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HomeMy WebLinkAboutI35462370.10_Shadow_WoodRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I35462370 thru I35462417 My license renewal date for the state of Indiana is July 31, 2020. 10_Shadow_Wood 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: 10 Shadow Wood 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. December 4,2018 Liu, Xuegang Job 10_SHADOW_WOOD Truss GE01 Truss Type GABLE Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462370 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:09 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-qUGgUP0vYZev5?dyiGStt2R0qtRamGWA6Zrel7yCfB4 Scale = 1:51.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 38 41 39 42 40 44 46 45 43 47 2x4 3x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job 10_SHADOW_WOOD Truss GE02 Truss Type GABLE Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462371 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:09 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-qUGgUP0vYZev5?dyiGStt2R0etRQmE8A6Zrel7yCfB4 Scale = 1:44.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-0 13-11-0 -0-11-0 0-11-0 6-11-8 6-11-8 Job 10_SHADOW_WOOD Truss GE03 Truss Type GABLE Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462372 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:13 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-jFVBJn3Qbo8LZdxjx6Xp2ucheUqji3jm1BpsuuyCfB0 Scale = 1:81.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 4x8 3x6 3x4 3x4 3x6 6x6 5x6 6x6 0-1-15 45-7-8 45-7-8 -0-11-0 0-11-0 19-1-13 19-1-13 35-1-11 Job 10_SHADOW_WOOD Truss GE04 Truss Type GABLE Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462373 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:16 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-7qBKyp6IujXwQ4fIdE4WgXECWiqsvQSCj92WUDyCfAz Scale = 1:77.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 3x6 6x6 5x6 6x6 5x6 0-1-15 44-11-0 44-11-0 15-9-5 15-9-5 31-9-3 15-11-14 44-11-0 13-1-13 Job 10_SHADOW_WOOD Truss GE05 Truss Type GABLE Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462374 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:17 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-b0li996wf1fn2EEVAyblCkmNA5BvevNLxpo31fyCfAy Scale = 1:22.3 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 11 10 9 8 7 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 6-3-8 6-3-8 0-10-0 3-5-7 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 Job 10_SHADOW_WOOD Truss GE06 Truss Type GABLE Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462375 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:17 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-b0li996wf1fn2EEVAyblCkmMA5AlevFLxpo31fyCfAy Scale = 1:19.4 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-3-10 7-3-10 0-0-4 3-0-8 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC Job 10_SHADOW_WOOD Truss T01 Truss Type GABLE Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462376 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:18 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-4CJ4MU7YQKndgOphkf6_lyJaHVXHNKzVATXcZ6yCfAx Scale = 1:46.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 3x4 20 19 18 17 16 15 14 4x6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-5-2 18-5-2 9-2-9 9-2-9 Job 10_SHADOW_WOOD Truss T02 Truss Type HIP Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462377 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:19 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-YPtSaq8BBevUHYOtINeDH9sdrvo06nreP6HA5YyCfAw Scale = 1:47.4 1 2 3 4 5 6 11 10 9 8 7 4x8 8x8 3x4 3x6 3x4 3x8 6x6 3x4 6x6 0-1-10 7-5-8 7-5-8 13-5-8 6-0-1 20-11-0 7-5-8 -0-11-0 0-11-0 7-5-8 7-5-8 13-5-8 6-0-1 20-11-0 7-5-8 21-10-0 0-11-0 1-3-0 7-3-15 7-5-9 1-3-0 7-3-15 10.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4], [4:0-6-1,Edge], [10:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL Job 10_SHADOW_WOOD Truss T03 Truss Type HIP Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462378 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:19 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-YPtSaq8BBevUHYOtINeDH9saRvnD6ikeP6HA5YyCfAw Scale = 1:47.1 1 2 3 4 5 6 7 8 13 12 11 10 9 4x8 4x8 3x6 3x4 3x4 4x8 3x4 4x8 3x4 3x4 3x8 0-1-10 8-5-8 8-5-8 12-5-8 4-0-1 20-11-0 8-5-8 -0-11-0 0-11-0 3-8-6 3-8-6 8-5-8 4-9-1 12-5-8 4-0-1 17-2-10 4-9-1 20-11-0 3-8-6 21-10-0 0-11-0 1-3-0 8-1-15 8-3-9 1-3-0 Job 10_SHADOW_WOOD Truss T04 Truss Type HIP Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462379 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:20 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-0bQrnA9pyy1Lviz3s49SqNOjrJ4zr9uoem0jd_yCfAv Scale = 1:51.4 1 2 3 4 5 6 7 8 13 12 11 10 9 4x8 4x8 3x6 3x8 3x4 3x4 3x4 2x4 4x8 4x8 2x4 0-1-10 9-5-8 9-5-8 11-5-8 2-0-1 20-11-0 9-5-8 -0-11-0 0-11-0 3-8-4 3-8-4 9-5-8 5-9-4 11-5-8 2-0-1 17-2-12 5-9-4 20-11-0 3-8-4 21-10-0 0-11-0 1-3-0 8-11-15 9-1-9 1-3-0 8-11-15 Job 10_SHADOW_WOOD Truss T05 Truss Type COMMON Qty 2 Ply 1 10 Shadow Wood Job Reference (optional) I35462380 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:21 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Un_D?WARjF9CXrYGPnghNaxtljO9acyxsQmHARyCfAu Scale = 1:60.7 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x6 3x6 2x4 5x8 5x8 2x4 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 3-8-2 3-8-2 10-5-8 6-9-6 17-2-14 6-9-6 20-11-0 3-8-2 21-10-0 0-11-0 1-3-0 9-11-9 1-3-0 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 Job 10_SHADOW_WOOD Truss T06 Truss Type COMMON Qty 3 Ply 1 10 Shadow Wood Job Reference (optional) I35462381 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:22 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-y_YbCsA3UZH38?7SzVBwvoT2V6jOJ3A454VqityCfAt Scale = 1:60.7 1 2 3 4 5 6 10 9 8 7 4x6 2x4 3x6 3x8 3x6 3x6 2x4 5x8 5x8 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 3-8-2 3-8-2 10-5-8 6-9-6 17-2-14 6-9-6 20-11-0 3-8-2 1-3-0 9-11-9 1-3-0 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Job 10_SHADOW_WOOD Truss T07 Truss Type COMMON Qty 2 Ply 1 10 Shadow Wood Job Reference (optional) I35462382 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:22 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-y_YbCsA3UZH38?7SzVBwvoT2V6jOJ3G454VqityCfAt Scale = 1:60.7 1 2 3 4 5 9 8 7 6 2x4 4x6 2x4 3x6 3x8 3x6 3x6 5x8 5x8 10-5-8 10-5-8 20-11-0 10-5-8 3-8-2 3-8-2 10-5-8 6-9-6 17-2-14 6-9-6 20-11-0 3-8-2 1-3-0 9-11-9 1-3-0 10.00 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 Job 10_SHADOW_WOOD Truss T08 Truss Type COMMON Qty 3 Ply 1 10 Shadow Wood Job Reference (optional) I35462383 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:23 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-QA6zQCBhFtPwm9heXCi9S?0DJWAA2caEKkFNEJyCfAs Scale = 1:43.5 1 2 3 4 5 8 7 6 3x4 3x8 3x4 4x6 6x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-0 7-0-9 1-3-0 10.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,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 Job 10_SHADOW_WOOD Truss T09 Truss Type COMMON Qty 2 Ply 1 10 Shadow Wood Job Reference (optional) I35462384 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:24 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-uMgLdYCJ?AXnOJGr5wDO_DZO7wWPn3oNYO_xmlyCfAr Scale = 1:43.5 1 2 3 4 7 6 5 3x4 3x8 3x4 4x6 6x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-0 7-0-9 1-3-0 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [3:0-3-8,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 IRC2003/TPI2002 CSI. Job 10_SHADOW_WOOD Truss T10 Truss Type HIP Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462385 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:24 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-uMgLdYCJ?AXnOJGr5wDO_DZOAwP5nsTNYO_xmlyCfAr Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x8 5x8 5x12 8x8 8x10 4x6 4x6 3x6 3x8 MT18HS 2x4 3x6 3x8 3x6 3x6 4x6 3x4 3x6 0-1-15 11-8-2 11-8-2 23-1-13 11-5-10 31-1-11 7-11-14 38-3-6 7-1-10 45-7-8 7-4-2 -0-11-0 0-11-0 7-10-4 7-10-4 15-6-1 7-7-12 23-1-13 Job 10_SHADOW_WOOD Truss T11 Truss Type ROOF SPECIAL Qty 5 Ply 1 10 Shadow Wood Job Reference (optional) I35462386 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:25 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-MZEkquDxmUfe?Tr1edkdXQ5cdKjbWKHXn2kUJCyCfAq Scale = 1:84.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 5x6 3x6 8x10 3x4 10x16 8x16 3x4 3x4 3x8 MT18HS 3x8 2x4 3x6 3x6 5x12 4x6 3x6 3x8 3x6 4x6 4x6 4x6 3x6 3x4 3x6 Job 10_SHADOW_WOOD Truss T12 Truss Type ROOF SPECIAL Qty 2 Ply 1 10 Shadow Wood Job Reference (optional) I35462387 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:27 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-JxMUFZECI5vMFm?Qm2n5crBx47Q?zCRpFMDbN4yCfAo Scale = 1:84.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 20 19 18 17 22 21 32 33 3x6 5x12 3x8 8x10 3x4 10x16 8x16 3x4 3x4 2x4 3x8 2x4 3x6 3x6 4x6 3x6 2x4 6x10 3x6 5x12 4x6 5x6 Job 10_SHADOW_WOOD Truss T13 Truss Type ROOF SPECIAL Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462388 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:28 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-n8vsTvFq3P1DswacKmIK93j4tXj3ifMzT0y8vXyCfAn Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 1716 15 3x6 5x12 3x6 8x10 4x8 3x16 MT18HS 3x6 3x4 3x4 3x6 3x8 2x4 3x6 5x12 3x6 5x12 5x12 6x16 3x6 4x6 4x6 3x4 3x8 8-4-11 8-4-11 17-9-10 9-4-15 27-0-8 9-2-14 Job 10_SHADOW_WOOD Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462389 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:29 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-FKTEgFGSqj94U49otTpZhGGFIx4FR5D6igiiSzyCfAm Scale = 1:79.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x6 5x6 3x6 8x10 4x8 3x6 3x6 5x8 3x4 3x4 3x8 2x4 3x6 6x16 6x18 MT18HS 6x8 2x4 5x12 6x16 4x6 4x6 3x4 4x6 8-4-11 8-4-11 8-8-13 0-4-2 Job 10_SHADOW_WOOD Truss T15 Truss Type ROOF SPECIAL Qty 6 Ply 1 10 Shadow Wood Job Reference (optional) I35462390 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:29 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-FKTEgFGSqj94U49otTpZhGGIdx3RR7_6igiiSzyCfAm Scale = 1:98.7 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 25 24 23 22 21 20 19 18 17 16 5x6 3x6 5x6 3x6 3x4 3x6 6x8 5x6 8x10 3x6 4x6 3x6 4x8 4x6 4x6 3x6 3x6 2x4 5x6 8x8 4x6 4x6 3x16 MT18HS 3x6 5-9-8 5-9-8 10-8-2 4-10-10 20-0-14 Job 10_SHADOW_WOOD Truss T16 Truss Type ROOF SPECIAL Qty 3 Ply 1 10 Shadow Wood Job Reference (optional) I35462391 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:30 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-jW1dubH4b0Hx6Ek_RAKoEUpRlLSiAZdGxKRF_PyCfAl Scale = 1:98.6 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 25 24 23 22 21 20 19 30 18 17 16 31 32 33 34 35 36 37 5x8 3x6 5x6 3x6 3x4 3x8 3x6 3x6 5x12 5x8 4x6 3x6 4x8 4x6 5x6 3x6 3x6 2x4 6x6 8x8 4x6 4x6 3x16 MT18HS 3x8 5-9-8 5-9-8 9-9-8 4-0-0 Job 10_SHADOW_WOOD Truss T17 Truss Type ROOF SPECIAL Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462392 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:31 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Bib?5xHiMKQnjOJB?ur1mhLaSlmVv1SP9_BpWryCfAk Scale = 1:88.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 5x8 3x6 5x6 3x6 3x4 4x8 3x6 3x8 4x6 3x6 3x8 4x6 4x6 3x6 3x6 5x6 2x4 8x10 4x8 3x12 3x8 MT18HS 3x6 4-0-0 4-0-0 4-1-12 0-1-12 14-5-2 10-3-6 23-9-4 Job 10_SHADOW_WOOD Truss T18 Truss Type ROOF SPECIAL Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462393 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:32 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-fv9NIHIK7eYeLYtNZbMGJvup187YeUgZOewM2IyCfAj Scale = 1:78.2 1 2 3 4 5 6 7 8 9 1011 19 18 17 16 15 14 13 12 5x6 3x6 5x6 3x6 3x4 3x6 5x12 3x6 4x6 3x6 3x8 3x6 4x6 3x6 6x6 5x8 3x6 3x6 5-0-6 5-0-6 14-5-2 9-4-12 23-9-4 9-4-2 33-1-6 9-4-2 44-11-0 11-9-10 5-0-6 Job 10_SHADOW_WOOD Truss T19 Truss Type COMMON Qty 3 Ply 1 10 Shadow Wood Job Reference (optional) I35462394 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:33 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-75jlWdJzuxgVzhSZ6JuVs6R_mYTtNxvidIgvbkyCfAi Scale = 1:77.6 1 2 3 4 5 6 7 8 9 1011 19 18 17 16 15 14 13 12 3x6 5x6 3x6 3x6 3x6 3x6 3x6 4x6 3x6 3x8 3x6 4x6 3x6 2x4 4x6 5x8 3x6 3x6 5-0-3 5-0-3 14-5-2 9-4-15 23-9-4 9-4-2 33-1-6 9-4-2 44-11-0 11-9-10 3-2-2 3-2-2 9-10-5 6-8-3 17-1-5 Job 10_SHADOW_WOOD Truss T20 Truss Type COMMON Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462395 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:34 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-cHH7jzKbfFoMar1mg0PkOKz8pym46P8rsyPT7AyCfAh Scale = 1:85.2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 3x6 3x6 4x6 3x8 4x6 3x6 4x6 3x6 3x6 3x4 3x6 4x6 3x8 2x4 4x8 5x8 3x6 3x6 5x6 5x6 0-1-15 5-0-3 5-0-3 14-5-2 9-4-15 23-4-5 8-11-3 23-9-4 0-4-15 Job 10_SHADOW_WOOD Truss T21 Truss Type COMMON Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462396 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:35 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-4UqWxIKDQZwDC?cyEkwzxXWISM8krpU?4c90fdyCfAg Scale = 1:82.4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 3x6 3x6 4x6 3x8 MT18HS 4x6 3x6 4x6 4x6 4x8 4x6 4x6 4x6 3x8 2x4 4x8 5x8 3x6 3x16 MT18HS 5x8 5x12 0-1-15 5-0-3 5-0-3 14-5-2 9-4-15 19-4-5 4-11-3 23-9-4 4-4-15 28-2-3 4-4-15 33-1-6 Job 10_SHADOW_WOOD Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 3 10 Shadow Wood Job Reference (optional) I35462397 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:36 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-YgOu8eLrBs24q9B8oRRCTl3WhmULaLr8JGuZB3yCfAf Scale = 1:43.5 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 4x6 4x6 4x6 3x4 10x10 3x4 3x6 6x6 3x6 6x6 2-7-12 2-7-12 6-11-8 4-3-12 11-3-4 4-3-12 13-11-0 2-7-12 2-7-12 2-7-12 6-11-8 4-3-12 11-3-4 4-3-12 13-11-0 2-7-12 1-3-0 7-0-9 1-3-0 10.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [5:0-3-0,0-1-8], [7:0-2-4,0-4-4], [9:0-2-4,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 Job 10_SHADOW_WOOD Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 3 10 Shadow Wood Job Reference (optional) I35462397 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:36 2018 Page 2 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-YgOu8eLrBs24q9B8oRRCTl3WhmULaLr8JGuZB3yCfAf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 11=-1764(B) 12=-1764(B) 13=-1764(B) 14=-1764(B) 15=-2084(B) 16=-2091(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 10_SHADOW_WOOD Truss V01 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462398 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:36 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-YgOu8eLrBs24q9B8oRRCTl3dqmabaT98JGuZB3yCfAf Scale = 1:41.1 1 2 3 4 5 3x4 9 10 8 7 11 6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 16-4-8 16-4-3 8-2-4 8-2-4 16-4-8 8-2-4 0-0-4 6-7-13 0-0-4 9.75 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 Job 10_SHADOW_WOOD Truss V02 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462399 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:37 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-0syGM_MTyAAxSJmLL9yS0yblW9_FJxmIYwe7kVyCfAe Scale = 1:36.2 1 2 3 4 5 3x4 8 9 7 10 6 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-3-15 14-3-10 7-1-15 7-1-15 14-3-15 7-1-15 0-0-4 5-9-13 0-0-4 9.75 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. Job 10_SHADOW_WOOD Truss V03 Truss Type VALLEY Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462400 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:38 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-U3WeZKN5iUIo3TLXvsThZA8uaZHk2NtRmaNgGxyCfAd Scale = 1:31.0 1 2 3 4x8 4 4x6 4x8 2x4 0-0-5 0-0-5 12-3-5 12-3-0 6-1-10 6-1-10 12-3-5 6-1-11 0-0-4 4-11-14 0-0-4 9.75 12 Plate Offsets (X,Y)-- [1:0-7-1,Edge], [3:0-3-1,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH Job 10_SHADOW_WOOD Truss V04 Truss Type VALLEY Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462401 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:38 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-U3WeZKN5iUIo3TLXvsThZA8x_ZJd2OlRmaNgGxyCfAd Scale = 1:26.2 1 2 3 4 3x8 4x6 3x8 2x4 0-0-5 0-0-5 10-2-11 10-2-6 5-1-5 5-1-5 10-2-11 5-1-6 0-0-4 4-1-13 0-0-4 9.75 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-4], [3:0-4-0,0-1-4] 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 IRC2003/TPI2002 CSI. TC BC WB Job 10_SHADOW_WOOD Truss V05 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462402 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:39 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-yF40ngOjTnQfhcwjTZ?w5Nh3DzeynsQa?E7EoOyCfAc Scale = 1:21.7 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 8-2-1 8-1-12 4-1-0 4-1-0 8-2-1 4-1-0 0-0-4 3-3-13 0-0-4 9.75 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.48 Job 10_SHADOW_WOOD Truss V06 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462403 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:39 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-yF40ngOjTnQfhcwjTZ?w5Nh7kzgCnsla?E7EoOyCfAc Scale = 1:17.7 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 6-1-7 6-1-2 3-0-12 3-0-12 6-1-7 3-0-12 0-0-4 2-5-13 0-0-4 9.75 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.25 Job 10_SHADOW_WOOD Truss V07 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462404 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:40 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-QReO_0OME5YWJmVv1HW9ebDKuN_uWJPkEusnLqyCfAb Scale = 1:11.0 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 4-0-13 4-0-8 2-0-7 2-0-7 4-0-13 2-0-7 0-0-4 1-7-13 0-0-4 9.75 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.10 Job 10_SHADOW_WOOD Truss V08 Truss Type GABLE Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462405 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:40 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-QReO_0OME5YWJmVv1HW9ebDE?Nz8WHFkEusnLqyCfAb Scale: 3/8"=1' 1 2 3 5x6 4 4x6 5x6 2x4 12-3-14 12-3-14 6-1-15 6-1-15 12-3-14 6-1-15 0-0-4 5-1-10 0-0-4 10.00 12 Plate Offsets (X,Y)-- [1:0-0-9,Edge], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.48 0.38 Job 10_SHADOW_WOOD Truss V09 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462406 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:41 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ueCnBMP_?PgNww46a_1OAomRanJxFlOtTYcKtGyCfAa Scale = 1:27.1 1 2 3 4 4x8 4x6 4x8 2x4 0-0-5 0-0-5 10-3-14 10-3-9 5-1-15 5-1-15 10-3-14 5-1-15 0-0-4 4-3-10 0-0-4 10.00 12 Plate Offsets (X,Y)-- [1:0-7-1,Edge], [2:0-3-13,0-2-0], [3:0-4-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Job 10_SHADOW_WOOD Truss V10 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462407 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:42 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Nqm9PiQcmioEY4eI8iYdj0IZ8AeS_D71hBLuPjyCfAZ Scale = 1:23.6 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 8-3-14 8-3-9 4-1-15 4-1-15 8-3-14 4-1-15 0-0-4 3-5-10 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P Job 10_SHADOW_WOOD Truss V11 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462408 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:42 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Nqm9PiQcmioEY4eI8iYdj0IcgAhi_DU1hBLuPjyCfAZ Scale = 1:18.6 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 6-3-14 6-3-9 3-1-15 3-1-15 6-3-14 3-1-15 0-0-4 2-7-10 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.27 Job 10_SHADOW_WOOD Truss V12 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462409 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:43 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-r0JXc2REX0w4AEDUiP3sGDrqta?yjg9Awr5Rx9yCfAY Scale = 1:11.8 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 4-3-14 4-3-9 2-1-15 2-1-15 4-3-14 2-1-15 0-0-4 1-9-10 0-0-4 10.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 Job 10_SHADOW_WOOD Truss V13 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462410 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:43 2018 Page 1 ID:sPeFJZNuEf5mNGk?_?LAbdyCfjM-r0JXc2REX0w4AEDUiP3sGDrrOa3ujg9Awr5Rx9yCfAY Scale = 1:7.6 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 2-3-14 2-3-9 1-1-15 1-1-15 2-3-14 1-1-15 0-0-4 0-11-10 0-0-4 10.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.02 Job 10_SHADOW_WOOD Truss V14 Truss Type VALLEY Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462411 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:44 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-JDtvqNRsIK2xnOohG7a5oROyX_LCS6LK9Vq?UbyCfAX Scale = 1:25.2 1 2 3 4 3x6 4x6 2x4 3x6 0-0-5 0-0-5 9-3-14 9-3-9 4-7-15 4-7-15 9-3-14 4-7-15 0-0-4 3-10-10 0-0-4 10.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [3:0-1-8,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH Job 10_SHADOW_WOOD Truss V15 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462412 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:44 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-JDtvqNRsIK2xnOohG7a5oROxX_M7S7qK9Vq?UbyCfAX Scale = 1:20.8 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 7-3-14 7-3-9 3-7-15 3-7-15 7-3-14 3-7-15 0-0-4 3-0-10 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.38 Job 10_SHADOW_WOOD Truss V16 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462413 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:45 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-nPRH1jSU3dAoPXNtpq5KLew9GOkHBaLTN9aY02yCfAW Scale = 1:16.3 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 5-3-14 5-3-9 2-7-15 2-7-15 5-3-14 2-7-15 0-0-4 2-2-10 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 Job 10_SHADOW_WOOD Truss V17 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462414 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:45 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-nPRH1jSU3dAoPXNtpq5KLewBDOjcBafTN9aY02yCfAW Scale = 1:9.7 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 3-3-14 3-3-9 1-7-15 1-7-15 3-3-14 1-7-15 0-0-4 1-4-10 0-0-4 10.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 Job 10_SHADOW_WOOD Truss V18 Truss Type GABLE Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462415 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:46 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Fb?gF3T7qxJf1hy3NYdZtsTHAo2Yw04ccpJ5YUyCfAV Scale = 1:17.2 1 2 3 5 4 6 3x4 2x4 2x4 2x4 2x4 9-1-3 9-1-3 9-4-5 0-3-2 0-0-4 2-3-7 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.25 0.05 DEFL. Job 10_SHADOW_WOOD Truss V19 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462416 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:47 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-jnZ2SPUlbFRWerXGxF8oQ30U3BPLfT8mrT3f4wyCfAU Scale = 1:9.7 1 2 3 2x4 2x4 2x4 3-3-10 3-3-10 0-0-4 1-4-8 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.23 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job 10_SHADOW_WOOD Truss V20 Truss Type Valley Qty 1 Ply 1 10 Shadow Wood Job Reference (optional) I35462417 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 3 14:04:47 2018 Page 1 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-jnZ2SPUlbFRWerXGxF8oQ30PRBHIfT8mrT3f4wyCfAU Scale = 1:12.4 1 2 3 3x4 2x4 2x4 6-8-8 6-8-8 0-0-4 1-8-2 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.53 0.66 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=223/6-7-8, 3=223/6-7-8 Max Horz 1=45(LC 5) Max Uplift 1=-17(LC 4), 3=-22(LC 6) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=106/3-3-1, 3=106/3-3-1 Max Horz 1=37(LC 5) Max Uplift 1=-5(LC 6), 3=-13(LC 6) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=144/9-4-5, 4=117/9-4-5, 5=406/9-4-5 Max Horz 1=73(LC 6) Max Uplift 1=-5(LC 5), 4=-10(LC 7), 5=-44(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-292/147 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. December 4,2018 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 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=110/3-3-4, 3=110/3-3-4 Max Horz 1=-27(LC 4) Max Uplift 1=-4(LC 6), 3=-4(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 0.12 0.02 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=108/5-3-4, 3=108/5-3-4, 4=164/5-3-4 Max Horz 1=-46(LC 4) Max Uplift 1=-16(LC 7), 3=-19(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 0.25 0.04 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: 15 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=153/7-3-4, 3=153/7-3-4, 4=233/7-3-4 Max Horz 1=-65(LC 4) Max Uplift 1=-22(LC 7), 3=-27(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 0.31 0.30 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=180/9-3-4, 3=180/9-3-4, 4=330/9-3-4 Max Horz 1=83(LC 5) Max Uplift 1=-16(LC 7), 3=-22(LC 7) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. December 4,2018 0.05 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: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=61/2-3-4, 3=61/2-3-4 Max Horz 1=-15(LC 4) Max Uplift 1=-2(LC 6), 3=-2(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 0.31 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: 7 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 4-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=150/4-3-4, 3=150/4-3-4 Max Horz 1=-36(LC 4) Max Uplift 1=-5(LC 6), 3=-5(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 0.18 0.03 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: 13 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=131/6-3-4, 3=131/6-3-4, 4=198/6-3-4 Max Horz 1=56(LC 5) Max Uplift 1=-19(LC 7), 3=-23(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 0.50 0.32 0.05 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 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=176/8-3-4, 3=176/8-3-4, 4=268/8-3-4 Max Horz 1=-75(LC 4) Max Uplift 1=-25(LC 7), 3=-31(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 Matrix-SH 0.36 0.28 0.08 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: 25 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=191/10-3-4, 3=191/10-3-4, 4=383/10-3-4 Max Horz 1=-93(LC 4) Max Uplift 1=-13(LC 6), 3=-18(LC 7), 4=-2(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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=234/12-3-14, 3=234/12-3-14, 4=453/12-3-14 Max Horz 1=-112(LC 4) Max Uplift 1=-17(LC 6), 3=-24(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 0.26 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: 7 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 4-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=139/4-0-3, 3=139/4-0-3 Max Horz 1=-33(LC 4) Max Uplift 1=-5(LC 6), 3=-5(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 0.17 0.03 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: 12 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=125/6-0-13, 3=125/6-0-13, 4=193/6-0-13 Max Horz 1=-52(LC 4) Max Uplift 1=-18(LC 6), 3=-22(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 0.31 0.05 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 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=171/8-1-7, 3=171/8-1-7, 4=264/8-1-7 Max Horz 1=-72(LC 4) Max Uplift 1=-25(LC 6), 3=-30(LC 7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 Matrix-SH 0.32 0.25 0.08 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: 26 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=190/10-2-1, 3=190/10-2-1, 4=372/10-2-1 Max Horz 1=-89(LC 4) Max Uplift 1=-14(LC 6), 3=-20(LC 7) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. December 4,2018 0.47 0.37 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: 32 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=231/12-2-11, 3=231/12-2-11, 4=453/12-2-11 Max Horz 1=108(LC 5) Max Uplift 1=-17(LC 6), 3=-24(LC 7) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. December 4,2018 TC BC WB Matrix-SH 0.36 0.13 0.12 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-3-5. (lb) - Max Horz 1=-129(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-117(LC 6), 6=-117(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=388(LC 1), 8=343(LC 10), 6=343(LC 11) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=117, 6=117. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. December 4,2018 CSI. TC BC WB Matrix-SH 0.17 0.42 0.15 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: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-3-15. (lb) - Max Horz 1=-148(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-131(LC 6), 6=-130(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=396(LC 1), 9=421(LC 10), 6=421(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-278/174, 4-6=-278/173 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=131, 6=130. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. December 4,2018 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.63 0.82 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 206 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=5884/0-3-8, 6=6437/0-3-8 Max Horz 10=-164(LC 3) Max Uplift 10=-323(LC 5), 6=-319(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6131/362, 2-3=-4917/341, 3-4=-4916/341, 4-5=-6557/354, 1-10=-5665/321, 5-6=-6048/315 BOT CHORD 9-10=-160/259, 8-9=-309/4656, 7-8=-232/4981, 6-7=-17/301 WEBS 3-8=-346/5918, 4-8=-1543/156, 4-7=-68/1833, 2-8=-1145/162, 2-9=-75/1328, 1-9=-246/4705, 5-7=-241/5009 NOTES- (9-10) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x3 - 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) 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) except (jt=lb) 10=323, 6=319. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1764 lb down and 105 lb up at 2-0-12, 1764 lb down and 105 lb up at 4-0-12, 1764 lb down and 105 lb up at 6-0-12, 1764 lb down and 105 lb up at 8-0-12, and 2084 lb down and 103 lb up at 10-0-12, and 2091 lb down and 88 lb up at 12-0-12 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 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. December 4,2018 4-11-3 44-11-0 11-9-10 3-2-2 3-2-2 9-10-5 6-8-3 17-1-5 7-3-0 19-4-5 2-3-0 23-9-4 4-4-15 28-2-3 4-4-15 30-5-3 2-3-0 37-8-3 7-3-0 44-11-0 7-2-13 45-10-0 0-11-0 2-2-14 10-3-11 3-4-0 10-1-12 5.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-1-5], [16:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.79 0.78 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -1.07 0.16 (loc) 13-14 13-14 13 l/defl >999 >499 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 207 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-21: 2x4 SPF-S Stud, 11-13,10-13,7-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 8-16, 8-14, 2-21, 7-17 2 Rows at 1/3 pts 10-13 REACTIONS. (lb/size) 21=2111/Mechanical, 13=2260/0-3-8 (req. 0-3-9) Max Horz 21=-77(LC 7) Max Uplift 21=-76(LC 6), 13=-94(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2608/319, 3-5=-3009/409, 5-6=-2675/415, 7-8=-2591/405, 8-10=-2748/370, 11-13=-329/152, 6-7=-2491/399 BOT CHORD 20-21=-145/1885, 19-20=-199/2762, 17-19=-97/2588, 16-17=-57/2410, 14-16=-78/2447, 13-14=-150/2192 WEBS 2-20=0/901, 3-20=-667/107, 5-19=-42/398, 5-17=-432/142, 10-14=0/524, 2-21=-2758/264, 10-13=-2685/265, 6-17=-31/560, 7-16=-48/512, 7-17=-101/286 NOTES- (13-14) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 13. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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. December 4,2018 24-2-3 0-4-15 33-1-6 8-11-3 44-11-0 11-9-10 3-2-2 3-2-2 9-10-5 6-8-3 17-1-5 7-3-0 23-4-5 6-3-0 23-9-4 0-4-15 24-2-3 0-4-15 30-5-3 6-3-0 37-8-3 7-3-0 44-11-0 7-2-13 45-10-0 0-11-0 2-2-14 11-11-11 3-4-0 11-9-12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.71 0.99 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.95 0.18 (loc) 13-14 13-14 13 l/defl >999 >562 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,8-16,11-13,10-13,7-16,6-17: 2x4 SPF No.2 1-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-12 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-20, 5-17, 8-16, 2-21 2 Rows at 1/3 pts 10-13 REACTIONS. (lb/size) 21=2104/Mechanical, 13=2235/0-3-8 Max Horz 21=-92(LC 7) Max Uplift 21=-91(LC 6), 13=-112(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2588/335, 3-5=-3019/423, 5-6=-2388/415, 7-8=-2379/416, 8-10=-2721/385, 11-13=-330/155, 6-7=-2129/411 BOT CHORD 20-21=-156/1874, 19-20=-211/2756, 17-19=-124/2570, 16-17=-22/2129, 14-16=-103/2397, 13-14=-159/2166 WEBS 2-20=0/880, 3-20=-691/103, 5-19=-3/548, 5-17=-838/181, 8-16=-577/150, 10-14=0/476, 2-21=-2733/284, 10-13=-2661/273, 7-16=-85/558, 6-17=-79/786 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 13=112. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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. December 4,2018 7-3-0 23-9-4 6-7-15 30-5-3 6-7-15 37-8-3 7-3-0 44-11-0 7-2-13 45-10-0 0-11-0 2-2-14 12-1-12 3-4-0 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.67 0.80 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.91 0.17 (loc) 12-13 12-13 12 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-15,6-15,7-15,10-12,9-12: 2x4 SPF No.2, 1-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 7-15, 7-13, 2-19, 9-12 REACTIONS. (lb/size) 19=1784/Mechanical, 12=1850/0-3-8 Max Horz 19=-95(LC 7) Max Uplift 19=-93(LC 6), 12=-114(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2150/337, 3-5=-2451/425, 5-6=-1922/413, 6-7=-1922/413, 7-9=-2189/387, 10-12=-307/156 BOT CHORD 18-19=-157/1569, 17-18=-212/2270, 15-17=-126/2093, 13-15=-105/1942, 12-13=-160/1768 WEBS 2-18=0/685, 3-18=-562/103, 5-17=0/407, 5-15=-717/188, 6-15=-171/1042, 7-15=-502/151, 9-13=0/359, 2-19=-2280/285, 9-12=-2195/275 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) 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) 19 except (jt=lb) 12=114. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 5-0-6 9-10-5 4-9-15 17-1-5 7-3-0 23-9-4 6-7-15 30-5-3 6-7-15 37-8-3 7-3-0 44-11-0 7-2-13 45-10-0 0-11-0 3-0-15 12-1-12 3-4-0 3.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.67 0.81 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.92 0.15 (loc) 12-13 12-13 12 l/defl >999 >585 n/a L/d 240 180 n/a PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-15,6-15,7-15,10-12,9-12: 2x4 SPF No.2, 1-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 7-15, 7-13, 9-12 REACTIONS. (lb/size) 19=1784/Mechanical, 12=1850/0-3-8 Max Horz 19=-100(LC 7) Max Uplift 19=-93(LC 6), 12=-113(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2029/283, 2-3=-2154/360, 3-5=-2446/420, 5-6=-1923/413, 6-7=-1922/412, 7-9=-2189/386, 1-19=-1749/240, 10-12=-307/156 BOT CHORD 17-18=-205/2260, 15-17=-126/2095, 13-15=-104/1942, 12-13=-159/1768 WEBS 2-18=-586/162, 3-18=-493/70, 5-17=0/404, 5-15=-721/189, 6-15=-171/1045, 7-15=-503/152, 9-13=0/359, 1-18=-233/2198, 9-12=-2195/274 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) 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) 19 except (jt=lb) 12=113. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 9-4-2 33-1-6 9-4-2 42-6-5 9-4-15 50-11-0 8-4-11 5-0-6 5-0-6 9-10-5 4-9-15 17-1-5 7-3-0 23-9-4 6-7-15 30-5-3 6-7-15 37-8-3 7-3-0 44-4-6 6-8-3 50-11-0 6-6-10 51-10-0 0-11-0 3-0-15 12-1-12 0-10-0 3.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.91 0.86 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.81 0.23 (loc) 15-17 15-17 13 l/defl >999 >696 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 221 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-14: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 13-16,16-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-22,5-18,6-18,7-18: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-22, 5-21, 5-18, 7-18 REACTIONS. (lb/size) 22=2206/0-3-8, 13=1914/0-3-8 Max Horz 22=-128(LC 7) Max Uplift 22=-173(LC 6), 13=-137(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-2066/347, 5-6=-2027/412, 6-7=-2026/412, 7-9=-2876/466, 9-11=-3406/488, 11-13=-3552/476 BOT CHORD 21-22=-68/1480, 18-21=-74/1913, 17-18=-141/2370, 15-17=-275/2936, 13-15=-349/3172 WEBS 2-22=-305/126, 3-22=-2244/314, 3-21=0/587, 5-21=-279/100, 5-18=-330/140, 6-18=-171/1122, 7-18=-990/230, 7-17=-48/726, 9-17=-611/200, 9-15=-8/339 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) All plates are MT20 plates unless otherwise indicated. 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) 22=173, 13=137. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 10-8-2 0-10-10 20-0-14 9-4-12 29-5-0 9-4-2 38-9-2 9-4-2 48-2-1 9-4-15 56-6-12 8-4-11 -0-11-0 0-11-0 5-9-8 5-9-8 10-8-2 4-10-10 15-6-3 4-10-1 22-9-1 7-2-13 29-5-0 6-7-15 36-0-15 6-7-15 43-3-15 7-3-0 50-0-2 6-8-3 56-6-12 6-6-10 57-5-12 0-11-0 1-8-0 12-1-12 0-10-0 3.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-3-0], [24:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.78 0.77 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.42 -0.86 0.18 (loc) 16-18 16-18 14 l/defl >999 >656 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 255 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-15: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 17-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-23,7-19,8-19,9-19: 2x4 SPF No.2, 2-25: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-21, 7-19, 9-19 2 Rows at 1/3 pts 5-23 REACTIONS. (lb/size) 25=-60/0-3-8, 23=3285/0-3-8, 14=2116/0-3-8 Max Horz 25=-115(LC 7) Max Uplift 25=-206(LC 11), 23=-148(LC 6), 14=-135(LC 7) Max Grav 25=55(LC 10), 23=3285(LC 1), 14=2116(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-67/718, 3-4=-151/1285, 4-5=-87/1361, 5-7=-2128/314, 7-8=-2266/396, 8-9=-2265/395, 9-10=-3309/449, 10-12=-3881/475, 12-14=-3987/463, 2-25=0/267 BOT CHORD 23-24=-663/166, 21-23=-46/1221, 19-21=-49/2032, 18-19=-125/2702, 16-18=-260/3349, 14-16=-336/3585 WEBS 3-23=-689/160, 5-23=-3512/380, 5-21=0/1115, 7-21=-493/120, 8-19=-158/1306, 9-19=-1178/230, 10-18=-633/200, 10-16=-10/369, 2-24=-752/116, 9-18=-48/961 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=206, 23=148, 14=135. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 9-4-12 29-5-0 9-4-2 38-9-2 9-4-2 48-2-1 9-4-15 56-6-12 8-4-11 -0-11-0 0-11-0 5-9-8 5-9-8 10-8-2 4-10-10 15-6-3 4-10-1 22-9-1 7-2-13 29-5-0 6-7-15 36-0-15 6-7-15 43-3-15 7-3-0 50-0-2 6-8-3 56-6-12 6-6-10 57-5-12 0-11-0 1-8-0 12-1-12 0-10-0 3.00 12 5.00 12 Plate Offsets (X,Y)-- [24:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.68 0.90 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.79 0.20 (loc) 16-18 16-18 14 l/defl >999 >770 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 254 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-15: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 17-20: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-23,7-19,8-19,9-19: 2x4 SPF No.2, 2-25: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-23, 7-21, 7-19, 9-19, 2-24 REACTIONS. (lb/size) 25=-539/0-3-8, 24=3178/0-3-8, 14=1993/0-3-8 Max Horz 25=-115(LC 7) Max Uplift 25=-539(LC 1), 24=-170(LC 6), 14=-137(LC 7) Max Grav 25=14(LC 7), 24=3178(LC 1), 14=1993(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-208/1650, 3-4=-1237/175, 4-5=-1309/242, 5-7=-2463/418, 7-8=-2225/447, 8-9=-2223/447, 9-10=-3066/500, 10-12=-3597/520, 12-14=-3706/507, 2-25=-6/574 BOT CHORD 23-24=-1555/267, 21-23=-161/2025, 19-21=-127/2209, 18-19=-172/2549, 16-18=-305/3110, 14-16=-376/3336 WEBS 3-24=-2652/401, 3-23=-357/3149, 4-23=-422/134, 5-23=-1354/185, 5-21=0/356, 7-19=-514/156, 8-19=-198/1274, 9-19=-986/229, 10-18=-610/198, 10-16=-8/342, 2-24=-1624/250, 9-18=-47/719 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) All plates are MT20 plates unless otherwise indicated. 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) 25=539, 24=170, 14=137. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 16-8-0 7-11-2 21-9-0 5-1-0 28-11-0 7-2-0 36-5-14 7-6-14 37-2-13 0-8-15 45-7-8 8-4-11 -0-11-0 0-11-0 5-9-8 5-9-8 6-6-10 0-9-2 11-2-3 4-7-9 13-2-13 2-0-10 16-8-0 3-5-3 21-9-0 5-1-0 27-1-12 5-4-12 28-11-0 1-9-4 33-9-11 4-10-11 41-0-11 7-3-0 45-7-8 4-6-13 0-10-0 12-1-12 4-5-5 3-0-0 5.00 12 Plate Offsets (X,Y)-- [17:0-3-8,0-1-8], [21:0-10-12,0-4-4], [22: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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.89 0.84 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -1.05 0.47 (loc) 21 22-24 15 l/defl >999 >519 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 227 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-23,19-21,15-17: 2x4 SPF 2100F 1.8E, 7-22: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 21-24: 2x4 SPF 2100F 1.8E, 14-15,13-15: 2x4 SPF-S Stud 11-16,9-20: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 10-19 WEBS 1 Row at midpt 6-24, 7-20, 11-16, 13-15 REACTIONS. (lb/size) 2=1875/0-3-8, 15=1819/0-3-8 Max Horz 2=136(LC 6) Max Uplift 2=-135(LC 6), 15=-69(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3476/477, 4-6=-3317/481, 6-7=-4927/667, 7-8=-3484/509, 8-9=-3498/596, 9-10=-2572/468, 10-11=-2640/441, 11-13=-1878/343 BOT CHORD 2-24=-395/3106, 7-21=-160/1506, 20-21=-418/4509, 19-20=-70/2256, 15-16=-102/1218 WEBS 6-24=-1724/217, 21-24=-483/4324, 6-21=0/568, 7-20=-1759/268, 8-20=-349/162, 16-19=-135/2128, 11-19=0/623, 11-16=-1237/149, 13-16=0/714, 13-15=-2015/270, 9-19=-78/645, 9-20=-274/1752 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) All plates are MT20 plates unless otherwise indicated. 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 except (jt=lb) 2=135. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 28-11-0 1-10-8 36-5-14 7-6-14 37-2-0 0-8-2 45-7-8 8-5-8 -0-11-0 0-11-0 6-6-10 6-6-10 13-2-13 6-8-3 20-5-13 7-3-0 27-1-12 6-7-15 28-11-0 1-9-4 33-9-11 4-10-11 34-5-0 0-7-5 39-11-0 5-6-0 41-0-11 1-1-11 45-7-8 4-6-13 0-10-0 12-1-12 4-5-5 3-0-0 5.00 12 Plate Offsets (X,Y)-- [17:0-3-8,0-1-8], [20:0-7-8,0-3-12] 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.87 0.91 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.88 0.32 (loc) 22-24 22-24 15 l/defl >999 >624 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 229 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-23: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-22,11-16,9-19: 2x4 SPF No.2, 14-15,13-15: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 10-19 WEBS 1 Row at midpt 8-22, 8-20, 11-16, 13-15 REACTIONS. (lb/size) 2=1875/0-3-8, 15=1819/0-3-8 Max Horz 2=137(LC 6) Max Uplift 2=-134(LC 6), 15=-70(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3463/473, 4-6=-3327/485, 6-8=-2768/460, 8-9=-2593/441, 9-10=-2576/475, 10-11=-2637/444, 11-13=-1878/343 BOT CHORD 2-24=-390/3099, 22-24=-316/2852, 9-20=-149/1384, 19-20=-67/2296, 15-16=-102/1218 WEBS 6-24=-7/355, 6-22=-625/200, 20-22=-231/2624, 8-20=-442/184, 16-19=-144/2115, 11-19=0/615, 11-16=-1233/152, 13-16=0/714, 13-15=-2013/271, 9-19=-119/477 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) All plates are MT20 plates unless otherwise indicated. 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 except (jt=lb) 2=134. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 3x6 3x4 6x16 3x8 2x4 5x12 2-3-8 2-3-8 4-4-9 2-1-1 7-11-6 3-6-14 12-8-0 4-8-10 15-11-7 3-3-7 20-10-0 4-10-9 25-8-8 4-10-8 27-1-12 1-5-4 37-10-2 10-8-6 45-7-8 7-9-6 -0-11-0 0-11-0 2-3-8 2-3-8 4-4-9 2-1-1 7-11-6 3-6-14 12-8-0 4-8-10 15-11-7 3-3-7 20-10-0 4-10-9 25-8-8 4-10-8 27-1-12 1-5-4 33-5-10 6-3-14 42-4-3 8-10-8 45-7-8 3-3-5 0-10-0 12-1-12 4-5-5 3-0-0 0-8-0 0-8-0 5.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-12], [21:0-7-4,0-4-0], [22:0-4-12,0-2-4], [27:0-2-8,0-1-8], [31:0-2-9,0-1-1], [31:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.75 0.83 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.45 -1.27 0.40 (loc) 18-20 18-20 17 l/defl >999 >427 n/a L/d 240 180 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 26-29,17-19: 2x4 SPF 2100F 1.8E, 7-25: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 12-20,13-18,2-29,10-24,11-23,18-21: 2x4 SPF No.2 2-31: 2x6 SPF No.2, 16-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-24, 13-18, 15-17, 10-24, 11-23 REACTIONS. (lb/size) 31=1885/0-3-8, 17=1891/0-3-8 Max Horz 31=147(LC 6) Max Uplift 31=-142(LC 6), 17=-70(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3941/502, 3-4=-4287/572, 4-6=-4032/541, 6-7=-3496/504, 7-8=-3455/556, 8-10=-2901/516, 10-11=-2729/457, 11-12=-2666/489, 12-13=-2585/439, 13-15=-1840/320, 2-31=-1804/283 BOT CHORD 30-31=-100/508, 28-29=-502/4042, 27-28=-502/4042, 26-27=-430/3689, 17-18=-81/1007, 21-22=-69/2329 WEBS 4-27=-390/80, 6-27=0/331, 6-26=-615/119, 24-26=-151/2466, 8-26=-219/1201, 8-24=-1102/266, 10-22=-393/173, 12-21=-66/793, 13-21=0/449, 13-18=-1125/182, 15-18=0/898, 15-17=-2035/280, 2-29=-382/3011, 12-22=-209/1020, 22-24=-220/2749, 18-21=-148/2149 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 31=142. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 2-3-8 2-3-8 4-4-9 2-1-1 7-11-6 3-6-14 12-8-0 4-8-10 15-11-7 3-3-7 20-5-15 4-6-8 27-1-12 6-7-13 36-5-14 9-4-2 45-7-8 9-1-10 -0-11-0 0-11-0 2-3-8 2-3-8 4-4-9 2-1-1 7-11-6 3-6-14 12-8-0 4-8-10 15-11-7 3-3-7 20-5-15 4-6-8 27-1-12 6-7-13 33-9-11 6-7-15 41-0-9 7-2-14 45-7-8 4-6-15 0-10-0 12-1-12 4-5-5 0-8-0 5.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-12], [24:0-2-8,0-1-8], [28:0-2-9,0-1-1], [28:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.74 0.89 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -1.17 0.29 (loc) 19-21 19-21 16 l/defl >999 >465 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 215 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-26: 2x4 SPF 2100F 1.8E, 7-22: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-19,11-19,12-19,2-26: 2x4 SPF No.2, 2-28: 2x6 SPF No.2 15-16,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-21, 10-19, 12-19, 12-17, 14-16 REACTIONS. (lb/size) 28=1880/0-3-8, 16=1809/0-3-8 Max Horz 28=147(LC 6) Max Uplift 28=-141(LC 6), 16=-69(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3928/500, 3-4=-4274/570, 4-6=-4017/538, 6-7=-3483/502, 7-8=-3450/558, 8-10=-2869/505, 10-11=-1916/402, 11-12=-1920/404, 12-14=-1857/341, 2-28=-1798/282 BOT CHORD 27-28=-99/507, 25-26=-500/4030, 24-25=-500/4029, 23-24=-428/3676, 19-21=-181/2239, 17-19=-113/1754, 16-17=-100/1211 WEBS 4-24=-391/81, 6-24=0/332, 6-23=-612/118, 21-23=-149/2448, 8-23=-226/1220, 8-21=-1066/250, 10-19=-938/235, 11-19=-160/1032, 12-19=-251/146, 12-17=-401/96, 14-17=0/713, 14-16=-2001/266, 2-26=-381/3002, 10-21=-103/844 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) All plates are MT20 plates unless otherwise indicated. 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) 16 except (jt=lb) 28=141. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 7-7-12 31-1-11 7-11-14 38-3-6 7-1-10 45-7-8 7-4-2 0-10-0 10-3-13 10-5-12 4-5-5 10-3-13 5.00 12 Plate Offsets (X,Y)-- [8:0-6-0,0-1-5], [10:0-2-5,Edge], [12:0-2-8,0-2-0], [13:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.92 0.72 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.93 0.15 (loc) 15-17 15-17 11 l/defl >999 >587 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-15: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 4-3-7 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-4-4 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-15, 8-15, 8-13, 10-11 REACTIONS. (lb/size) 2=1875/0-3-8, 11=1819/0-3-8 Max Horz 2=124(LC 5) Max Uplift 2=-122(LC 6), 11=-49(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3431/478, 4-6=-3227/442, 6-7=-2355/402, 7-8=-2092/406, 8-9=-2022/371, 9-10=-1787/287, 10-11=-1749/258 BOT CHORD 2-17=-382/3108, 15-17=-263/2691, 13-15=-73/1798, 12-13=-101/1582 WEBS 4-17=-290/179, 6-17=0/552, 6-15=-818/218, 7-15=0/493, 8-15=-66/596, 9-13=0/429, 9-12=-752/176, 10-12=-167/1781 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) 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 except (jt=lb) 2=122. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. December 4,2018 TC BC WB Matrix-AS 0.92 0.31 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 7=543/0-3-8, 5=611/0-3-8 Max Horz 7=-181(LC 4) Max Uplift 7=-16(LC 6), 5=-48(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-536/85, 2-3=-541/88, 1-7=-479/77, 3-5=-547/112 BOT CHORD 6-7=-187/253 WEBS 2-6=0/270 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.92 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 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* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 8=609/0-3-8, 6=609/0-3-8 Max Horz 8=-170(LC 4) Max Uplift 8=-49(LC 6), 6=-49(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-537/88, 3-4=-537/88, 2-8=-545/113, 4-6=-545/113 BOT CHORD 7-8=-211/262 WEBS 3-7=0/272 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.93 0.73 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.03 (loc) 7-9 7-9 6 l/defl >999 >491 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 9=825/0-3-8, 6=825/0-3-8 Max Horz 9=-235(LC 4) Max Uplift 9=-26(LC 6), 6=-26(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-318/0, 2-3=-759/136, 3-4=-759/136, 4-5=-318/0 BOT CHORD 7-9=-111/629, 6-7=-30/629 WEBS 3-7=-21/494, 2-9=-740/159, 4-6=-740/159 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.93 0.73 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.03 (loc) 7-8 8-10 7 l/defl >999 >490 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 10=890/0-3-8, 7=823/0-3-8 Max Horz 10=249(LC 5) Max Uplift 10=-59(LC 6), 7=-26(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/1, 3-4=-757/136, 4-5=-757/136, 5-6=-318/0 BOT CHORD 8-10=-112/620, 7-8=-30/627 WEBS 4-8=-21/493, 3-10=-748/141, 5-7=-737/159 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.93 0.73 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.03 (loc) 9-11 9-11 8 l/defl >999 >491 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 11=889/0-3-8, 8=889/0-3-8 Max Horz 11=-238(LC 4) Max Uplift 11=-59(LC 6), 8=-59(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/1, 3-4=-755/136, 4-5=-755/136, 5-6=-318/1 BOT CHORD 9-11=-102/619, 8-9=-3/619 WEBS 4-9=-21/491, 3-11=-746/141, 5-8=-746/141 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the 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. December 4,2018 10.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-4], [5:0-4-0,0-1-4] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.87 0.60 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.02 (loc) 9-10 9-10 9 l/defl >999 >579 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 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* 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 13=889/0-3-8, 9=889/0-3-8 Max Horz 13=-217(LC 4) Max Uplift 13=-58(LC 6), 9=-58(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/20, 3-4=-771/142, 4-5=-504/160, 5-6=-770/142, 6-7=-308/20, 2-13=-253/54, 7-9=-253/54 BOT CHORD 11-13=-103/610, 10-11=0/503, 9-10=0/610 WEBS 3-13=-726/119, 6-9=-724/119 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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. December 4,2018 8-1-15 10.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-4], [5:0-4-0,0-1-4] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.72 0.44 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.02 (loc) 11-13 11-13 9 l/defl >999 >837 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 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* 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-10 REACTIONS. (lb/size) 9=889/0-3-8, 13=889/0-3-8 Max Horz 13=-198(LC 4) Max Uplift 9=-56(LC 7), 13=-56(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/49, 3-4=-787/145, 4-5=-534/153, 5-6=-787/145, 6-7=-273/49, 2-13=-269/79, 7-9=-269/79 BOT CHORD 11-13=-106/600, 10-11=-36/534, 9-10=0/600 WEBS 3-13=-714/83, 6-9=-715/83 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 13. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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. December 4,2018 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.57 0.33 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.02 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 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* 2-11,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8 REACTIONS. (lb/size) 11=889/0-3-8, 7=889/0-3-8 Max Horz 11=178(LC 5) Max Uplift 11=-53(LC 6), 7=-53(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-902/118, 3-4=-581/152, 4-5=-902/117, 2-11=-816/136, 5-7=-816/137 BOT CHORD 9-11=-203/302, 8-9=-65/580, 7-8=-101/303 WEBS 2-9=-111/344, 5-8=-117/344 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) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 4%, joint 5 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. December 4,2018 18-5-2 9-2-9 0-0-4 7-5-13 0-0-4 9.75 12 Plate Offsets (X,Y)-- [21:0-1-4,0-0-0], [22:0-3-0,0-1-4], [22:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.05 0.04 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 220 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 18-5-2. (lb) - Max Horz 1=-166(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 20, 21, 23, 24, 25, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 19, 20, 21, 23, 24, 25, 18, 17, 16, 15, 14 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 20, 21, 23, 24, 25, 18, 17, 16, 15, 14. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. December 4,2018 WB Matrix-P 0.20 0.12 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-3-10. (lb) - Max Horz 1=92(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7, 8, 9. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. December 4,2018 CSI. TC BC WB Matrix-R 0.13 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 50 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* 6-7: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-3-8. (lb) - Max Horz 11=107(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 7, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 11, 7, 8, 9, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 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 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7, 8, 9, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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. December 4,2018 45-10-0 0-11-0 2-2-14 8-7-13 8-9-12 3-4-0 8-7-13 5.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0], [49:0-1-4,0-0-0], [50:0-0-0,0-1-12], [60:0-1-13,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.10 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 36 36 37 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 891 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 (10-0-0 max.): 13-25. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 25-47, 24-48, 23-49, 22-51, 21-52, 20-53, 19-54, 18-55, 17-56, 16-57, 15-58, 14-59, 13-61 REACTIONS. All bearings 44-11-0. (lb) - Max Horz 73=69(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 37, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 59, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 45, 44, 43, 42, 41, 40, 39, 38 except 73=-114(LC 7), 72=-158(LC 6) Max Grav All reactions 250 lb or less at joint(s) 73, 37, 47, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 59, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 46, 45, 44, 43, 42, 41, 40, 39, 38 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13-14) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 59, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 45, 44, 43, 42, 41, 40, 39, 38 except (jt=lb) 73=114, 72=158. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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. December 4,2018 15-11-14 45-7-8 10-5-13 0-10-0 8-7-13 8-9-12 4-5-5 8-7-13 5.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-12], [38:Edge,0-2-8], [50:0-1-4,0-0-0], [51:0-0-0,0-1-12], [74:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.06 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 38 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 878 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* 37-38: 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.): 17-29. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-59, 18-58, 19-57, 20-56, 21-55, 22-54, 23-53, 24-52, 25-50, 26-49, 27-48, 28-47, 29-46 REACTIONS. All bearings 45-7-8. (lb) - Max Horz 74=135(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 38, 60, 61, 63, 64, 65, 66, 67, 68, 69, 70, 71, 73, 58, 57, 56, 55, 54, 53, 52, 50, 49, 48, 47, 45, 44, 43, 42, 41, 40, 39 Max Grav All reactions 250 lb or less at joint(s) 74, 38, 59, 60, 61, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 58, 57, 56, 55, 54, 53, 52, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13-14) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 60, 61, 63, 64, 65, 66, 67, 68, 69, 70, 71, 73, 58, 57, 56, 55, 54, 53, 52, 50, 49, 48, 47, 45, 44, 43, 42, 41, 40, 39. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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. December 4,2018 13-11-0 6-11-8 14-10-0 0-11-0 1-3-0 7-0-9 1-3-0 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.09 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 186 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 Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-11-0. (lb) - Max Horz 24=-170(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-106(LC 4), 23=-112(LC 5), 15=-102(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=106, 23=112, 15=102. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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. December 4,2018 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 0-1-10 2-0-0 3-0-0 1-1-8 20-11-0 20-11-0 -0-11-0 0-11-0 6-5-8 6-5-8 14-5-8 8-0-1 20-11-0 6-5-8 21-10-0 0-11-0 1-3-0 6-5-15 6-7-9 1-3-0 6-5-15 10.00 12 Plate Offsets (X,Y)-- [7:0-4-1,Edge], [13:0-4-1,Edge], [42:0-1-12,0-2-0], [44:0-0-0,0-1-4], [45:0-0-0,0-1-4], [46:0-0-0,0-1-4], [47:0-0-0,0-1-4] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 324 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* 2-37,18-20: 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, and 2-0-0 oc purlins (10-0-0 max.): 7-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 38, 39, 40, 45, 47 REACTIONS. All bearings 20-11-0. (lb) - Max Horz 37=159(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 33, 34, 35, 27, 26, 24, 23, 22 except 37=-139(LC 4), 20=-111(LC 5), 36=-128(LC 5), 21=-109(LC 4) Max Grav All reactions 250 lb or less at joint(s) 37, 20, 29, 30, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21, 28 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12-13) 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 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 33, 34, 35, 27, 26, 24, 23, 22 except (jt=lb) 37=139, 20=111, 36=128, 21=109. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. December 4,2018