4 12-8-11 8.00 12 Plate Offsets (X,Y)-- [5:0-8-0,0-1-8] Job 29_HERITAGE_AT_SPRIN~L Truss T04 Truss Type Piggyback Base Qty 5 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634087 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:52 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-fv1WGcaIBL995efbYH?duLnBv3v0Faz42nz8l0yeeVP Scale = 1:80.4 1 2 3 4 5 6 11 10 9 8 7 12 13 3x6 6x6 3x6 3x6 4x8 3x6 3x4 3x4 6x8 6x6 3x6 7-6-8 7-6-8 14-10-8 7-4-0 18-6-8 3-8-0 -1-3-8 1-3-8 7-6-8 7-6-8 14-10-8 7-4-0 18-6-8 3-8-0 1-1-0 11-0-0 9-1-12 11-0-0 8.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 Job 29_HERITAGE_AT_SPRIN~L Truss T05 Truss Type Half Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634088 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:53 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-75auUybxyeH0ioEn6_WsRYKYATLq_7EEHRjhHSyeeVO Scale = 1:26.6 1 2 3 4 7 6 5 4x8 2x4 2x4 3x4 3x4 3x6 1-11-0 1-11-0 4-0-0 2-1-0 -0-11-0 0-11-0 1-11-0 1-11-0 4-0-0 2-1-0 1-7-0 3-8-0 3-9-13 3-8-0 14.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0] 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 Job 29_HERITAGE_AT_SPRIN~L Truss T06 Truss Type Half Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634089 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:53 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-75auUybxyeH0ioEn6_WsRYKVoTJ3_65EHRjhHSyeeVO Scale = 1:34.8 1 2 3 4 7 6 5 4x6 4x6 3x4 2x4 3x4 3x6 3-0-11 3-0-11 4-0-0 0-11-5 -0-11-0 0-11-0 3-0-11 3-0-11 4-0-0 0-11-5 1-7-0 5-0-0 5-1-13 5-0-0 14.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0] 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 Job 29_HERITAGE_AT_SPRIN~L Truss T07 Truss Type Piggyback Base Qty 7 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634090 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:54 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-bI8GhIcZjyPtKyozgi15zmtcPtaEjNcNV5SFqvyeeVN Scale = 1:89.7 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 6x6 3x6 3x8 3x6 3x4 3x6 3x4 5x8 5x8 3x4 8-11-2 8-11-2 14-3-14 5-4-11 23-3-0 8-11-2 -1-0-0 1-0-0 4-6-13 4-6-13 8-11-2 4-4-5 14-3-14 5-4-11 18-8-3 4-4-5 23-3-0 4-6-13 24-3-0 1-0-0 1-7-0 12-0-0 1-7-0 12-0-0 14.00 12 Job 29_HERITAGE_AT_SPRIN~L Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634091 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:54 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-bI8GhIcZjyPtKyozgi15zmtcOtaDjNZNV5SFqvyeeVN Scale = 1:89.7 1 2 3 4 5 6 7 12 11 10 9 8 4x6 6x6 3x6 3x6 3x8 3x6 3x4 3x6 3x4 5x8 5x8 8-11-2 8-11-2 14-3-14 5-4-11 23-3-0 8-11-2 -1-0-0 1-0-0 4-6-13 4-6-13 8-11-2 4-4-5 14-3-14 5-4-11 18-8-3 4-4-5 23-3-0 4-6-13 1-7-0 12-0-0 1-7-0 12-0-0 14.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-3-0,0-1-8] LOADING (psf) TCLL Job 29_HERITAGE_AT_SPRIN~L Truss T09 Truss Type Roof Special Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634092 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:54 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-bI8GhIcZjyPtKyozgi15zmtd5tdTjVjNV5SFqvyeeVN Scale = 1:58.0 1 2 3 6 5 4 3x6 6x6 4x8 3x6 3x6 3x4 1-9-11 1-9-11 7-1-8 5-3-13 1-9-11 1-9-11 7-1-8 5-3-13 7-9-7 1-7-0 7-9-7 14.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB Job 29_HERITAGE_AT_SPRIN~L Truss T10 Truss Type Roof Special Qty 2 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634093 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:55 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-3UievedBUGYky5NADPYKWzPpzG_xSsGXklCoMLyeeVM Scale = 1:73.2 1 2 3 4 5 6 10 9 8 7 3x6 4x6 5x6 5x12 3x12 3x6 3x6 3x6 3x6 4-1-0 4-1-0 8-4-0 4-3-0 12-8-0 4-4-0 4-1-0 4-1-0 6-2-8 2-1-8 8-4-0 2-1-8 12-8-0 4-4-0 13-7-0 0-11-0 1-10-14 9-1-13 1-7-0 0-0-6 3-0-6 14.00 12 9.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL Job 29_HERITAGE_AT_SPRIN~L Truss T11 Truss Type Common Qty 3 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634094 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:55 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-3UievedBUGYky5NADPYKWzPkeG_ES?6XklCoMLyeeVM Scale = 1:71.4 1 2 3 4 7 6 5 6x8 4x8 3x4 3x8 3x4 6x8 6-2-8 6-2-8 12-8-0 6-5-8 6-2-8 6-2-8 12-8-0 6-5-8 13-7-0 0-11-0 1-10-8 9-1-7 1-7-0 14.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-4-12,0-2-0], [3:Edge,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 YES IRC2006/TPI2002 CSI. Job 29_HERITAGE_AT_SPRIN~L Truss T12 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634095 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:56 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-XgG06_epFZgbZFyMn73Z3By0IgFxBNTgzPxLunyeeVL Scale = 1:40.1 1 2 3 4 5 6 7 13 12 11 10 9 8 4x8 4x8 3x6 2x4 5x8 5x12 2x4 3x6 3x4 2x4 3x6 3x6 3-0-0 3-0-0 5-11-0 2-11-0 12-4-0 6-5-0 15-7-1 3-3-1 18-3-0 2-7-15 -0-11-0 0-11-0 3-0-0 3-0-0 5-11-0 2-11-0 12-4-0 6-5-0 15-7-1 3-3-1 18-3-0 2-7-15 1-7-0 4-11-3 5-1-0 1-11-12 Job 29_HERITAGE_AT_SPRIN~L Truss T13 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634096 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:56 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-XgG06_epFZgbZFyMn73Z3By?5gI6BPBgzPxLunyeeVL Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 4x8 4x8 4x6 3x4 5x8 5x12 2x4 3x6 3x4 2x4 3x6 5x6 4-1-11 4-1-11 5-11-0 1-9-5 12-4-0 6-5-0 14-5-6 2-1-6 18-3-0 3-9-10 -0-11-0 0-11-0 4-1-11 4-1-11 5-11-0 1-9-5 12-4-0 6-5-0 14-5-6 2-1-6 18-3-0 3-9-10 1-7-0 6-3-3 6-5-0 1-11-12 Job 29_HERITAGE_AT_SPRIN~L Truss T14 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634097 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:57 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-?tqPJJeR0toSBPXYLqbobOV9W4egwu2pC3hvQDyeeVK Scale = 1:56.8 1 2 3 4 5 6 10 9 8 7 4x6 5x6 6x8 3x4 6x10 6x8 3x4 3x4 5x8 5-11-0 5-11-0 12-4-0 6-5-0 18-3-0 5-11-0 -0-11-0 0-11-0 5-3-7 5-3-7 9-3-9 4-0-2 13-3-10 4-0-2 18-3-0 4-11-6 1-7-0 7-7-3 7-9-0 1-11-12 2-8-12 4-10-7 14.00 12 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-3,0-2-0], [5:0-3-10,0-2-8], [6:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL Job 29_HERITAGE_AT_SPRIN~L Truss T15 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634098 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:57 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-?tqPJJeR0toSBPXYLqbobOV3D4dIwrepC3hvQDyeeVK Scale = 1:65.7 1 2 3 4 8 7 6 5 3x8 5x12 5x8 6x8 6x6 3x4 6x10 3x6 5-11-0 5-11-0 12-4-0 6-5-0 18-3-0 5-11-0 6-5-2 6-5-2 12-1-15 5-8-13 18-3-0 6-1-1 1-7-0 8-11-3 9-1-0 1-11-12 2-8-12 6-2-7 14.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-9-0,0-1-12], [3:0-5-8,0-2-4], [4:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Job 29_HERITAGE_AT_SPRIN~L Truss T16 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634099 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:58 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-T3OnXff3nBwJpZ6lvX618c1EyUzwfEHzQjQSzgyeeVJ Scale = 1:76.0 1 2 3 4 5 6 12 11 10 9 8 7 3x8 4x8 4x6 3x8 5x6 5x6 4x10 4x6 4x8 4x10 4x6 4x6 5-11-0 5-11-0 7-6-14 1-7-14 11-0-3 3-5-6 12-4-0 1-3-13 18-3-0 5-11-0 5-11-0 5-11-0 7-6-14 1-7-14 11-0-3 3-5-6 12-4-0 1-3-13 18-3-0 5-11-0 1-7-0 10-3-3 10-5-0 1-11-12 2-8-12 7-6-7 14.00 12 Job 29_HERITAGE_AT_SPRIN~L Truss T17 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634100 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:58 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-T3OnXff3nBwJpZ6lvX618c1E7Uz0fELzQjQSzgyeeVJ Scale = 1:85.5 1 2 3 4 5 6 12 11 10 9 8 7 3x8 4x8 4x6 3x8 5x6 5x6 3x12 3x4 4x8 4x10 4x6 4x6 5-11-0 5-11-0 8-8-9 2-9-9 9-10-8 1-1-15 12-4-0 2-5-8 18-3-0 5-11-0 5-11-0 5-11-0 8-8-9 2-9-9 9-10-8 1-1-15 12-4-0 2-5-8 18-3-0 5-11-0 1-7-0 11-7-3 11-9-0 1-11-12 2-8-12 8-10-7 Job 29_HERITAGE_AT_SPRIN~L Truss T18 Truss Type Roof Special Qty 3 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634101 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:59 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-yFy9k?ghXU29QjhxSFdGgpaPkuJcOe16fNA0V6yeeVI Scale = 1:98.6 1 2 3 4 5 9 8 7 6 3x8 4x6 3x8 6x6 5x12 3x12 3x6 4x6 3x6 5-11-0 5-11-0 12-4-0 6-5-0 18-3-0 5-11-0 5-11-0 5-11-0 9-3-9 3-4-9 12-4-0 3-0-7 18-3-0 5-11-0 1-7-0 12-5-2 1-11-12 2-8-12 14.00 12 6.00 12 Plate Offsets (X,Y)-- [7:0-6-4,0-2-12], [9:0-2-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 Job 29_HERITAGE_AT_SPRIN~L Truss T19 Truss Type Piggyback Base Qty 2 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634102 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:59 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-yFy9k?ghXU29QjhxSFdGgpaPmuJDOjz6fNA0V6yeeVI Scale = 1:69.8 1 2 3 4 5 11 10 9 8 7 6 6x6 5x10 MT18HS 4x8 6x6 3x4 3x4 3x6 3x8 3x6 3x4 3x6 7-5-13 7-5-13 13-11-13 6-6-0 19-10-11 5-10-13 26-0-0 6-1-5 7-5-13 7-5-13 13-11-13 6-6-0 19-10-11 5-10-13 26-0-0 6-1-5 4-1-4 9-1-2 1-1-0 9-1-2 8.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-8], [3:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 Job 29_HERITAGE_AT_SPRIN~L Truss T20 Truss Type Piggyback Base Qty 2 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634103 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:56:59 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-yFy9k?ghXU29QjhxSFdGgpaRfuJDOj46fNA0V6yeeVI Scale = 1:69.8 1 2 3 4 5 6 12 11 10 9 8 7 6x6 5x10 MT18HS 4x8 3x4 3x4 3x6 3x8 3x6 3x6 12x12 7-5-13 7-5-13 13-11-13 6-6-0 19-10-11 5-10-13 26-0-0 6-1-5 7-5-13 7-5-13 13-11-13 6-6-0 19-10-11 5-10-13 26-0-0 6-1-5 26-11-0 0-11-0 4-1-4 9-1-2 1-1-0 9-1-2 8.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-8], [3:0-4-12,0-2-0], [7:Edge,0-10-2], [8:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 Job 29_HERITAGE_AT_SPRIN~L Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634104 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:00 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-QRWXyLhKIoA02tG70y8VD17ZtHeu7ByGu1vZ1YyeeVH Scale = 1:80.4 1 2 3 4 5 6 11 10 9 8 7 12 13 3x6 6x6 3x6 3x6 4x8 3x6 3x4 3x4 6x8 6x6 3x6 7-6-8 7-6-8 14-10-8 7-4-0 18-6-8 3-8-0 -1-3-8 1-3-8 7-6-8 7-6-8 14-10-8 7-4-0 18-6-8 3-8-0 1-1-0 11-0-0 9-1-12 11-0-0 8.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 Job 29_HERITAGE_AT_SPRIN~L Truss T22 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634105 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:00 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-QRWXyLhKIoA02tG70y8VD17ZYHYr73BGu1vZ1YyeeVH Scale = 1:82.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 5x6 3x6 3x6 3x8 3x6 3x4 3x4 3x6 4x6 6x10 3x4 3x4 12x12 5x12 6x8 11-3-0 11-3-0 18-0-11 6-9-11 28-4-12 10-4-1 31-8-0 3-3-4 42-11-0 11-3-0 -0-11-0 0-11-0 5-8-12 5-8-12 11-3-0 5-6-4 18-0-11 6-9-11 24-10-5 6-9-11 31-8-0 6-9-11 Job 29_HERITAGE_AT_SPRIN~L Truss T23 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634106 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:01 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-ue3v9hhy36Itg0rJagfkmEfqQhyysaHP6hf6Z?yeeVG Scale = 1:94.3 12 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 5x6 5x6 3x6 12x12 3x6 3x6 3x4 3x8 3x4 4x6 4x6 4x8 3x6 3x4 3x4 3x8 3x4 3x6 7-5-12 7-5-12 14-9-0 7-3-4 19-2-11 4-5-11 28-2-0 8-11-5 28-6-8 0-4-8 35-5-4 6-10-12 42-11-0 7-5-12 Job 29_HERITAGE_AT_SPRIN~L Truss T24 Truss Type Piggyback Base Qty 2 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634107 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:02 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-MqdIN1iaqPQkHAQW8NAzISCvp5H5b2FYLLOg6RyeeVF Scale = 1:97.6 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 5x6 5x6 3x6 3x4 3x6 3x4 3x6 3x8 3x4 3x4 3x4 5x8 3x4 12x12 4x6 3x6 6x16 8-3-8 8-3-8 16-4-8 8-1-0 26-6-8 10-2-0 28-4-12 1-10-4 35-6-10 7-1-14 42-11-0 7-4-6 -0-11-0 0-11-0 5-7-3 Job 29_HERITAGE_AT_SPRIN~L Truss T25 Truss Type Half Hip Qty 2 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634108 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:02 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-MqdIN1iaqPQkHAQW8NAzISC4D5PCbBaYLLOg6RyeeVF Scale = 1:26.1 1 2 3 4 7 6 5 4x8 2x4 2x4 3x4 2x4 3x4 1-10-5 1-10-5 4-0-0 2-1-11 -0-11-0 0-11-0 1-10-5 1-10-5 4-0-0 2-1-11 1-7-0 3-7-3 3-9-0 3-7-3 14.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0] 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 Job 29_HERITAGE_AT_SPRIN~L Truss T26 Truss Type Half Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634109 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:03 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-q0BgaNjCbjYbvK?ih5iCrfkERVjVKd1ia?8DetyeeVE Scale = 1:34.3 1 2 3 4 7 6 5 4x8 2x4 3x4 3x6 2x4 3x6 3-0-0 3-0-0 4-0-0 1-0-0 -0-11-0 0-11-0 3-0-0 3-0-0 4-0-0 1-0-0 1-7-0 4-11-3 5-1-0 4-11-3 14.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0] 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 Job 29_HERITAGE_AT_SPRIN~L Truss T27 Truss Type Half Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634110 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:03 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-q0BgaNjCbjYbvK?ih5iCrfkDXVjAKc1ia?8DetyeeVE Scale = 1:37.6 1 2 3 4 7 6 5 5x6 2x4 3x4 2x4 3x6 3x4 2-0-0 2-0-0 4-0-0 2-0-0 -0-11-0 0-11-0 3-5-7 3-5-7 4-0-0 0-6-9 1-7-0 5-5-8 5-7-5 5-5-8 14.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-8] 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 YES Job 29_HERITAGE_AT_SPRIN~L Truss T28 Truss Type Half Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634111 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:03 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-q0BgaNjCbjYbvK?ih5iCrfkFYVk4Kefia?8DetyeeVE Scale = 1:29.4 1 2 3 4 7 6 5 4x8 2x4 3x4 3x6 2x4 3x4 2-3-11 2-3-11 4-0-0 1-8-5 -0-11-0 0-11-0 2-3-11 2-3-11 4-0-0 1-8-5 1-7-0 4-1-8 4-3-5 4-1-8 14.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0] 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 Job 29_HERITAGE_AT_SPRIN~L Truss T29 Truss Type Roof Special Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634112 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:04 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-IDl2njkqM1gSXUZuFoDRNtHFtvzo3?WrpftmAJyeeVD Scale = 1:62.8 1 2 3 4 5 6 7 13 12 11 10 9 8 5x8 4x6 5x6 5x6 4x6 3x4 3x8 3x6 3x4 4x8 3x6 5x8 2x4 6-8-10 6-8-10 14-9-0 8-0-6 23-2-8 8-5-8 25-10-8 2-8-0 6-8-10 6-8-10 10-8-13 4-0-3 14-9-0 4-0-3 18-11-12 4-2-12 23-2-8 4-2-12 25-9-8 2-7-0 25-10-8 0-1-0 4-1-4 8-4-11 2-9-0 8-7-0 2-9-0 8-4-11 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14] Job 29_HERITAGE_AT_SPRIN~L Truss T30 Truss Type Half Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634113 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:04 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-IDl2njkqM1gSXUZuFoDRNtHNxv3134ErpftmAJyeeVD Scale = 1:36.4 1 2 3 4 7 6 5 6x10 3x4 3x4 2x4 3x6 3-3-8 3-3-8 4-0-0 0-8-8 -0-11-0 0-11-0 3-3-8 3-3-8 4-0-0 0-8-8 1-7-0 5-5-1 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-12], [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 YES IRC2006/TPI2002 CSI. Job 29_HERITAGE_AT_SPRIN~L Truss T31 Truss Type Common Qty 2 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634114 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:04 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-IDl2njkqM1gSXUZuFoDRNtHNIv2w34drpftmAJyeeVD Scale = 1:39.0 1 2 3 6 5 4 5x12 3x4 2x4 3x4 3x4 2-0-0 2-0-0 4-0-0 2-0-0 -0-11-0 0-11-0 3-7-12 3-7-12 4-0-0 0-4-4 1-7-0 5-10-1 5-5-1 14.00 12 Plate Offsets (X,Y)-- [3: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 YES IRC2006/TPI2002 CSI. Job 29_HERITAGE_AT_SPRIN~L Truss T32 Truss Type Roof Special Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634115 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:05 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-mPJQ?3lS7KoJ8e85pVkgw4qRbIKEoNl?1JdKimyeeVC Scale = 1:63.1 1 2 3 6 5 4 6x10 3x6 3x6 4x6 3x4 6x6 9-2-6 9-2-6 11-10-0 2-7-10 9-2-6 9-2-6 11-10-0 2-7-10 4-11-0 7-2-10 8-11-11 3.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC Job 29_HERITAGE_AT_SPRIN~L Truss T33 Truss Type Half Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634116 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:05 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-mPJQ?3lS7KoJ8e85pVkgw4qZTIRRoYw?1JdKimyeeVC Scale = 1:34.8 1 2 3 6 5 4 4x6 2x4 2x4 3x8 5x8 6x6 2-7-0 2-7-0 3-6-8 0-11-8 2-7-0 2-7-0 3-6-8 0-11-8 2-1-7 5-1-9 1-8-1 0-3-8 4-10-1 5-1-9 14.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-4-8,0-1-12] 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 Job 29_HERITAGE_AT_SPRIN~L Truss T34 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634117 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:06 2018 Page 1 ID:ErDeBhooCW6W7KTmKQR8snz73g9-FbtoCOl4uewAmojHNDFvTIMfXigTXo48GzMtFCyeeVB Scale = 1:88.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 4x6 6x6 3x6 3x6 3x8 3x6 3x4 3x6 3x6 5x8 5x8 3x6 9-3-11 9-3-11 13-11-5 4-7-9 23-3-0 9-3-11 -1-0-0 1-0-0 4-9-2 4-9-2 9-3-11 4-6-10 13-11-5 4-7-9 18-5-14 4-6-10 23-3-0 4-9-2 24-3-0 1-0-0 1-7-0 12-5-5 Job 29_HERITAGE_AT_SPRIN~L Truss T35 Truss Type Piggyback Base Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634118 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:06 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-FbtoCOl4uewAmojHNDFvTIMe5ighXwK8GzMtFCyeeVB Scale = 1:90.1 1 2 3 4 5 6 11 10 9 8 7 6x10 4x10 3x6 3x6 3x4 3x8 5x12 3x6 5x12 8-11-2 8-11-2 14-3-14 5-4-11 23-3-0 8-11-2 -1-0-0 1-0-0 8-11-2 8-11-2 14-3-14 5-4-11 23-3-0 8-11-2 24-3-0 1-0-0 1-7-0 12-0-0 1-7-0 12-0-0 14.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [3:0-6-4,0-1-0], [4:0-6-4,0-1-0], [5:0-5-8,0-1-8], [7:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 Job 29_HERITAGE_AT_SPRIN~L Truss T36 Truss Type Piggyback Base Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634119 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:07 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-joRBQkmjfy21OxITwwm8?Vvoq60wGNaIVd6RneyeeVA Scale = 1:90.1 1 2 3 4 5 6 11 10 9 8 7 6x10 4x10 3x6 3x6 3x4 3x8 5x12 3x6 5x12 8-11-2 8-11-2 14-3-14 5-4-11 23-3-0 8-11-2 -1-0-0 1-0-0 8-11-2 8-11-2 14-3-14 5-4-11 23-3-0 8-11-2 24-3-0 1-0-0 1-7-0 12-0-0 1-7-0 12-0-0 14.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [3:0-6-4,0-1-0], [4:0-6-4,0-1-0], [5:0-5-8,0-1-8], [7:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 Job 29_HERITAGE_AT_SPRIN~L Truss T37 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634120 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:07 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-joRBQkmjfy21OxITwwm8?VvwO63zGHeIVd6RneyeeVA Scale = 1:46.8 1 2 3 4 5 6 10 9 8 7 5x12 5x8 5x8 5x12 3x4 3x6 3x4 3x6 3-3-4 3-3-4 9-7-12 6-4-7 12-11-0 3-3-4 -0-11-0 0-11-0 4-0-0 4-0-0 8-11-0 4-11-0 12-11-0 4-0-0 13-10-0 0-11-0 1-7-0 6-3-0 1-7-0 2-2-13 4-0-3 14.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-9-4,0-2-0], [4:0-5-0,0-2-12] LOADING (psf) TCLL TCDL Job 29_HERITAGE_AT_SPRIN~L Truss T38 Truss Type Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634121 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:07 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-joRBQkmjfy21OxITwwm8?Vvs163TGHMIVd6RneyeeVA Scale = 1:63.2 1 2 3 4 5 6 7 13 12 11 10 9 8 3x6 4x6 6x6 5x6 5x6 3x12 3x8 3x4 3x12 3x6 3x6 3x6 4-1-0 4-1-0 5-9-0 1-8-0 6-8-0 0-11-0 8-4-0 1-8-0 12-8-0 4-4-0 4-1-0 4-1-0 5-9-0 1-8-0 6-8-0 0-11-0 8-4-0 1-8-0 12-8-0 4-4-0 13-7-0 0-11-0 1-10-14 8-7-6 1-7-0 Job 29_HERITAGE_AT_SPRIN~L Truss T39 Truss Type Half Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634122 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:08 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-B__Zd4nLQFAu?5tgUeHNYjSxiWNd?qBRkHr_J5yeeV9 Scale = 1:71.9 1 2 3 6 5 4 3x8 8x14 MT18HS 3x8 2x4 3x6 3-6-12 3-6-12 7-1-8 3-6-12 6-5-8 6-5-8 7-1-8 0-8-0 1-7-0 9-1-7 14.00 12 Plate Offsets (X,Y)-- [2:1-1-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.86 Job 29_HERITAGE_AT_SPRIN~L Truss T40 Truss Type Half Hip Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634123 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:08 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-B__Zd4nLQFAu?5tgUeHNYjS25WR3?vTRkHr_J5yeeV9 Scale = 1:35.6 1 2 3 4 7 6 5 4x6 3x6 3x4 2x4 2x4 3x6 3-2-1 3-2-1 4-0-0 0-9-15 -0-11-0 0-11-0 3-2-1 3-2-1 4-0-0 0-9-15 1-7-0 5-3-7 14.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [4: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 YES IRC2006/TPI2002 Job 29_HERITAGE_AT_SPRIN~L Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634124 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:09 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-fAYxrQozBZIldFSs2Loc4w_HvwoWkL8ayxbXrXyeeV8 Scale = 1:18.4 1 2 3 4 7 6 5 5x6 2x4 3x4 3x4 2x4 3x4 2-0-0 2-0-0 4-0-0 2-0-0 -0-11-0 0-11-0 0-9-5 0-9-5 4-0-0 3-2-11 1-7-0 2-4-0 2-5-13 2-4-0 14.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-8] 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 Job 29_HERITAGE_AT_SPRIN~L Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634125 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:09 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-fAYxrQozBZIldFSs2Loc4w_BEwbukEIayxbXrXyeeV8 Scale = 1:35.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 24 25 26 27 5x12 5x12 3x6 2x4 6x10 6x10 2x4 3x6 2x4 3x12 2x4 3x6 3x6 1-10-5 1-10-5 4-1-8 2-3-3 14-1-8 10-0-0 16-8-13 2-7-5 18-3-0 1-6-3 -0-11-0 0-11-0 1-10-5 1-10-5 4-1-8 2-3-3 9-1-8 5-0-0 14-1-8 5-0-0 Job 29_HERITAGE_AT_SPRIN~L Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634125 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:09 2018 Page 2 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-fAYxrQozBZIldFSs2Loc4w_BEwbukEIayxbXrXyeeV8 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, 12-14=-20, 11-12=-20, 9-11=-20 Concentrated Loads (lb) Vert: 3=-58(F) 7=-41(F) 12=-22(F) 13=-33(F) 10=-13(F) 15=-41(F) 16=-41(F) 17=-41(F) 18=-41(F) 19=-41(F) 20=-41(F) 21=-41(F) 22=-22(F) 23=-22(F) 24=-22(F) 25=-22(F) 26=-22(F) 27=-22(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 29_HERITAGE_AT_SPRIN~L Truss TG03 Truss Type Half Hip Girder Qty 2 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634126 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:10 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-7N6J2mobytQcFP12c3Krd8XTtJ8gTpukBbK5OzyeeV7 Scale = 1:18.1 1 2 3 4 6 5 7 3x4 2x4 2x4 2x4 2x4 2-6-0 2-6-0 -0-11-0 0-11-0 2-0-0 2-0-0 2-6-0 0-6-0 1-1-0 2-5-0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job 29_HERITAGE_AT_SPRIN~L Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634127 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:11 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-bZghG6pDjAZSsZcE9mr4AL4TRjLaC3ItQF4ewPyeeV6 Scale = 1:81.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5x8 3x6 10x10 4x8 4x8 4x6 3x6 4x6 4x6 6x6 3x8 4x10 4x6 10x10 5x6 4x8 7-9-0 7-9-0 18-0-14 10-3-14 28-4-12 10-3-14 35-2-0 6-9-4 42-11-0 7-9-0 -0-11-0 0-11-0 4-0-4 4-0-4 7-9-0 3-8-12 14-7-4 Job 29_HERITAGE_AT_SPRIN~L Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634127 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:11 2018 Page 2 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-bZghG6pDjAZSsZcE9mr4AL4TRjLaC3ItQF4ewPyeeV6 NOTES- (9-10) 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 101 lb up at 8-0-12, 67 lb down and 101 lb up at 10-0-12, 67 lb down and 101 lb up at 12-0-12, 67 lb down and 101 lb up at 14-0-12, 67 lb down and 101 lb up at 16-0-12, 67 lb down and 101 lb up at 18-0-12, 67 lb down and 101 lb up at 20-0-12, 67 lb down and 101 lb up at 22-0-12, 67 lb down and 101 lb up at 24-0-12, 67 lb down and 101 lb up at 26-0-12, 67 lb down and 101 lb up at 28-0-12, 67 lb down and 101 lb up at 30-0-12, and 67 lb down and 101 lb up at 32-0-12, and 67 lb down and 101 lb up at 34-0-12 on top chord, and 118 lb down and 65 lb up at 2-0-12, 121 lb down and 66 lb up at 4-0-12, 121 lb down and 99 lb up at 6-0-12, 38 lb down and 58 lb up at 8-0-12, 38 lb down and 58 lb up at 10-0-12, 38 lb down and 58 lb up at 12-0-12, 38 lb down and 58 lb up at 14-0-12, 38 lb down and 58 lb up at 16-0-12, 38 lb down and 58 lb up at 18-0-12, 38 lb down and 58 lb up at 20-0-12, 38 lb down and 58 lb up at 22-0-12 , 38 lb down and 58 lb up at 24-0-12, 38 lb down and 58 lb up at 26-0-12, 38 lb down and 58 lb up at 28-0-12, 38 lb down and 58 lb up at 30-0-12, 38 lb down and 58 lb up at 32-0-12, 38 lb down and 58 lb up at 34-0-12, 121 lb down and 115 lb up at 36-0-12, 121 lb down and 78 lb up at 38-0-12, and 121 lb down and 66 lb up at 38-10-4, and 118 lb down and 65 lb up at 40-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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, 4-9=-60, 9-11=-60, 12-19=-20 Concentrated Loads (lb) Vert: 17=-19(F) 16=-19(F) 8=-46(F) 20=-46(F) 21=-46(F) 22=-46(F) 23=-46(F) 24=-46(F) 25=-46(F) 26=-46(F) 27=-46(F) 28=-46(F) 29=-46(F) 30=-46(F) 31=-46(F) 32=-46(F) 33=-118(F) 34=-121(F) 35=-121(F) 36=-19(F) 37=-19(F) 38=-19(F) 39=-19(F) 40=-19(F) 41=-19(F) 42=-19(F) 43=-19(F) 44=-19(F) 45=-19(F) 46=-19(F) 47=-19(F) 48=-121(F) 49=-121(F) 50=-121(F) 51=-118(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 29_HERITAGE_AT_SPRIN~L Truss TG05 Truss Type Half Hip Girder Qty 2 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634128 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:11 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-bZghG6pDjAZSsZcE9mr4AL4cJjU0CGPtQF4ewPyeeV6 Scale = 1:17.9 1 2 3 4 7 6 5 8 9 5x6 2x4 3x4 3x4 2x4 3x4 2-0-0 2-0-0 4-0-0 2-0-0 -0-11-0 0-11-0 0-8-9 0-8-9 4-0-0 3-3-7 1-7-0 2-3-3 2-5-0 2-3-3 14.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job 29_HERITAGE_AT_SPRIN~L Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634129 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:12 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-3lE4TSqrUUhJUjBRjUMJiZcl?7kjxVF1evpCSsyeeV5 Scale = 1:50.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 6x6 5x6 5x12 6x6 4x6 2x4 4x6 4x8 3x6 3x6 3x6 4x8 2x4 4x6 4x8 2x4 3-2-10 3-2-10 10-8-13 7-6-3 18-3-0 7-6-3 19-8-8 1-5-8 23-9-8 4-1-0 25-10-8 2-1-0 3-2-10 3-2-10 8-2-12 5-0-2 13-2-14 5-0-2 18-3-0 5-0-2 19-8-8 1-5-8 23-9-8 4-1-0 Job 29_HERITAGE_AT_SPRIN~L Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 29 Heritage at Spring Mill Job Reference (optional) I34634130 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:13 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-XyoSgorTEopA6sldHBtYFm9xFX3Cg64AtYZl?IyeeV4 Scale = 1:22.1 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 3x6 4x6 4x6 3x6 2x4 2x4 6x16 3-7-12 3-7-12 7-3-8 3-7-12 0-10-0 0-10-0 6-5-8 5-7-8 7-3-8 0-10-0 1-7-0 2-6-11 1-7-0 2-6-11 14.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-12], [3:0-4-8,0-1-12], [6:0-8-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job 29_HERITAGE_AT_SPRIN~L Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 29 Heritage at Spring Mill Job Reference (optional) I34634131 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:13 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-XyoSgorTEopA6sldHBtYFm9?rXAlgAZAtYZl?IyeeV4 Scale = 1:14.4 1 2 4 3 5 2x4 3x4 2x4 4x6 2-10-0 2-10-0 2-10-0 2-10-0 1-9-15 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 Job 29_HERITAGE_AT_SPRIN~L Truss TG14 Truss Type Hip Girder Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634132 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:14 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-08Mqu7r6?5x1j0KpruOnn_i1txO7PTOK6CIIXkyeeV3 Scale = 1:30.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 6x16 10x10 10x10 3x4 6x16 3x6 5x6 3x6 5x6 1-8-10 1-8-10 11-2-6 9-5-12 12-11-0 1-8-10 -0-11-0 0-11-0 2-0-0 2-0-0 6-5-8 4-5-8 10-11-0 4-5-8 12-11-0 2-0-0 13-10-0 0-11-0 1-7-0 3-11-0 1-7-0 1-0-13 2-10-3 14.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-7-0,0-3-0], [5:0-7-0,0-3-0], [8:0-2-8,0-2-8], [11:0-2-8,0-2-8] LOADING (psf) TCLL Job 29_HERITAGE_AT_SPRIN~L Truss TG15 Truss Type Hip Girder Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634133 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:15 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-UKwC5TskmP3uLAv0Ocv0KBED6Kfd8rwTLs2s3ByeeV2 Scale = 1:70.2 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 17 18 19 20 21 22 6x6 4x8 4x8 3x4 8x8 3x6 6x10 4x10 3x8 2x4 3x8 2x4 5x8 4x6 2x4 5x6 3-2-6 3-2-6 6-1-4 2-10-14 11-9-0 5-7-12 16-9-11 5-0-11 21-8-11 4-10-15 26-9-6 5-0-11 30-0-0 3-2-10 6-1-4 6-1-4 11-9-0 5-7-12 16-9-11 5-0-11 Job 29_HERITAGE_AT_SPRIN~L Truss TG15 Truss Type Hip Girder Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634133 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:15 2018 Page 2 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-UKwC5TskmP3uLAv0Ocv0KBED6Kfd8rwTLs2s3ByeeV2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-7=-60, 14-16=-20, 8-14=-20 Concentrated Loads (lb) Vert: 12=-19(F) 13=-19(F) 17=-19(F) 18=-19(F) 19=-19(F) 20=-19(F) 21=-19(F) 22=-19(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 29_HERITAGE_AT_SPRIN~L Truss V01 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634134 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:15 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-UKwC5TskmP3uLAv0Ocv0KBEHUKr381aTLs2s3ByeeV2 Scale = 1:58.1 1 2 3 4 5 3x4 8 7 6 6x6 2x4 2x4 3x4 2x4 2x4 2x4 12-4-13 12-4-13 6-2-7 6-2-7 12-4-13 6-2-7 0-0-4 7-2-13 0-0-4 14.00 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 YES IRC2006/TPI2002 CSI. TC BC Job 29_HERITAGE_AT_SPRIN~L Truss V02 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634135 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:15 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-UKwC5TskmP3uLAv0Ocv0KBEF_KoT814TLs2s3ByeeV2 Scale: 1/4"=1' 1 2 3 4x8 4 6x6 4x8 2x4 10-1-6 10-1-6 5-0-11 5-0-11 10-1-6 5-0-11 0-0-4 5-10-13 0-0-4 14.00 12 Plate Offsets (X,Y)-- [1:0-6-10,Edge], [2:0-1-12,0-2-0], [3:0-4-11,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.26 Job 29_HERITAGE_AT_SPRIN~L Truss V03 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634136 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:16 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-yWTaJptMXjBlzKUCyJQFtPnP_k7MtWPcZWnPbdyeeV1 Scale = 1:38.8 1 2 3 2x4 4 3x4 2x4 2x4 7-9-15 7-9-15 3-11-0 3-11-0 7-9-15 3-11-0 0-0-4 4-6-13 0-0-4 14.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.28 0.06 Job 29_HERITAGE_AT_SPRIN~L Truss V04 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634137 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:16 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-yWTaJptMXjBlzKUCyJQFtPnTik3PtWNcZWnPbdyeeV1 Scale = 1:27.6 1 2 3 2x4 2x4 2x4 5-6-8 5-6-8 2-9-4 2-9-4 5-6-8 2-9-4 0-0-4 3-2-13 0-0-4 14.00 12 Plate Offsets (X,Y)-- [2:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.53 0.00 Job 29_HERITAGE_AT_SPRIN~L Truss V05 Truss Type Valley Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634138 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:16 2018 Page 1 ID:ErDeBhooCW6W7KTmKQR8snz73g9-yWTaJptMXjBlzKUCyJQFtPnV0k9BtWNcZWnPbdyeeV1 Scale = 1:14.8 1 2 3 2x4 2x4 2x4 0-0-3 0-0-3 3-3-2 3-2-14 1-7-9 1-7-9 3-3-2 1-7-9 0-0-4 1-10-13 0-0-4 14.00 12 Plate Offsets (X,Y)-- [2:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 Job 29_HERITAGE_AT_SPRIN~L Truss V06 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634139 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:17 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-Qj1zW9u_I0JcaU3OW1yUPcKbj8QLczdmoAXy83yeeV0 Scale = 1:35.6 1 2 3 2x4 2x4 2x4 7-4-7 7-4-7 3-8-4 3-8-4 7-4-7 3-8-4 0-0-4 4-3-10 0-0-4 14.00 12 Plate Offsets (X,Y)-- [2:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.39 0.49 0.00 Job 29_HERITAGE_AT_SPRIN~L Truss V07 Truss Type Valley Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634140 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:17 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-Qj1zW9u_I0JcaU3OW1yUPcKf08R3czdmoAXy83yeeV0 Scale = 1:25.6 1 2 3 2x4 2x4 2x4 5-0-13 5-0-13 5-1-0 0-0-3 2-6-8 2-6-8 5-1-0 2-6-8 0-0-4 2-11-10 0-0-4 14.00 12 Plate Offsets (X,Y)-- [2:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 Job 29_HERITAGE_AT_SPRIN~L Truss V08 Truss Type Valley Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634141 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:17 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-Qj1zW9u_I0JcaU3OW1yUPcKh48WAczdmoAXy83yeeV0 Scale = 1:13.2 1 2 3 2x4 2x4 2x4 0-0-3 0-0-3 2-9-10 2-9-6 1-4-13 1-4-13 2-9-10 1-4-13 0-0-4 1-7-10 0-0-4 14.00 12 Plate Offsets (X,Y)-- [2:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.05 Job 29_HERITAGE_AT_SPRIN~L Truss V09 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634142 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:18 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-uvbLkVvc3KRTCeeb4kTjyqsnbYsjLNuv1qGWgWyeeV? Scale = 1:61.6 1 2 3 4 5 9 8 7 6 2x4 2x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 10-9-0 10-9-0 4-6-8 4-6-8 10-9-0 6-2-8 1-11-5 7-2-14 0-0-4 14.00 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 YES Job 29_HERITAGE_AT_SPRIN~L Truss V10 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634143 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:18 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-uvbLkVvc3KRTCeeb4kTjyqslHYpHLOov1qGWgWyeeV? Scale = 1:50.3 1 2 3 3x8 4 5x8 5x6 2x4 9-7-4 9-7-4 4-6-8 4-6-8 9-7-4 5-0-12 0-7-5 5-10-14 0-0-4 14.00 12 Plate Offsets (X,Y)-- [1:0-2-8,Edge], [2:0-4-14,0-2-8], [3:0-2-7,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.32 Job 29_HERITAGE_AT_SPRIN~L Truss V11 Truss Type Valley Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634144 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:19 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-M59jxrvEqeZKqnDndS_yU1PwCy924t83FU03CyyeeV_ Scale = 1:38.9 1 2 3 2x4 4 3x4 2x4 2x4 0-0-3 0-0-3 7-10-2 7-9-14 3-11-1 3-11-1 7-10-2 3-11-1 0-0-4 4-6-14 0-0-4 14.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 Job 29_HERITAGE_AT_SPRIN~L Truss V12 Truss Type Valley Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634145 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:19 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-M59jxrvEqeZKqnDndS_yU1P_xy534t63FU03CyyeeV_ Scale = 1:27.7 1 2 3 2x4 2x4 2x4 0-0-3 0-0-3 5-6-11 5-6-7 2-9-5 2-9-5 5-6-11 2-9-5 0-0-4 3-2-14 0-0-4 14.00 12 Plate Offsets (X,Y)-- [2:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 Job 29_HERITAGE_AT_SPRIN~L Truss V13 Truss Type Valley Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634146 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:19 2018 Page 1 ID:nvRCrVWLYVz8PozCMqfRhAyef5_-M59jxrvEqeZKqnDndS_yU1P0GyBs4t63FU03CyyeeV_ Scale = 1:14.9 1 2 3 2x4 2x4 2x4 3-3-0 3-3-0 3-3-4 0-0-3 1-7-10 1-7-10 3-3-4 1-7-10 0-0-4 1-10-14 0-0-4 14.00 12 Plate Offsets (X,Y)-- [2:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 Job 29_HERITAGE_AT_SPRIN~L Truss V14 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634147 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:20 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-qIj58BwsbxhBSxozB9VB1Fy7dLUApIdCU8ldjOyeeUz Scale = 1:49.6 1 2 3 4 5 4x6 10 9 8 7 6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-8-4 16-8-4 9-7-4 9-7-4 16-8-4 7-1-0 0-0-4 6-4-13 1-8-3 8.00 12 Plate Offsets (X,Y)-- [1:0-1-13,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 YES IRC2006/TPI2002 Job 29_HERITAGE_AT_SPRIN~L Truss V15 Truss Type GABLE Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634148 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:20 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-qIj58BwsbxhBSxozB9VB1Fy3DLVGpJhCU8ldjOyeeUz Scale: 3/8"=1' 1 2 3 3x12 4 6x8 3x12 2x4 12-2-8 12-2-8 6-1-4 6-1-4 12-2-8 6-1-4 0-0-4 4-0-13 0-0-4 8.00 12 Plate Offsets (X,Y)-- [1:0-9-13,Edge], [2:0-5-4,0-2-8], [3:0-4-15,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.28 Job 29_HERITAGE_AT_SPRIN~L Truss V16 Truss Type Valley Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634149 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:20 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-qIj58BwsbxhBSxozB9VB1FyAQLT3pKMCU8ldjOyeeUz Scale = 1:16.4 1 2 3 2x4 2x4 2x4 0-0-6 0-0-6 5-2-8 5-2-2 2-7-4 2-7-4 5-2-8 2-7-4 0-0-4 1-8-13 0-0-4 8.00 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 Job 29_HERITAGE_AT_SPRIN~L Truss V17 Truss Type Valley Qty 1 Ply 1 29 Heritage at Spring Mill Job Reference (optional) I34634150 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 11 16:57:21 2018 Page 1 ID:EvWg2tiHQVSzJMSEDMv2ODzW2H3-IUHTMXxVMFp235N9lt0QaSUF_lqUYncLjoVAGqyeeUy Scale = 1:21.8 1 2 3 2x4 2x4 2x4 4-7-0 4-7-0 0-0-4 3-0-11 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a 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. n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=165/4-6-10, 3=165/4-6-10 Max Horz 1=83(LC 5) Max Uplift3=-28(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.42 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=180/5-1-12, 3=180/5-1-12 Max Horz 1=-35(LC 4) Max Uplift1=-8(LC 6), 3=-8(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.11 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=209/12-2-8, 3=209/12-2-8, 4=481/12-2-8 Max Horz 1=-87(LC 4) Max Uplift1=-18(LC 6), 3=-23(LC 7), 4=-4(LC 6) Max Grav 1=210(LC 10), 3=210(LC 11), 4=481(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-298/73 NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 CSI. TC BC WB (Matrix) 0.35 0.35 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-8-4. (lb) - Max Horz 1=160(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 10=-115(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=259(LC 1), 10=445(LC 10), 7=312(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-10=-333/164 NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7 except (jt=lb) 10=115. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.17 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=113/3-2-13, 3=113/3-2-13 Max Horz 1=-40(LC 4) Max Uplift1=-4(LC 7), 3=-4(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.54 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=204/5-6-4, 3=204/5-6-4 Max Horz 1=72(LC 5) Max Uplift1=-8(LC 7), 3=-8(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.28 0.06 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=184/7-9-11, 3=184/7-9-11, 4=224/7-9-11 Max Horz 1=105(LC 5) Max Uplift1=-35(LC 7), 3=-29(LC 6) Max Grav 1=184(LC 1), 3=184(LC 1), 4=229(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.13 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: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=207/9-7-4, 3=220/9-7-4, 4=307/9-7-4 Max Horz 1=-136(LC 4) Max Uplift1=-25(LC 7), 3=-15(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.10 0.25 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-9-0. (lb) - Max Horz 9=-188(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 7 except 9=-214(LC 4), 5=-130(LC 5), 8=-335(LC 6), 6=-172(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=299(LC 1), 8=368(LC 10), 6=284(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-298/331 NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 9=214 , 5=130, 8=335, 6=172. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.12 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=94/2-9-3, 3=94/2-9-3 Max Horz 1=-33(LC 4) Max Uplift1=-4(LC 7), 3=-4(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.44 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=185/5-0-10, 3=185/5-0-10 Max Horz 1=-66(LC 4) Max Uplift1=-7(LC 7), 3=-7(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=273/7-4-7, 3=273/7-4-7 Max Horz 1=97(LC 5) Max Uplift1=-10(LC 7), 3=-10(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.16 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=112/3-2-11, 3=112/3-2-11 Max Horz 1=-40(LC 4) Max Uplift1=-4(LC 7), 3=-4(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=204/5-6-8, 3=204/5-6-8 Max Horz 1=-72(LC 4) Max Uplift1=-8(LC 7), 3=-8(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=183/7-9-15, 3=183/7-9-15, 4=223/7-9-15 Max Horz 1=-105(LC 4) Max Uplift1=-35(LC 7), 3=-29(LC 6) Max Grav 1=183(LC 1), 3=183(LC 1), 4=228(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.13 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: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=211/10-1-6, 3=211/10-1-6, 4=344/10-1-6 Max Horz 1=-136(LC 4) Max Uplift1=-15(LC 7), 3=-9(LC 6), 4=-11(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 WB (Matrix) 0.31 0.09 0.16 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: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-4-13. (lb) - Max Horz 1=-168(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-172(LC 6), 6=-172(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=283(LC 10), 6=283(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=172, 6=172. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 21-8-11 4-10-15 26-9-6 5-0-11 30-0-0 3-2-10 1-3-14 9-1-14 4-1-4 2-10-14 6-3-0 8.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-0], [6:0-6-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.89 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.19 -0.41 0.28 (loc) 13-14 13-14 8 l/defl >999 >860 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 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* 1-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 5-8-15 oc bracing. WEBS 1 Row at midpt 2-13 REACTIONS. (lb/size) 16=1242/0-3-8, 8=1284/0-3-8 Max Horz 16=245(LC 12) Max Uplift16=-199(LC 5), 8=-369(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2365/599, 2-3=-1948/603, 3-4=-1563/531, 4-5=-1315/489, 5-6=-1316/489, 6-7=-811/272, 1-16=-1304/326, 7-8=-1258/391 BOT CHORD 15-16=-321/249, 14-15=-1033/3172, 13-14=-901/2740, 12-13=-656/1609, 12-17=-656/1609, 11-17=-656/1609, 11-18=-656/1609, 18-19=-656/1609, 10-19=-656/1609, 10-20=-260/626, 20-21=-260/626, 21-22=-260/626, 9-22=-260/626 WEBS 2-15=-1462/404, 2-14=-382/1474, 2-13=-1286/368, 3-13=-234/741, 4-13=-212/276, 4-11=-88/273, 4-10=-468/164, 5-10=-310/128, 6-10=-449/1077, 6-9=-647/256, 1-15=-381/1664, 7-9=-379/986 NOTES- (10-11) 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; cantilever left and right exposed ; end vertical left and right 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) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=199, 8=369. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 58 lb up at 12-2-0, 38 lb down and 58 lb up at 14-2-0, 38 lb down and 58 lb up at 16-2-0, 38 lb down and 58 lb up at 18-2-0, 38 lb down and 58 lb up at 20-2-0, 38 lb down and 58 lb up at 22-2-0, and 38 lb down and 58 lb up at 24-2-0, and 38 lb down and 58 lb up at 26-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.52 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.32 -0.27 -0.09 (loc) 9-10 9-10 8 l/defl >476 >562 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 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 Structural wood sheathing directly applied or 6-3-6 oc bracing. REACTIONS. (lb/size) 11=806/0-3-8, 8=806/0-3-8 Max Horz 11=-106(LC 3) Max Uplift11=-579(LC 4), 8=-579(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/339, 3-4=-561/608, 4-5=-561/565, 5-6=-265/325, 2-11=-303/329, 6-8=-303/318 BOT CHORD 10-11=-1074/981, 10-12=-726/858, 12-13=-726/858, 13-14=-726/858, 14-15=-726/858, 15-16=-726/858, 16-17=-726/858, 9-17=-726/858, 8-9=-989/949 WEBS 3-10=-1300/1178, 4-10=-343/188, 4-9=-343/190, 5-9=-1283/1169, 3-11=-1224/1203, 5-8=-1224/1233 NOTES- (10-11) 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; cantilever left and right exposed ; end vertical left and right 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) Bearing at joint(s) 11, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=579, 8=579. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 82 lb up at 1-8-10, 111 lb down and 154 lb up at 2-0-12, 111 lb down and 154 lb up at 4-0-12, 111 lb down and 154 lb up at 6-0-12, 111 lb down and 154 lb up at 6-10-4, 111 lb down and 154 lb up at 8-10-4, and 111 lb down and 154 lb up at 10-10-4, and 66 lb down and 82 lb up at 11-2-6 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). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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, 10-11=-20, 9-10=-20, 8-9=-20 Concentrated Loads (lb) Vert: 10=-50(B) 9=-50(B) 12=-62(B) 13=-62(B) 14=-62(B) 15=-62(B) 16=-62(B) 17=-62(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 -0.00 0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=103/0-3-8, 3=103/0-3-8 Max Horz 4=-42(LC 3) Max Uplift4=-20(LC 3), 3=-20(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; cantilever left and right exposed ; end vertical left and right 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down at 1-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-3(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.50 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 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.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=925/0-5-8, 5=1773/0-3-8 Max Horz 7=-65(LC 3) Max Uplift7=-502(LC 3), 5=-572(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-985/426, 2-8=-1459/535, 8-9=-1459/535, 3-9=-1459/535, 3-4=-985/426, 1-7=-1002/427, 4-5=-1002/426 WEBS 2-6=-340/1067, 3-6=-339/1067, 1-6=-298/656, 4-6=-298/656 NOTES- (10-11) 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 0-7-0 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=502, 5=572. 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) 65 lb down and 157 lb up at 0-10-0, 38 lb down and 82 lb up at 2-10-12, and 38 lb down and 82 lb up at 4-4-12, and 63 lb down and 157 lb up at 6-5-8 on top chord, and 10 lb down and 138 lb up at 0-10-0, 6 lb down and 87 lb up at 2-10-12, 1305 lb down and 391 lb up at 4-0-12, 6 lb down and 87 lb up at 4-4-12, and 1003 lb down and 49 lb up at 6-0-12, and 10 lb down and 138 lb up at 6-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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: 2=52(F) 3=52(F) 8=27(F) 9=27(F) 10=6(F) 12=-1305(B) 14=-1003(B) 15=6(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 25-10-8 2-1-0 4-1-4 6-0-11 5-1-0 6-3-0 2-10-3 6-0-11 8.00 12 14.00 12 Plate Offsets (X,Y)-- [7:0-4-0,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.39 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.03 (loc) 14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 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, and 2-0-0 oc purlins (5-2-5 max.): 2-5, 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS. (lb/size) 16=1056/0-3-8, 9=1325/Mechanical Max Horz 16=-177(LC 3) Max Uplift16=-157(LC 4), 9=-379(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-683/151, 2-3=-550/141, 3-4=-1221/258, 4-5=-1168/315, 5-6=-1366/346, 6-7=-569/223, 7-8=-854/289, 1-16=-1046/162, 8-9=-1321/403 BOT CHORD 14-15=-306/1085, 13-14=-355/1290, 12-13=-355/1290, 11-12=-395/1225, 11-18=-401/1230, 10-18=-401/1230 WEBS 3-15=-840/234, 3-14=-51/351, 4-12=-291/192, 5-12=-119/506, 6-12=-223/274, 6-10=-1036/286, 7-10=-177/424, 1-15=-149/826, 8-10=-312/867 NOTES- (10-11) 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; cantilever left and right exposed ; end vertical left and right 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) 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) 16=157, 9=379. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb up at 1-7-4, 142 lb down and 135 lb up at 19-7-4, and 142 lb down and 135 lb up at 21-7-4, and 121 lb down and 116 lb up at 23-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 11=-119(F) 10=-121(F) 17=25(F) 18=-119(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.04 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=133/Mechanical, 7=191/0-3-8 Max Horz 7=73(LC 4) Max Uplift5=-52(LC 4), 7=-89(LC 5) Max Grav 5=138(LC 10), 7=191(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 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; cantilever left and right exposed ; end vertical left and right 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 112 lb up at 0-8-9, and 43 lb down and 27 lb up at 1-11-4 on top chord, and 5 lb down and 34 lb up at 0-8-9, and 3 lb down and 16 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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: 3=35(F) 6=1(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 6-10-4 21-5-8 6-10-4 28-3-12 6-10-4 35-2-0 6-10-4 38-10-12 3-8-12 42-11-0 4-0-4 1-1-0 6-0-11 6-3-0 1-1-0 6-0-11 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [4:0-4-9,Edge], [8:0-3-8,0-1-8], [11:Edge,0-3-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.58 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.19 -0.28 0.04 (loc) 16-18 16-18 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 216 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 14-17: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-18,6-15,8-13: 2x4 SPF No.2, 2-19,11-12: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-4 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-15, 8-15 REACTIONS. (lb/size) 15=2932/0-3-8, 19=1615/0-3-8, 12=669/0-3-8 Max Horz 19=153(LC 12) Max Uplift15=-1859(LC 4), 19=-765(LC 5), 12=-189(LC 6) Max Grav 15=2932(LC 1), 19=1619(LC 9), 12=684(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-824/375, 3-4=-1814/1062, 4-20=-1494/922, 20-21=-1496/923, 21-22=-1497/924, 22-23=-1500/925, 5-23=-1501/925, 5-24=-1425/966, 24-25=-1425/966, 25-26=-1425/966, 6-26=-1425/966, 6-27=-398/628, 7-27=-398/628, 7-28=-398/628, 28-29=-398/628, 8-29=-398/628, 8-30=-331/194, 30-31=-328/194, 31-32=-328/193, 9-32=-325/192, 9-10=-421/174, 10-11=-703/286, 2-19=-627/288, 11-12=-474/192 BOT CHORD 19-33=-870/1459, 33-34=-870/1459, 34-35=-870/1459, 18-35=-870/1459, 18-36=-1169/1697, 36-37=-1169/1697, 37-38=-1169/1697, 38-39=-1169/1697, 17-39=-1169/1697, 16-17=-1169/1697, 16-40=-714/978, 40-41=-714/978, 41-42=-714/978, 42-43=-714/978, 43-44=-714/978, 15-44=-714/978, 15-45=-650/472, 14-45=-650/472, 14-46=-650/472, 46-47=-650/472, 13-47=-650/472, 13-48=-86/441, 48-49=-86/441, 49-50=-86/441, 50-51=-86/441, 12-51=-86/441 WEBS 4-18=-300/584, 5-18=-324/370, 5-16=-526/338, 6-16=-546/906, 6-15=-2059/1402, 8-15=-1381/860, 8-13=-643/1234, 3-19=-1120/651, 10-12=-191/277 NOTES- (9-10) 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; cantilever left and right exposed ; end vertical left and right 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1859, 19=765, 12=189. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a 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 2-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=95/Mechanical, 6=168/0-3-8 Max Horz 6=72(LC 4) Max Uplift5=-51(LC 4), 6=-28(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; cantilever left and right exposed ; end vertical left and right 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) 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, 6. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 17 lb down and 34 lb up at 2-4-4 on top chord, and 13 lb down at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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, 5-6=-20 Concentrated Loads (lb) Vert: 4=-17(F) 7=-6(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 16-8-13 2-7-5 18-3-0 1-6-3 1-7-0 3-7-3 3-9-0 1-11-12 1-10-0 1-9-3 14.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-9-10,0-2-8], [5:0-2-4,0-1-8], [7:0-9-10,0-2-8], [11:0-5-4,0-3-12], [12:0-5-4,0-3-12] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.85 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.16 -0.46 0.26 (loc) 11-12 11-12 9 l/defl >999 >474 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 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* 3-12,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=1085/0-5-8, 9=999/0-5-8 Max Horz 14=119(LC 12) Max Uplift14=-287(LC 4), 9=-277(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1043/400, 3-15=-2466/697, 4-15=-2467/697, 4-16=-2509/720, 16-17=-2509/720, 17-18=-2509/720, 5-18=-2509/720, 5-19=-2392/585, 19-20=-2392/585, 6-20=-2392/585, 6-21=-2366/570, 7-21=-2364/570, 7-8=-809/264, 2-14=-1054/368, 8-9=-974/314 BOT CHORD 12-13=-302/727, 12-22=-1115/3227, 22-23=-1115/3227, 23-24=-1115/3227, 24-25=-1115/3227, 25-26=-1115/3227, 11-26=-1115/3227, 11-27=-175/583, 10-27=-192/569 WEBS 3-13=-479/39, 3-12=-504/2180, 4-12=-428/240, 5-12=-739/435, 5-11=-880/522, 6-11=-274/154, 7-11=-461/2137, 7-10=-593/124, 2-13=-207/656, 8-10=-234/618 NOTES- (10-11) 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; cantilever left and right exposed ; end vertical left and right 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) Bearing at joint(s) 14, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=287, 9=277. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 100 lb up at 1-10-5, 55 lb down and 63 lb up at 3-11-1, 55 lb down and 63 lb up at 5-11-1, 55 lb down and 63 lb up at 7-11-1, 55 lb down and 63 lb up at 9-4-6, 55 lb down and 63 lb up at 10-7-10, 55 lb down and 63 lb up at 12-7-10, and 55 lb down and 63 lb up at 14-7-10, and 99 lb down and 87 lb up at 16-8-13 on top chord, and 57 lb down and 26 lb up at 1-11-1, 32 lb down at 4-1-8, 32 lb down at 5-11-1, 32 lb down at 7-11-1, 32 lb down at 9-4-6, 32 lb down at 10-7-10, 32 lb down at 12-7-10, and 32 lb down at 14-7-10, and 35 lb down and 23 lb up at 16-7-10 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). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. September 12,2018 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.04 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=240/Mechanical, 7=322/0-3-8 Max Horz 7=75(LC 4) Max Uplift5=-68(LC 4), 7=-59(LC 5) Max Grav 5=244(LC 10), 7=322(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 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; cantilever left and right exposed ; end vertical left and right 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 73 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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=-201(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 CSI. TC BC WB (Matrix) 0.38 0.18 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=141/Mechanical, 7=223/0-3-8 Max Horz 7=165(LC 5) Max Uplift5=-100(LC 5), 7=-24(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.40 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.07 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 39 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-5: 2x3 SPF No.2, 1-6: 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.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (lb/size) 4=273/Mechanical, 6=273/0-3-8 Max Horz 6=263(LC 5) Max Uplift4=-155(LC 5), 6=-38(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/117, 1-6=-284/137 NOTES- (9-10) 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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 2 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 4=155. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0-0-6 3-0-6 5-6-10 14.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-2-11,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.27 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.10 (loc) 9 9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-13,6-8: 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.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=492/Mechanical, 8=561/0-3-8 Max Horz 13=-235(LC 4) Max Uplift13=-24(LC 7), 8=-33(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-268/185, 2-3=-500/102, 3-4=-300/65, 4-5=-501/101, 5-6=-273/233, 1-13=-262/164, 6-8=-333/239 BOT CHORD 12-13=-191/522, 11-12=-140/405, 10-11=-60/285, 9-10=-19/418, 8-9=-36/542 WEBS 2-12=-68/328, 2-11=-252/159, 4-10=-64/252, 5-10=-308/112, 5-9=0/366, 2-13=-567/0, 5-8=-583/64 NOTES- (9-10) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 8 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 100 lb uplift at joint(s) 13, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.30 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.10 (loc) 8-9 8-9 7 l/defl >999 >932 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,5-7: 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=569/0-3-8, 7=569/0-3-8 Max Horz 10=-166(LC 4) Max Uplift10=-34(LC 6), 7=-34(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-378/78, 2-10=-265/233, 5-7=-263/235 BOT CHORD 9-10=-179/591, 8-9=-132/377, 7-8=-54/593 WEBS 3-9=-38/492, 4-8=-24/495, 3-10=-723/0, 4-7=-728/94 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 10, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.74 0.49 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.02 (loc) 9-11 9-11 7 l/defl >999 >960 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2, 2-9,5-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 9-6-15 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (lb/size) 11=985/0-3-8, 7=985/0-3-8 Max Horz 11=304(LC 5) Max Uplift11=-48(LC 6), 7=-48(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-898/156, 3-4=-448/208, 4-5=-898/156, 2-11=-889/153, 5-7=-889/153 BOT CHORD 10-11=-369/450, 9-10=-369/450, 8-9=-108/448, 7-8=-176/354 WEBS 3-9=0/256, 4-8=-58/256, 2-9=-179/396, 5-8=-184/399 NOTES- (8-9) 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; cantilever left and right exposed ; 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 3 = 12%, joint 4 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.74 0.49 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.02 (loc) 9-11 9-11 7 l/defl >999 >960 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2, 2-9,5-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 9-6-15 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (lb/size) 11=985/0-3-8, 7=985/0-3-8 Max Horz 11=304(LC 5) Max Uplift11=-48(LC 6), 7=-48(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-898/156, 3-4=-448/208, 4-5=-898/156, 2-11=-889/153, 5-7=-889/153 BOT CHORD 10-11=-369/450, 9-10=-369/450, 8-9=-108/448, 7-8=-176/354 WEBS 3-9=0/256, 4-8=-58/256, 2-9=-179/396, 5-8=-184/399 NOTES- (8-9) 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; cantilever left and right exposed ; 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 3 = 12%, joint 4 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 1-7-0 12-5-5 14.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-3-0,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.51 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.39 0.02 (loc) 11-12 11-12 11 l/defl >999 >713 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-13,7-12,4-15,7-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 7-12 REACTIONS. (lb/size) 15=987/0-3-8, 11=987/0-3-8 Max Horz 15=-314(LC 4) Max Uplift15=-46(LC 6), 11=-46(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-412/133, 3-4=-370/155, 4-5=-764/217, 5-6=-432/199, 6-7=-764/217, 7-8=-351/155, 8-9=-413/133, 2-15=-418/176, 9-11=-419/176 BOT CHORD 14-15=-167/496, 13-14=-167/496, 12-13=-36/431, 11-12=0/496 WEBS 5-13=-80/290, 6-12=-96/290, 4-15=-566/108, 7-11=-565/109 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 1-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=-2/Mechanical, 6=23/Mechanical, 1=125/Mechanical, 3=118/Mechanical Max Horz 6=39(LC 5), 1=105(LC 5) Max Uplift4=-12(LC 2), 1=-10(LC 6), 3=-38(LC 5) Max Grav 6=43(LC 2), 1=125(LC 1), 3=118(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 1, 3. 6) Non Standard bearing condition. Review required. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 BC WB (Matrix) 0.85 0.51 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.33 -0.00 (loc) 5-6 5-6 4 l/defl >999 >422 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=463/Mechanical, 6=463/0-3-8 Max Horz 6=258(LC 5) Max Uplift4=-74(LC 6), 6=-98(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-268/107, 1-6=-367/145 WEBS 2-5=0/286, 2-4=-578/183 NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 TC BC WB (Matrix) 0.44 0.19 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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* 3-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=221/0-5-8, 4=139/Mechanical Max Horz 6=186(LC 5) Max Uplift6=-48(LC 4), 4=-123(LC 5) Max Grav 6=221(LC 1), 4=152(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 4=123. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 TC BC WB (Matrix) 0.40 0.19 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=141/Mechanical, 7=223/0-5-8 Max Horz 7=169(LC 5) Max Uplift5=-104(LC 5), 7=-27(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=104. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.91 0.52 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.31 0.03 (loc) 9-10 9-10 8 l/defl >999 >997 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-13,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4, 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 3-10 REACTIONS. (lb/size) 13=1023/0-3-8, 8=1023/Mechanical Max Horz 13=-235(LC 4) Max Uplift13=-13(LC 6), 8=-37(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-870/148, 2-3=-642/169, 3-4=-819/173, 4-5=-1044/175, 5-6=-1201/162, 6-7=-927/79, 1-13=-959/112, 7-8=-1022/66 BOT CHORD 11-12=-82/782, 10-11=-82/782, 9-10=-18/954 WEBS 3-12=-388/136, 4-10=-9/325, 6-9=-797/135, 7-9=-55/1285, 1-12=-48/680 NOTES- (8-9) 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; cantilever left and right exposed ; 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) 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) 13, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=141/Mechanical, 7=223/0-3-8 Max Horz 7=129(LC 5) Max Uplift5=-66(LC 5), 7=-10(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=141/Mechanical, 7=223/0-3-8 Max Horz 7=170(LC 5) Max Uplift5=-103(LC 5), 7=-29(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; cantilever left and right exposed ; 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) 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=103. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.14 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=141/Mechanical, 7=223/0-3-8 Max Horz 7=154(LC 5) Max Uplift5=-87(LC 5), 7=-17(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=141/Mechanical, 7=223/0-3-8 Max Horz 7=113(LC 5) Max Uplift5=-54(LC 5), 7=-16(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 5-7-3 10-11-13 5-4-11 16-4-8 5-4-11 21-5-8 5-1-0 26-6-8 5-1-0 31-11-3 5-4-11 37-3-13 5-4-11 42-11-0 5-7-3 1-1-0 12-0-0 1-1-0 12-0-0 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [16:0-4-12,0-3-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.95 0.60 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.53 0.06 (loc) 17-18 17-18 13 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,7-17,8-17,9-15: 2x4 SPF No.2, 2-21,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. WEBS 1 Row at midpt 5-18, 7-17, 8-17, 9-15, 4-21 REACTIONS. (lb/size) 15=1619/0-3-8, 21=1221/0-3-8, 13=634/0-3-8 Max Horz 21=292(LC 5) Max Uplift15=-33(LC 7), 21=-80(LC 6), 13=-33(LC 7) Max Grav 15=1619(LC 1), 21=1221(LC 1), 13=649(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/75, 3-4=-402/93, 4-5=-1375/195, 5-6=-960/217, 6-7=-725/217, 7-8=-256/179, 8-9=-403/171, 9-10=-643/144, 10-11=-316/113, 11-12=-416/94, 2-21=-454/123, 12-13=-343/101 BOT CHORD 20-21=-197/1150, 19-20=-156/979, 18-19=-156/979, 17-18=-119/552, 16-17=-402/159, 15-16=-402/159, 14-15=0/307, 13-14=0/551 WEBS 5-20=-32/340, 5-18=-457/172, 6-18=-10/261, 7-18=-41/443, 7-17=-782/150, 9-17=-54/1155, 9-15=-1661/167, 9-14=-57/392, 4-21=-1065/61, 10-13=-362/0 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 21, 13. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 -0-11-0 0-11-0 7-5-12 7-5-12 14-9-0 7-3-4 19-2-11 4-5-11 23-8-5 4-5-11 28-2-0 4-5-11 33-0-3 4-10-3 37-10-5 4-10-3 42-11-0 5-0-11 1-1-0 10-8-11 10-11-0 1-1-0 10-8-11 8.00 12 Plate Offsets (X,Y)-- [21:Edge,0-10-2] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.53 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.03 (loc) 16-17 16-17 13 l/defl >999 >935 n/a L/d 240 180 n/a PLATES MT20 Weight: 219 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,4-19,9-16,9-14,10-14,2-20,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-17, 7-16, 8-16, 9-16 REACTIONS. (lb/size) 21=1063/0-3-8, 16=2084/0-3-8, 13=327/0-3-8 Max Horz 21=265(LC 5) Max Uplift21=-82(LC 6), 16=-6(LC 7), 13=-44(LC 7) Max Grav 21=1085(LC 10), 16=2084(LC 1), 13=374(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1305/111, 3-4=-1086/137, 4-5=-882/194, 5-6=-635/208, 6-7=-485/188, 7-8=0/323, 8-9=0/468, 10-11=-258/82, 11-12=-338/65, 2-21=-1009/149, 12-13=-285/79 BOT CHORD 20-21=-261/382, 19-20=-184/986, 18-19=-141/485, 17-18=-141/485 WEBS 4-20=0/256, 4-19=-456/148, 6-19=-80/390, 6-17=-593/116, 7-17=-31/803, 7-16=-1106/168, 8-16=-496/29, 9-16=-478/155, 9-14=-33/380, 10-14=-252/133, 2-20=0/608 NOTES- (8-9) 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; cantilever left and right exposed ; 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 21 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 16, 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 37-2-4 5-6-4 42-11-0 5-8-12 1-1-0 8-4-11 8-7-0 1-1-0 8-4-11 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [8:0-5-4,0-1-0], [13:0-1-12,0-3-0], [15:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.93 0.78 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.70 0.04 (loc) 11-12 11-12 11 l/defl >619 >245 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,7-15,2-18,10-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-5 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 7-14, 8-14 REACTIONS. (lb/size) 14=1997/0-3-8, 18=1096/0-3-8, 11=381/0-3-8 Max Horz 18=210(LC 5) Max Uplift14=-119(LC 5), 18=-66(LC 6), 11=-42(LC 7) Max Grav 14=1997(LC 1), 18=1107(LC 10), 11=415(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-702/13, 3-4=-1103/170, 4-5=-853/180, 5-6=-763/172, 6-7=-763/172, 7-8=-67/342, 9-10=-638/9, 2-18=-524/77, 10-11=-416/43 BOT CHORD 17-18=-187/995, 16-17=-132/763, 15-16=-132/763 WEBS 4-17=0/312, 5-15=-533/172, 7-15=-90/920, 7-14=-1219/270, 8-14=-792/94, 8-12=-13/368, 9-12=-313/154, 3-18=-728/159, 9-11=0/474 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11 except (jt=lb) 14=119. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.91 0.39 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.11 (loc) 8-9 8-9 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 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* 4-9,4-8,2-9: 2x3 SPF No.2, 2-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 5-7 REACTIONS. (lb/size) 11=819/0-3-8, 13=703/0-3-8 Max Horz 11=313(LC 5) Max Uplift11=-43(LC 6), 13=-95(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-858/22, 3-4=-636/48, 4-5=-384/102, 7-12=-87/710, 6-12=-87/710, 2-11=-746/104 BOT CHORD 10-11=-278/326, 9-10=-278/326, 8-9=-108/613 WEBS 4-9=0/290, 4-8=-505/157, 5-8=-89/470, 5-7=-716/131, 2-9=0/290, 6-13=-710/100 NOTES- (7-8) 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; cantilever left and right exposed ; 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) 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 13. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.75 0.36 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.03 (loc) 11-12 11-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 117 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9,1-12: 2x4 SPF No.2, 5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11 REACTIONS. (lb/size) 12=1027/0-3-8, 7=1093/0-5-8 Max Horz 12=-261(LC 4) Max Uplift12=-17(LC 6), 7=-71(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-905/155, 2-3=-772/186, 3-4=-1024/178, 4-5=-1316/130, 1-12=-948/118, 5-7=-1026/140 BOT CHORD 11-12=-165/266, 10-11=-62/652, 9-10=-62/652, 8-9=0/1012, 7-8=-18/271 WEBS 2-9=-100/281, 3-9=0/262, 4-9=-311/127, 1-11=-60/646, 5-8=0/748 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.36 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.03 (loc) 10-11 10-11 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 116 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,1-11: 2x4 SPF No.2, 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10 REACTIONS. (lb/size) 11=1028/0-3-8, 6=1028/0-5-8 Max Horz 11=-250(LC 4) Max Uplift11=-17(LC 6), 6=-38(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-906/155, 2-3=-774/187, 3-4=-1026/178, 4-5=-1323/130, 1-11=-949/118, 5-6=-961/105 BOT CHORD 10-11=-174/255, 9-10=-70/653, 8-9=-70/653, 7-8=-14/1017, 6-7=-48/303 WEBS 2-8=-100/283, 3-8=0/262, 4-8=-316/127, 1-10=-60/647, 5-7=0/721 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.33 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.15 0.11 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 2-9, 4-6 REACTIONS. (lb/size) 9=718/0-5-8, 6=718/0-5-8 Max Horz 9=315(LC 5) Max Uplift9=-35(LC 7), 6=-38(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-416/310, 2-3=-499/151, 3-4=-878/320, 4-5=-355/307, 1-9=-396/269, 5-6=-349/264 BOT CHORD 8-9=-212/640, 7-8=-177/546, 6-7=-44/595 WEBS 2-8=-15/455, 2-7=-374/192, 3-7=-334/813, 4-7=-195/395, 2-9=-651/0, 4-6=-674/90 NOTES- (6-7) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 9, 6 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 capable of withstanding 100 lb uplift at joint(s) 9, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 14.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0], [4:0-3-3,0-2-0], [7:0-2-13,Edge], [12:0-2-13,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.35 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.10 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-12,6-7: 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 2-12, 5-7 REACTIONS. (lb/size) 12=718/0-5-8, 7=718/0-5-8 Max Horz 12=299(LC 5) Max Uplift12=-28(LC 7), 7=-30(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-425/304, 2-3=-657/198, 3-4=-378/143, 4-5=-656/217, 5-6=-363/299, 1-12=-401/265, 6-7=-354/257 BOT CHORD 11-12=-219/631, 10-11=-181/541, 9-10=-97/373, 8-9=-35/503, 7-8=-53/581 WEBS 2-11=-37/399, 2-10=-379/218, 3-10=-144/319, 4-9=-152/358, 5-9=-339/188, 5-8=0/366, 2-12=-632/0, 5-7=-654/103 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 12, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 6.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0], [4:0-3-3,0-2-0], [7:0-2-13,Edge], [10:0-2-8,0-2-0], [12:0-2-13,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.88 0.36 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.10 (loc) 7-8 11-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-12,6-7: 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 5-7 REACTIONS. (lb/size) 12=718/0-5-8, 7=718/0-5-8 Max Horz 12=266(LC 5) Max Uplift12=-16(LC 7), 7=-18(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-431/303, 2-3=-729/229, 3-4=-435/128, 4-5=-716/242, 5-6=-357/289, 1-12=-407/262, 6-7=-349/249 BOT CHORD 11-12=-220/621, 10-11=-183/538, 9-10=-129/436, 8-9=-47/508, 7-8=-68/580 WEBS 2-11=-34/372, 2-10=-375/244, 3-10=-210/403, 4-9=-177/386, 5-9=-331/218, 5-8=0/346, 2-12=-620/0, 5-7=-659/124 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 12, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.32 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.07 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-8,4-5: 2x4 SPF-S Stud, 2-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6, 2-8 REACTIONS. (lb/size) 5=718/0-5-8, 8=718/0-5-8 Max Horz 8=234(LC 5) Max Uplift5=-8(LC 6), 8=-6(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-410/364, 2-3=-519/122, 3-4=-935/68, 1-8=-391/315, 4-5=-713/112 BOT CHORD 7-8=-213/655, 6-7=-177/531 WEBS 2-7=-12/462, 3-6=-31/347, 2-8=-671/0, 4-6=-109/424 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 5, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.30 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.06 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=784/0-5-8, 7=716/0-5-8 Max Horz 10=220(LC 5) Max Uplift10=-36(LC 6), 7=-4(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-998/139, 3-4=-628/138, 4-5=-624/100, 5-6=-945/90, 2-10=-774/156, 6-7=-698/98 BOT CHORD 9-10=-266/266, 8-9=-176/702 WEBS 3-9=-10/413, 5-8=-52/391, 2-9=0/491, 6-8=-109/476 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 10, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 2-8-12 3-6-7 14.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-5-3,0-2-0], [6:0-5-3,0-2-0], [7:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.39 0.32 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.15 0.09 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-11 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=784/0-5-8, 8=716/0-5-8 Max Horz 13=187(LC 5) Max Uplift13=-33(LC 6), 8=-15(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-938/166, 3-4=-921/201, 4-5=-930/136, 5-6=-932/138, 6-7=-850/85, 2-13=-766/141, 7-8=-696/84 BOT CHORD 11-12=-205/626, 10-11=-248/929, 9-10=-85/562 WEBS 3-11=-122/791, 4-11=-357/189, 5-10=-333/147, 6-10=-186/784, 2-12=-6/495, 7-9=-82/450 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 13, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 2-8-12 2-2-7 14.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0], [6:0-5-3,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.46 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.23 0.17 (loc) 10-11 10-11 8 l/defl >999 >952 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,7-8: 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 (4-3-7 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 9-7-12 oc bracing. REACTIONS. (lb/size) 13=784/0-5-8, 8=716/0-5-8 Max Horz 13=155(LC 5) Max Uplift13=-48(LC 5), 8=-49(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-860/173, 3-4=-1551/328, 4-5=-1569/267, 5-6=-1570/268, 6-7=-749/88, 2-13=-761/138, 7-8=-699/74 BOT CHORD 11-12=-198/586, 10-11=-374/1568, 9-10=-92/513 WEBS 3-11=-231/1249, 4-11=-349/161, 5-10=-342/142, 6-10=-263/1296, 6-9=-255/77, 2-12=-36/493, 7-9=-78/446 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 13, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 TC BC WB (Matrix) 0.82 0.23 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=492/Mechanical, 5=561/0-3-8 Max Horz 7=-248(LC 4) Max Uplift7=-30(LC 7), 5=-31(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-443/121, 2-3=-452/119, 1-7=-431/85, 3-5=-497/120 BOT CHORD 6-7=-259/308 WEBS 3-6=-131/261 NOTES- (6-7) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.25 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.11 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=492/Mechanical, 7=561/0-3-8 Max Horz 10=-248(LC 4) Max Uplift10=-29(LC 7), 7=-33(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-262/188, 2-3=-356/69, 3-4=-706/160, 4-5=-272/242, 1-10=-257/167, 5-7=-334/248 BOT CHORD 9-10=-184/546, 8-9=-135/419, 7-8=-27/551 WEBS 2-9=-53/398, 2-8=-269/140, 3-8=-170/655, 4-8=-92/334, 2-10=-591/0, 4-7=-589/52 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 (Matrix) 0.55 0.26 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.06 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 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.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=275/Mechanical, 4=275/0-3-8 Max Horz 6=-224(LC 4) Max Uplift6=-120(LC 4), 4=-7(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-288/217 WEBS 1-5=-236/321 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 6=120. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.47 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.02 (loc) 8-9 8-9 8 l/defl >999 >845 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-10,6-9,3-12,6-8: 2x3 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (lb/size) 12=989/0-3-8, 8=917/0-3-8 Max Horz 12=317(LC 5) Max Uplift12=-45(LC 6), 8=-15(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-384/152, 3-4=-773/211, 4-5=-444/194, 5-6=-775/211, 6-7=-395/124, 2-12=-403/172, 7-8=-357/114 BOT CHORD 11-12=-182/496, 10-11=-182/496, 9-10=-51/444, 8-9=-2/500 WEBS 4-10=-68/291, 5-9=-85/292, 3-12=-590/97, 6-8=-557/109 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-3-0,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.47 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.02 (loc) 9-10 9-10 9 l/defl >999 >843 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-11,6-10,3-13,6-9: 2x3 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 13=987/0-3-8, 9=987/0-3-8 Max Horz 13=303(LC 5) Max Uplift13=-46(LC 6), 9=-46(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-384/153, 3-4=-771/212, 4-5=-443/195, 5-6=-771/212, 6-7=-385/153, 2-13=-403/172, 7-9=-403/172 BOT CHORD 12-13=-168/495, 11-12=-168/495, 10-11=-37/442, 9-10=0/495 WEBS 4-11=-69/290, 5-10=-87/290, 3-13=-588/97, 6-9=-587/98 NOTES- (7-8) 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.15 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=141/Mechanical, 7=223/0-3-8 Max Horz 7=155(LC 5) Max Uplift5=-89(LC 5), 7=-20(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=141/Mechanical, 7=223/0-3-8 Max Horz 7=115(LC 5) Max Uplift5=-55(LC 5), 7=-15(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.91 0.39 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.11 (loc) 8-9 8-9 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 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* 4-9,4-8,2-9: 2x3 SPF No.2, 2-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 5-7 REACTIONS. (lb/size) 11=819/0-3-8, 13=703/0-3-8 Max Horz 11=313(LC 5) Max Uplift11=-43(LC 6), 13=-95(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-858/22, 3-4=-636/48, 4-5=-384/102, 7-12=-87/710, 6-12=-87/710, 2-11=-746/104 BOT CHORD 10-11=-278/326, 9-10=-278/326, 8-9=-108/613 WEBS 4-9=0/290, 4-8=-505/157, 5-8=-89/470, 5-7=-716/131, 2-9=0/290, 6-13=-710/100 NOTES- (7-8) 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; cantilever left and right exposed ; 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) 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 13. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.80 0.52 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.30 0.28 (loc) 9-10 9-10 13 l/defl >999 >718 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-12,5-9: 2x6 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS. (lb/size) 12=808/0-3-8, 13=739/0-3-8 Max Horz 12=414(LC 6) Max Uplift13=-194(LC 6) Max Grav 12=808(LC 10), 13=739(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-803/0, 3-4=-541/0, 2-12=-725/32 BOT CHORD 8-13=-269/338, 6-13=-548/0, 11-12=-432/427, 10-11=-432/427, 9-10=-169/551 WEBS 4-10=0/360, 4-9=-645/203, 2-10=-6/264, 5-9=0/480 NOTES- (9-10) 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; cantilever left and right exposed ; 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 5 = 0% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=194. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 2-10-14 9-1-2 8.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-8], [3:0-3-4,0-2-4], [5:0-1-4,0-1-12], [7:0-4-3,0-0-0], [8:0-2-14,Edge], [12:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.69 1.00 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.94 0.33 (loc) 9-10 9-10 8 l/defl >999 >378 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 135 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,1-13,7-8,5-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-1 max.): 2-3. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 2-12, 5-8 REACTIONS. (lb/size) 13=1188/0-3-8, 8=1188/0-3-8 Max Horz 13=-311(LC 4) Max Uplift13=-13(LC 7), 8=-61(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1065/164, 2-3=-1033/191, 3-4=-1319/189, 4-5=-3279/280, 5-6=-436/185, 6-7=-579/165, 1-13=-1105/128, 7-8=-475/148 BOT CHORD 12-13=-184/317, 11-12=-58/784, 10-11=-58/784, 9-10=0/1499, 8-9=-27/3012 WEBS 2-12=-258/98, 2-10=-72/494, 3-10=-0/416, 4-10=-693/162, 4-9=-105/1742, 5-9=0/299, 1-12=-51/793, 5-8=-3029/0 NOTES- (9-10) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 8 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 100 lb uplift at joint(s) 13, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 1-3-14 2-10-14 8-4-11 8.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-1-0,0-2-0], [8:0-4-3,0-0-0], [9:0-2-14,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 1.00 0.67 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.68 0.30 (loc) 10-11 10-11 9 l/defl >999 >524 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-14: 2x4 SPF-S Stud, 8-9,6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-12 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-9 REACTIONS. (lb/size) 14=1188/0-3-8, 9=1188/0-3-8 Max Horz 14=-297(LC 4) Max Uplift14=-8(LC 6), 9=-59(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1027/155, 2-3=-772/174, 3-4=-1115/188, 4-5=-1410/189, 5-6=-3253/287, 6-7=-486/181, 7-8=-610/161, 1-14=-1123/119, 8-9=-493/145 BOT CHORD 13-14=-175/287, 12-13=-35/998, 11-12=-35/998, 10-11=0/1551, 9-10=-40/2988 WEBS 2-13=-0/275, 3-13=-571/125, 3-11=-24/276, 4-11=-9/484, 5-11=-664/146, 5-10=-115/1669, 6-10=-3/292, 1-13=-38/832, 6-9=-2973/0 NOTES- (8-9) 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; cantilever left and right exposed ; 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.09 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-4-11. (lb) - Max Horz 1=-71(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 2=-151(LC 6), 4=-131(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 6 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1, 5, 2, 4 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) 1, 5 except (jt=lb) 2=151, 4=131. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 BC WB (Matrix) 0.10 0.10 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-4-11. (lb) - Max Horz 1=-40(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2, 5, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 2, 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.11 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 24-10-2. (lb) - Max Horz 1=120(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 12, 13, 14, 16 except 1=-285(LC 1), 2=-139(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 2=531(LC 1), 11=289(LC 1), 12=332(LC 10), 13=323(LC 1), 14=316(LC 11), 16=362(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-12=-251/107, 3-16=-267/100 NOTES- (11-12) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 12, 13, 14, 16 except (jt=lb) 1=285, 2=139. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 BC WB (Matrix) 0.22 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-2-0. (lb) - Max Horz 1=25(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 2, 7, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 2, 7, 9 except 10=341(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-254/127 NOTES- (11-12) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 2, 7, 9, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.33 0.20 0.04 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: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-2-0. (lb) - Max Horz 1=74(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 1=-279(LC 1), 5=-279(LC 1), 2=-220(LC 6), 4=-209(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=527(LC 1), 4=527(LC 1), 6=271(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 1, 279 lb uplift at joint 5, 220 lb uplift at joint 2 and 209 lb uplift at joint 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 (Matrix) 0.08 0.08 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-6-0. (lb) - Max Horz 1=-38(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 5, 7 except 2=264(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 2, 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 Horz(TL) 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=-102/3-8-0, 4=94/3-8-0, 2=270/3-8-0 Max Horz 1=62(LC 5) Max Uplift1=-102(LC 1), 4=-10(LC 6), 2=-96(LC 6) Max Grav 1=84(LC 6), 4=94(LC 1), 2=270(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 1, 2 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 100 lb uplift at joint(s) 4, 2 except (jt=lb) 1=102. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.10 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-6-0. (lb) - Max Horz 1=46(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 6 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 WB (Matrix) 0.09 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-4-11. (lb) - Max Horz 1=-70(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 2=-158(LC 6), 4=-139(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 6 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1, 5, 2, 4 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) 1, 5 except (jt=lb) 2=158, 4=139. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 Horz(TL) in -0.01 -0.03 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=178/Mechanical, 5=184/0-3-8 Max Horz 5=49(LC 5) Max Uplift4=-19(LC 6), 5=-16(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=75/Mechanical, 5=169/0-3-8 Max Horz 5=79(LC 5) Max Uplift4=-32(LC 5), 5=-25(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 WB (Matrix) 0.50 0.36 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 -0.00 (loc) 4-5 4-5 4 l/defl >892 >357 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=344/0-3-8, 4=221/Mechanical Max Horz 5=152(LC 6) Max Uplift5=-29(LC 6), 4=-61(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-285/165 NOTES- (6-7) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 1-2-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=180/0-7-6, 3=-16/Mechanical, 4=1/Mechanical Max Horz 5=96(LC 6) Max Uplift3=-28(LC 7), 4=-47(LC 6) Max Grav 5=180(LC 1), 3=12(LC 4), 4=17(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 1-2-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=180/0-7-0, 3=-16/Mechanical, 4=1/Mechanical Max Horz 5=96(LC 6) Max Uplift3=-28(LC 7), 4=-47(LC 6) Max Grav 5=180(LC 1), 3=12(LC 4), 4=17(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 0-10-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=141/0-5-8, 3=-22/Mechanical, 4=-1/Mechanical Max Horz 5=99(LC 6) Max Uplift5=-2(LC 4), 3=-38(LC 6), 4=-85(LC 6) Max Grav 5=141(LC 1), 3=14(LC 4), 4=11(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.10 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=153/0-3-8, 4=82/Mechanical, 3=33/Mechanical Max Horz 5=106(LC 5) Max Uplift5=-48(LC 4), 4=-141(LC 6), 3=-37(LC 5) Max Grav 5=153(LC 1), 4=123(LC 11), 3=50(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) 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. 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=141. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 73 lb up at 1-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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: 4=-65(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=-2/Mechanical, 3=-43/Mechanical, 6=253/0-5-12 Max Horz 6=90(LC 6) Max Uplift5=-29(LC 6), 3=-43(LC 1), 6=-34(LC 6) Max Grav 5=19(LC 2), 3=16(LC 4), 6=253(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=-2/Mechanical, 3=-44/Mechanical, 6=253/0-5-12 Max Horz 6=90(LC 6) Max Uplift5=-29(LC 6), 3=-44(LC 1), 6=-34(LC 6) Max Grav 5=19(LC 2), 3=16(LC 4), 6=253(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=156/0-3-8, 3=39/Mechanical, 4=16/Mechanical Max Horz 5=82(LC 6) Max Uplift5=-7(LC 6), 3=-33(LC 6), 4=-6(LC 6) Max Grav 5=156(LC 1), 3=39(LC 1), 4=34(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 2-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=209/0-4-9, 3=59/Mechanical, 4=24/Mechanical Max Horz 5=79(LC 6) Max Uplift5=-34(LC 6), 3=-31(LC 6) Max Grav 5=209(LC 1), 3=59(LC 1), 4=48(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 2-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=209/0-4-9, 3=59/Mechanical, 4=24/Mechanical Max Horz 5=79(LC 6) Max Uplift5=-34(LC 6), 3=-31(LC 6) Max Grav 5=209(LC 1), 3=59(LC 1), 4=48(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 2-11-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=342/0-8-7, 3=21/Mechanical, 4=13/Mechanical Max Horz 5=144(LC 6) Max Uplift5=-46(LC 6), 3=-35(LC 6), 4=-20(LC 6) Max Grav 5=342(LC 1), 3=24(LC 4), 4=48(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-301/117 NOTES- (6-7) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.40 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 3-7-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=281/0-8-7, 3=76/Mechanical, 4=30/Mechanical Max Horz 5=132(LC 6) Max Uplift5=-25(LC 6), 3=-53(LC 6), 4=-5(LC 6) Max Grav 5=281(LC 1), 3=76(LC 1), 4=64(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.03 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=224/0-5-8, 3=101/Mechanical, 4=42/Mechanical Max Horz 6=124(LC 6) Max Uplift3=-64(LC 6) Max Grav 6=224(LC 1), 3=101(LC 1), 4=72(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=224/0-5-8, 3=101/Mechanical, 4=42/Mechanical Max Horz 5=124(LC 6) Max Uplift3=-64(LC 6) Max Grav 5=224(LC 1), 3=101(LC 1), 4=72(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.32 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=224/0-5-8, 3=101/Mechanical, 4=42/Mechanical Max Horz 5=124(LC 6) Max Uplift3=-64(LC 6) Max Grav 5=224(LC 1), 3=101(LC 1), 4=72(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.03 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=224/0-5-8, 3=118/Mechanical, 4=53/Mechanical Max Horz 6=124(LC 6) Max Uplift3=-99(LC 6), 4=-14(LC 6) Max Grav 6=224(LC 1), 3=118(LC 1), 4=97(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 67 lb up at 3-11-4 on top chord, and 25 lb down and 16 lb up at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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, 5-6=-20, 4-5=-20 Concentrated Loads (lb) Vert: 3=-17(B) 4=-11(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 0.16 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=230/0-3-8, 3=106/Mechanical, 4=39/Mechanical Max Horz 5=214(LC 6) Max Uplift3=-103(LC 6), 4=-46(LC 6) Max Grav 5=230(LC 1), 3=106(LC 1), 4=78(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-259/13 WEBS 2-4=-14/274 NOTES- (5-6) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=103. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.16 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 182 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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 11-11-0. (lb) - Max Horz 16=-218(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 12 except 16=-154(LC 4), 10=-140(LC 5), 15=-184(LC 6), 11=-181(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 14, 15, 12, 11 except 13=296(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-49/283, 5-6=-49/283 WEBS 5-13=-354/0 NOTES- (9-10) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12 except (jt=lb) 16=154, 10=140, 15=184, 11=181. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-1-4. (lb) - Max Horz 9=94(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 except 8=-113(LC 6) Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12-13) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 9, 6, 7, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6 except (jt=lb) 8=113. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 7, 8. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 TC BC WB (Matrix) 0.18 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 62 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* 5-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-0-0. (lb) - Max Horz 9=150(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7 except 8=-105(LC 6) Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7 except (jt=lb) 8=105. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 2x4 23-3-0 23-3-0 -1-0-0 1-0-0 8-2-0 8-2-0 15-1-0 6-11-0 23-3-0 8-2-0 24-3-0 1-0-0 1-7-0 11-1-5 1-7-0 11-1-5 14.00 12 Plate Offsets (X,Y)-- [7:0-2-11,Edge], [11:0-2-11,Edge], [25:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.22 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 16 16 17 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 511 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 2x3 SPF No.2 *Except* 11-21,10-22,9-23,8-24: 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.): 7-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-21, 10-22, 9-23, 8-24, 6-26, 12-20 REACTIONS. All bearings 23-3-0. (lb) - Max Horz 30=-283(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 26, 28, 20, 19 except 30=-376(LC 4), 17=-143(LC 5), 27=-126(LC 6), 29=-341(LC 5), 18=-200(LC 7) Max Grav All reactions 250 lb or less at joint(s) 17, 21, 22, 23, 24, 26, 27, 28, 20, 19, 18 except 30=439(LC 5), 29=300(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-30=-269/251, 2-3=-300/287, 5-6=-50/300, 6-7=-48/283, 11-12=-49/334 NOTES- (11-12) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 26, 28, 20, 19 except (jt=lb) 30=376, 17=143, 27=126, 29=341, 18=200. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 18-3-0 3-9-6 1-1-0 10-6-7 10-8-12 10-6-7 8.00 12 Plate Offsets (X,Y)-- [12:0-3-8,Edge], [13:0-3-8,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.39 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 349 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* 12-13: 2x3 SPF No.2 OTHERS 2x3 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.): 10-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 10-15, 9-16, 11-14 REACTIONS. All bearings 18-3-0. (lb) - Max Horz 23=319(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 15, 16, 17, 18, 19, 20, 14 except 23=-117(LC 4), 22=-175(LC 6) Max Grav All reactions 250 lb or less at joint(s) 13, 15, 16, 17, 18, 19, 20, 22, 14 except 23=261(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/159, 3-4=-286/173 NOTES- (11-12) 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; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 15, 16, 17, 18, 19, 20, 14 except (jt=lb) 23=117, 22=175. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018 TC BC WB (Matrix) 0.15 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=202/0-3-8, 4=78/Mechanical Max Horz 5=104(LC 5) Max Uplift5=-15(LC 4), 4=-65(LC 5) Max Grav 5=202(LC 1), 4=82(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 5 and 65 lb uplift at joint 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 12,2018