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HomeMy WebLinkAboutM001.1ARe: Liu, Xuegang Pages or sheets covered by this seal: I33248502 thru I33248543 My license renewal date for the state of Indiana is July 31, 2018. 18040137-A 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: 16A The Grove at Legacy-Roof Trusses The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components-Pittsboro, IN. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 8,2018 Job 18040137-A Truss A Truss Type PIGGYBACK BASE Qty 3 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248502 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:37:59 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-nmbmhGDP?SWXNAVNu8PEacfacecNkHy3NmGdjTzJ_Rs Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 3x6 5x10 5x8 3x6 3x6 3x4 3x6 6x8 2x4 3x4 3x6 4x5 5x8 3x6 5x6 3x6 8-2-15 8-2-15 16-3-7 8-0-8 23-7-1 7-3-9 30-10-0 7-3-0 31-7-9 0-9-9 38-4-8 6-8-15 Job 18040137-A Truss A1 Truss Type PIGGYBACK BASE Qty 7 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248503 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:00 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-Fy98vcE1mleO?K4ZSswT7qCqN10vThtDcQ0BFwzJ_Rr Scale = 1:77.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 22 23 24 25 26 27 28 29 3x6 10x12 5x6 3x6 3x6 2x4 3x6 5x8 2x4 3x4 3x4 4x6 5x8 3x6 4x5 3x6 2x4 8-2-15 8-2-15 16-3-7 8-0-8 19-1-12 2-10-4 23-7-1 4-5-5 30-10-0 7-3-0 31-7-9 0-9-9 38-4-8 Job 18040137-A Truss A2 Truss Type PIGGYBACK BASE Qty 3 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248504 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:01 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-j8iX6yEfX3mFcUel0ZRif1k?6RMMC9uMq4lkoMzJ_Rq Scale = 1:75.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 3x6 5x10 7x10 3x6 5x8 3x4 3x6 3x6 2x4 3x4 5x8 3x6 4x5 2x4 4x6 3x6 8-2-15 8-2-15 16-3-7 8-0-8 23-4-4 7-0-12 23-7-1 0-2-13 31-7-9 8-0-8 38-4-8 6-8-15 8-2-15 Job 18040137-A Truss A2B Truss Type GABLE Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248505 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:03 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-fXqHXeGv3g0zsno87_UAkSpRyF86gD9fIOErsEzJ_Ro Scale = 1:72.8 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 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 4241 40 39 38 37 36 35 34 33 64 3x6 3x6 3x6 5x6 3x6 5x6 3x6 38-4-8 38-4-8 16-3-7 16-3-7 23-7-1 7-3-9 38-4-8 14-9-7 Job 18040137-A Truss A3 Truss Type PIGGYBACK BASE Qty 2 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248506 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:04 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-7jOfl_HXq_8qTxNKhi?PHgMRNfJZPYMoX2_OOhzJ_Rn Scale = 1:78.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 3x6 5x10 5x8 3x6 3x6 3x4 3x6 2x4 3x4 5x8 3x6 6x8 3x6 5x6 3x6 5x6 8-2-15 8-2-15 16-3-7 8-0-8 23-7-1 7-3-9 30-10-0 7-3-0 31-7-9 0-9-9 38-4-8 6-8-15 -1-0-0 Job 18040137-A Truss AB Truss Type GABLE Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248507 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:06 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-46WP9fIoMbOYjFXjp71tM5RzISAZtav5_MTVTZzJ_Rl Scale = 1:74.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 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 36 66 3x6 3x6 5x6 3x6 5x6 3x6 3x4 3x6 38-4-8 Job 18040137-A Truss BB Truss Type GABLE Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248508 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:07 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-YI4oN?JQ7vWPKP6vMqY6vI_92sXCc1fFD0C2?0zJ_Rk Scale = 1:47.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 4x5 3x6 3x4 5x6 3x6 3x4 20-7-0 20-7-0 -1-0-0 1-0-0 10-3-8 10-3-8 20-7-0 10-3-8 21-7-0 1-0-0 0-8-13 7-7-2 0-8-13 8.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-5], [18:0-3-6,0-0-5], [26:0-3-0,0-3-0] LOADING (psf) TCLL TCDL Job 18040137-A Truss BG Truss Type Common Girder Qty 1 Ply 3 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248509 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:09 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-UhBYohLgfWm7aiGIUFba_j3Ldg_B4owXgKh94uzJ_Ri Scale: 1/4"=1' 1 2 3 4 5 876 9 10 11 12 13 14 15 16 17 18 19 20 4x5 7x10 3x10 3x4 3x10 3x4 7x10 7x10 HUS26 HUS26 HUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 5-2-14 5-2-14 10-3-8 5-0-10 15-4-2 5-0-10 20-7-0 5-2-14 5-2-14 5-2-14 10-3-8 5-0-10 15-4-2 5-0-10 20-7-0 5-2-14 0-8-13 7-7-2 0-8-13 8.00 12 Plate Offsets (X,Y)-- [1:0-0-11,0-0-7], [1:0-4-13,0-0-14], [1:Edge,0-3-11], [5:Edge,0-3-11], [5:0-4-13,0-0-14], [5:0-0-11,0-0-7], [7:0-5-0,0-4-8] Job 18040137-A Truss BG Truss Type Common Girder Qty 1 Ply 3 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248509 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:09 2018 Page 2 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-UhBYohLgfWm7aiGIUFba_j3Ldg_B4owXgKh94uzJ_Ri LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-839(F) 12=-839(F) 13=-839(F) 14=-807(F) 15=-807(F) 16=-807(F) 17=-807(F) 18=-807(F) 19=-807(F) 20=-812(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 18040137-A Truss C Truss Type Roof Special Qty 5 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248510 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:10 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-ytlw?1LIPquzBsrU2y6pXxcZm3LwpF4hv_RjcKzJ_Rh Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 21 22 4x5 4x6 3x6 3x10 3x4 3x6 4x5 3x10 2x4 2x4 3x4 4x5 5x8 2x4 3x4 5x8 3x4 4x5 1-11-8 1-11-8 10-3-8 8-4-0 11-10-10 1-7-2 16-1-8 4-2-14 Job 18040137-A Truss C1 Truss Type ROOF SPECIAL Qty 2 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248511 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:11 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-Q3JIDNMwA80qp0Pgbgd2389lITooYjzq8eAG8nzJ_Rg Scale = 1:53.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 23 24 25 26 3x10 3x4 4x5 4x6 3x6 3x6 3x6 2x4 5x8 3x10 2x4 3x4 2x4 3x4 5-4-2 5-4-2 10-3-8 4-11-6 11-10-10 1-7-2 16-1-8 4-2-14 17-11-4 1-9-12 23-10-11 5-11-7 30-4-8 6-5-13 5-4-2 5-4-2 10-3-8 Job 18040137-A Truss CG Truss Type Roof Special Girder Qty 1 Ply 2 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248512 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:12 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-uGthQjNYxR8hRA_t9N8HcMhs_t4iH5A_MIwphDzJ_Rf Scale: 1/4"=1' 1 2 3 4 5 87 6 9 10 11 12 13 14 15 16 4x5 4x5 3x6 3x4 2x4 8x10 4x6 7x10 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 5-4-2 5-4-2 11-10-10 6-6-8 14-10-1 2-11-7 18-1-0 3-2-15 5-4-2 5-4-2 10-3-8 4-11-6 11-10-10 1-7-2 14-10-1 2-11-7 18-1-0 3-2-15 0-8-13 6-6-6 7-7-2 4-5-10 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-11], [1:0-4-13,0-0-14], [1:0-0-11,0-0-7], [7:0-5-0,Edge] LOADING (psf) Job 18040137-A Truss CG1 Truss Type Roof Special Girder Qty 1 Ply 2 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248513 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:13 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-NSR3d3OBilGY2KZ3j5fW8ZE04HRh0bu7bxfNDfzJ_Re Scale: 1/4"=1' 1 2 3 4 5 87 6 9 10 11 12 13 14 15 16 7x10 5x6 5x6 5x8 3x4 JUS28 3x10 10x12 5x6 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 5-4-2 5-4-2 11-10-10 6-6-8 14-10-1 2-11-7 18-1-0 3-2-15 5-4-2 5-4-2 10-3-8 4-11-6 11-10-10 1-7-2 14-10-1 2-11-7 18-1-0 3-2-15 0-8-13 6-6-6 7-7-2 4-5-10 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-1-11,0-2-4], [7:0-6-0,0-6-4] LOADING (psf) Job 18040137-A Truss D Truss Type MONOPITCH Qty 3 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248514 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:13 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-NSR3d3OBilGY2KZ3j5fW8ZE5iHVa0kK7bxfNDfzJ_Re Scale = 1:54.6 1 2 3 4 6 5 11 12 13 14 3x4 3x10 3x4 2x4 3x6 5x6 6-8-7 6-8-7 13-6-8 6-10-1 6-8-7 6-8-7 13-6-8 6-10-1 0-8-13 9-9-2 8.00 12 Plate Offsets (X,Y)-- [1:0-4-10,Edge], [3:0-3-0,0-3-0], [4:0-0-13,0-1-8] 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 Job 18040137-A Truss D1 Truss Type FINK Qty 12 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248515 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:14 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-re?RrOPpT3OPgU8FHoAlhnnEThlVl75HqbPwl6zJ_Rd Scale = 1:66.6 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 25 26 6x8 4x5 3x10 3x6 4x6 3x6 3x6 2x4 3x6 2x4 6x8 4x5 10-3-13 10-3-13 20-9-11 10-5-15 31-1-8 10-3-13 7-9-3 7-9-3 15-6-12 7-9-9 23-4-5 7-9-9 31-1-8 7-9-3 0-8-13 11-1-5 0-8-13 Job 18040137-A Truss D1B Truss Type GABLE Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248516 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:15 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-JrZp2kPREMXGIdjSqVh_E_JVl4FKUeoQ2F8THYzJ_Rc Scale = 1:67.3 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 3x6 4x5 3x6 3x6 3x6 31-1-8 31-1-8 15-6-12 15-6-12 31-1-8 15-6-12 0-8-13 11-1-5 0-8-13 8.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [8:0-2-12,0-1-8], [18:0-2-12,0-1-8], [25:0-1-3,0-1-12], [25:Edge,0-3-8], [26:0-0-0,0-1-12], [49:0-0-0,0-1-12] LOADING (psf) Job 18040137-A Truss DB Truss Type GABLE Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248517 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:16 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-n16BG4Q3?gf7vnIeODDDmCseEUXkD5UZHvu1q_zJ_Rb Scale = 1:55.6 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 3x6 3x6 3x6 5x6 13-6-8 13-6-8 13-6-8 13-6-8 0-8-13 9-9-2 8.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [6:0-3-0,0-3-0], [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 Job 18040137-A Truss E Truss Type Roof Special Qty 3 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248518 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:17 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-FDgaTQRhmzn_XxtqywkSJPPl0upwyU4jWZdaMRzJ_Ra Scale = 1:68.7 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 3x6 5x6 4x6 3x10 5x8 5x10 2x4 5x8 3x6 3x6 3x6 9-8-12 9-8-12 17-8-4 7-11-8 -1-1-12 1-1-12 7-7-9 7-7-9 15-5-0 7-9-7 17-8-4 2-3-4 1-6-4 0-8-1 11-8-9 0-3-8 10-2-6 0-7-4 8.00 12 Job 18040137-A Truss EB Truss Type GABLE Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248519 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:18 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-jQEyhmSJXHvr95S0WeFhrdx_SID1h?bslDN8utzJ_RZ Scale = 1:67.0 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 2221 20 1918 3x6 4x5 3x6 3x6 3x6 3x6 3x4 17-7-0 17-7-0 -1-0-0 1-0-0 15-6-12 15-6-12 17-7-0 2-0-4 0-8-13 11-1-5 9-9-2 8.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-5], [10:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 Job 18040137-A Truss FB Truss Type GABLE Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248520 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:19 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-BcoKu6SxIb1inF1D3LmwOqUC1idBQS90zt6hQJzJ_RY Scale = 1:56.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 21 22 23 24 25 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 44 45 3x6 4x5 3x6 3x6 3x4 3x6 3x6 3x4 25-0-8 25-0-8 -1-0-0 1-0-0 12-6-4 12-6-4 25-0-8 12-6-4 26-0-8 1-0-0 Job 18040137-A Truss FG Truss Type HOWE Qty 1 Ply 3 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248521 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:20 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-foMi6STa3u9ZOPbPd3H9x21Fd5pq9m59CXsEzlzJ_RX Scale = 1:56.7 1 2 3 4 5 876 15 16 17 18 19 20 21 22 23 24 25 26 7x10 5x6 3x10 7x10 5x6 10x12 3x10 5x6 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 6-5-2 6-5-2 12-6-4 6-1-2 18-7-6 6-1-2 25-0-8 6-5-2 6-5-2 6-5-2 12-6-4 6-1-2 18-7-6 6-1-2 25-0-8 6-5-2 0-8-13 9-1-0 0-8-13 8.00 12 Plate Offsets (X,Y)-- [1:0-1-11,0-2-4], [5:0-1-11,0-2-4], [7:0-6-0,0-6-0] LOADING (psf) Job 18040137-A Truss FG Truss Type HOWE Qty 1 Ply 3 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248521 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:20 2018 Page 2 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-foMi6STa3u9ZOPbPd3H9x21Fd5pq9m59CXsEzlzJ_RX LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-1225(B) 16=-1225(B) 17=-1225(B) 18=-1225(B) 19=-1225(B) 20=-1225(B) 21=-1225(B) 22=-1225(B) 23=-1225(B) 24=-1225(B) 25=-1225(B) 26=-1225(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 18040137-A Truss PB Truss Type GABLE Qty 2 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248522 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:21 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-8?w4JoUCqCHQ0YAbBmoOTFZXWVIduNZIRBcoVCzJ_RW Scale = 1:16.3 1 2 3 4 5 6 4x5 2x4 2x4 2x4 7-3-9 7-3-9 3-7-13 3-7-13 7-3-9 3-7-13 0-4-7 2-5-3 0-1-8 0-4-7 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P Job 18040137-A Truss PB1 Truss Type Piggyback Qty 15 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248523 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:21 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-8?w4JoUCqCHQ0YAbBmoOTFZXWVIduNZIRBcoVCzJ_RW Scale = 1:16.3 1 2 3 4 5 6 4x5 2x4 2x4 2x4 7-3-9 7-3-9 3-7-13 3-7-13 7-3-9 3-7-13 0-4-7 2-5-3 0-1-8 0-4-7 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P Job 18040137-A Truss V1 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248524 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:22 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-cBUTW8VqbWPGeilolUKd0T6isvd_dodSgrLL1ezJ_RV Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x5 3x4 5x6 0-0-6 0-0-6 23-3-11 23-3-5 11-7-14 11-7-14 23-3-11 11-7-14 0-0-4 7-9-4 0-0-4 8.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job 18040137-A Truss V2 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248525 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:28 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-QLrknBZbAM9QMdDx5kQ1FkMgUKeF1X2K2nofFIzJ_RP Scale = 1:40.0 1 2 3 4 5 876 9 10 11 12 13 14 3x4 4x5 3x4 2x4 5x6 2x4 2x4 2x4 0-0-6 0-0-6 19-3-11 19-3-5 9-7-14 9-7-14 19-3-11 9-7-14 0-0-4 6-5-4 0-0-4 8.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job 18040137-A Truss V3 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248526 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:29 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-vXP6_XaDxfHHznn8fSyGoxutRj0bm_hUHRYDnkzJ_RO Scale = 1:31.5 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 15-3-11 15-3-5 7-7-14 7-7-14 15-3-11 7-7-14 0-0-4 5-1-4 0-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job 18040137-A Truss V4 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248527 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:30 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-NjzUCtbrizP8bxMKD9TVK9R_G7JbVR4dV5HmJAzJ_RN Scale: 1/2"=1' 1 2 3 4 5 6 7 8 9 10 3x4 4x5 3x4 2x4 0-0-6 0-0-6 11-3-11 11-3-5 5-7-14 5-7-14 11-3-11 5-7-14 0-0-4 3-9-4 0-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job 18040137-A Truss V5 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248528 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:30 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-NjzUCtbrizP8bxMKD9TVK9R3i7MRVSkdV5HmJAzJ_RN Scale = 1:16.9 1 2 3 4 5 6 2x4 4x5 2x4 2x4 0-0-6 0-0-6 7-3-11 7-3-5 3-7-14 3-7-14 7-3-11 3-7-14 0-0-4 2-5-4 0-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Job 18040137-A Truss V6 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248529 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:31 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-rwWsPCcTTHY?D5xWmt_ktM_GlXjQEvXnkl1KsdzJ_RM Scale = 1:8.2 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 3-3-11 3-3-5 1-7-14 1-7-14 3-3-11 1-7-14 0-0-4 1-1-4 0-0-4 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.02 Job 18040137-A Truss V7 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248530 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:31 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-rwWsPCcTTHY?D5xWmt_ktM_B4XgCEuqnkl1KsdzJ_RM Scale = 1:39.0 1 2 3 4 5 876 9 10 11 12 3x4 4x5 3x4 2x4 5x6 2x4 2x4 2x4 0-0-6 0-0-6 18-10-3 18-9-13 9-5-2 9-5-2 18-10-3 9-5-2 0-0-4 6-3-6 0-0-4 8.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job 18040137-A Truss V8 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248531 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:32 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-J64FdYd5EagsqFWjKaVzQaWMbx0DzKCwzPmtO3zJ_RL Scale = 1:45.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x4 4x5 4x5 3x4 3x6 0-0-6 0-0-6 27-2-3 27-1-13 9-7-2 9-7-2 11-2-4 1-7-2 27-2-3 15-11-15 0-0-4 5-4-0 6-4-12 0-0-4 8.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Job 18040137-A Truss V9 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248532 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:33 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-nIedqudj?uojSO5vuH0Cyn3ZYLOUink3B3WQwVzJ_RK Scale = 1:30.6 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 14-10-3 14-9-13 7-5-2 7-5-2 14-10-3 7-5-2 0-0-4 4-11-6 0-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job 18040137-A Truss V10 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248533 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:22 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-cBUTW8VqbWPGeilolUKd0T6fBvbudp9SgrLL1ezJ_RV Scale = 1:36.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 3x4 4x5 4x5 3x4 3x6 0-0-6 0-0-6 9-5-4 9-4-14 21-11-3 12-5-15 7-10-2 7-10-2 9-5-4 1-7-2 21-11-3 12-5-15 0-0-4 4-2-0 5-2-12 0-0-4 8.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Job 18040137-A Truss V11 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248534 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:23 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-4N1rkTWSMpX7FsK_IBrsYgfrjJyeMGTbuV5vZ4zJ_RU Scale = 1:35.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x5 4x5 3x4 3x6 0-0-6 0-0-6 9-2-4 9-1-14 21-2-3 11-11-15 7-7-2 7-7-2 9-2-4 1-7-2 21-2-3 11-11-15 0-0-4 4-0-0 5-0-12 0-0-4 8.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 Job 18040137-A Truss V12 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248535 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:24 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-YZbDxpW467f_t0vAsuM55uBzPjGa5jil79qS6XzJ_RT Scale = 1:22.8 1 2 3 4 5 6 7 8 9 10 2x4 4x5 2x4 2x4 10-9-13 10-9-13 10-10-3 0-0-6 5-5-2 5-5-2 10-10-3 5-5-2 0-0-4 3-7-6 0-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 Job 18040137-A Truss V13 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248536 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:24 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-YZbDxpW467f_t0vAsuM55uB?wjHs5jfl79qS6XzJ_RT Scale = 1:27.3 1 2 3 4 5 876 9 10 11 12 3x6 4x6 4x5 3x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 7-5-4 7-4-14 15-11-3 8-5-15 5-10-2 5-10-2 7-5-4 1-7-2 15-11-3 8-5-15 0-0-4 2-10-0 3-10-12 0-0-4 8.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 Job 18040137-A Truss V14 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248537 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:25 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-0m9b99XitRnrVAUNQctKd5kAb6dUqA1uMpa?ezzJ_RS Scale = 1:25.7 1 2 3 4 5 876 9 10 11 12 13 3x6 4x5 4x5 3x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 7-2-4 7-1-14 15-2-3 7-11-15 5-7-2 5-7-2 7-2-4 1-7-2 15-2-3 7-11-15 0-0-4 2-8-0 3-8-12 0-0-4 8.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 Job 18040137-A Truss V15 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248538 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:25 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-0m9b99XitRnrVAUNQctKd5kCL6fWqBYuMpa?ezzJ_RS Scale: 3/4"=1' 1 2 3 4 2x4 4x5 2x4 2x4 0-0-6 0-0-6 6-10-3 6-9-13 3-5-2 3-5-2 6-10-3 3-5-2 0-0-4 2-3-6 0-0-4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.15 Job 18040137-A Truss V16 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248539 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:26 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-UyjzMVYKekvi6K3Z_JOZAJGM1W?sZej2aTJZAPzJ_RR Scale = 1:18.4 1 2 3 4 65 7 8 2x4 4x5 4x5 2x4 2x4 2x4 0-0-6 0-0-6 5-5-4 5-4-14 9-11-3 4-5-15 3-10-2 3-10-2 5-5-4 1-7-2 9-11-3 4-5-15 0-0-4 1-6-0 2-6-12 0-0-4 8.00 12 4.00 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 18040137-A Truss V17 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248540 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:26 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-UyjzMVYKekvi6K3Z_JOZAJGNqW?3Zem2aTJZAPzJ_RR Scale = 1:17.5 1 2 3 4 5 76 8 9 2x4 4x5 4x5 2x4 2x4 2x4 0-0-6 0-0-6 5-2-4 5-1-14 9-2-3 3-11-15 3-7-2 3-7-2 5-2-4 1-7-2 9-2-3 3-11-15 0-0-4 1-4-0 2-4-12 0-0-4 8.00 12 4.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job 18040137-A Truss V18 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248541 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:27 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-y8HMarZzP21ZkTelX1vojWpatwMqI5XBp736irzJ_RQ Scale = 1:7.5 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 2-10-3 2-9-13 1-5-2 1-5-2 2-10-3 1-5-2 0-0-4 0-11-6 0-0-4 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.02 Job 18040137-A Truss V19 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248542 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:27 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-y8HMarZzP21ZkTelX1vojWpadwL9I5XBp736irzJ_RQ Scale = 1:8.9 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 3-5-4 3-4-14 1-10-2 1-10-2 3-5-4 1-7-2 0-0-4 1-2-12 0-0-4 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 Job 18040137-A Truss V20 Truss Type Valley Qty 1 Ply 1 16A The Grove at Legacy-Roof Trusses Job Reference (optional) I33248543 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon May 7 05:38:29 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-vXP6_XaDxfHHznn8fSyGoxuwIj13m?1UHRYDnkzJ_RO Scale: 1.5"=1' 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 3-2-3 3-1-13 1-7-2 1-7-2 3-2-3 1-7-2 0-0-4 1-0-12 0-0-4 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.02 edge of truss. 1 / 16 " from outside 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 87 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. 1 / 16 " from outside 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 87 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0.06 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=89/3-1-7, 3=89/3-1-7 Max Horz 1=-17(LC 5) Max Uplift 1=-8(LC 7), 3=-8(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 0.08 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=109/3-7-7, 3=109/3-7-7 Max Horz 1=-21(LC 5) Max Uplift 1=-9(LC 7), 3=-9(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 0.04 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=75/2-9-7, 3=75/2-9-7 Max Horz 1=-15(LC 5) Max Uplift 1=-6(LC 7), 3=-6(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.08 0.03 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: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 9-1-1. (lb) - Max Horz 1=-52(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 6 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 5-2-4, Interior(1) 5-2-4 to 8-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 9-10-1. (lb) - Max Horz 1=-57(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4, 6, 5 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 5-5-4, Interior(1) 5-5-4 to 8-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 0.10 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=128/6-9-7, 3=128/6-9-7, 4=215/6-9-7 Max Horz 1=46(LC 6) Max Uplift 1=-26(LC 7), 3=-26(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.23 0.07 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: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-1-1. (lb) - Max Horz 1=-89(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=354(LC 1), 6=398(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-282/129 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-0, Interior(1) 3-7-0 to 5-7-2, Exterior(2) 5-7-2 to 7-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.25 0.07 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: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-10-1. (lb) - Max Horz 1=-94(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=379(LC 1), 6=442(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-312/143 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-0, Interior(1) 3-7-0 to 5-10-2, Exterior(2) 5-10-2 to 7-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 CSI. TC BC WB Matrix-P 0.41 0.27 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=215/10-9-7, 3=215/10-9-7, 4=360/10-9-7 Max Horz 1=-77(LC 5) Max Uplift 1=-34(LC 7), 3=-40(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-0, Interior(1) 3-7-0 to 5-5-2, Exterior(2) 5-5-2 to 8-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.19 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-1-1. (lb) - Max Horz 1=-126(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 10, 8, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 12, 10, 11 except 13=339(LC 11), 8=411(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-13=-254/131, 6-8=-300/138 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-2, Interior(1) 3-7-2 to 7-7-2, Exterior(2) 7-7-2 to 9-2-4 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 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 10, 8, 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-10-1. (lb) - Max Horz 1=-130(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 10, 8, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 12, 10, 11 except 13=350(LC 11), 8=445(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-13=-261/134, 6-8=-324/148 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-10-2, Interior(1) 3-10-2 to 7-10-2, Exterior(2) 7-10-2 to 9-5-4 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 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 10, 8, 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-9-7. (lb) - Max Horz 1=-108(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=256(LC 1), 8=329(LC 11), 6=329(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-250/129, 4-6=-250/129 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-2, Interior(1) 3-5-2 to 7-5-2, Exterior(2) 7-5-2 to 10-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.34 0.22 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 27-1-1. (lb) - Max Horz 1=-162(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 15, 12, 10, 9, 13 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 14, 13 except 15=451(LC 11), 12=287(LC 12), 10=304(LC 1), 9=400(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-15=-329/155, 7-9=-292/134 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-0, Interior(1) 3-7-0 to 9-7-2, Exterior(2) 9-7-2 to 11-2-4 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 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 15, 12, 10, 9, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.21 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 18-9-7. (lb) - Max Horz 1=-139(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=439(LC 11), 6=439(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-323/150, 4-6=-323/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-0, Interior(1) 3-7-0 to 9-5-2, Exterior(2) 9-5-2 to 12-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 0.06 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=94/3-2-15, 3=94/3-2-15 Max Horz 1=-18(LC 5) Max Uplift 1=-8(LC 7), 3=-8(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 Matrix-P 0.17 0.11 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=138/7-2-15, 3=138/7-2-15, 4=231/7-2-15 Max Horz 1=-49(LC 5) Max Uplift 1=-27(LC 7), 3=-28(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.45 0.29 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: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=225/11-2-15, 3=225/11-2-15, 4=377/11-2-15 Max Horz 1=-80(LC 5) Max Uplift 1=-35(LC 7), 3=-41(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-0, Interior(1) 3-7-0 to 5-7-14, Exterior(2) 5-7-14 to 8-9-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.09 0.09 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 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-2-15. (lb) - Max Horz 1=-111(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=252(LC 1), 8=339(LC 11), 6=339(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-257/131, 4-6=-257/131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-14, Interior(1) 3-7-14 to 7-7-14, Exterior(2) 7-7-14 to 10-9-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.34 0.22 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-2-15. (lb) - Max Horz 1=-142(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=455(LC 11), 6=455(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-333/152, 4-6=-333/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-0, Interior(1) 3-7-0 to 9-7-14, Exterior(2) 9-7-14 to 12-9-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.09 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 23-2-15. (lb) - Max Horz 1=173(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=257(LC 1), 11=341(LC 11), 12=315(LC 1), 9=341(LC 12), 8=315(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-262/109, 5-9=-262/109 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-14, Interior(1) 3-7-14 to 11-7-14, Exterior(2) 11-7-14 to 14-9-1 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 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 12, 9, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 0.14 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=157/5-9-11, 4=157/5-9-11, 6=207/5-9-11 Max Horz 2=-47(LC 5) Max Uplift 2=-43(LC 7), 4=-44(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 0.14 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=157/5-9-11, 4=157/5-9-11, 6=207/5-9-11 Max Horz 2=-47(LC 5) Max Uplift 2=-43(LC 7), 4=-44(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.59 0.64 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.29 0.06 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 450 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-8,4-6: 2x4 SPF Stud WEDGE Left: 2x6 SP No.2, Right: 2x6 SP 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=8144/0-3-8, 5=8560/0-3-8 Max Horz 1=-194(LC 3) Max Uplift 1=-147(LC 5), 5=-154(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11396/222, 2-3=-7992/201, 3-4=-7992/201, 4-5=-11438/223 BOT CHORD 1-8=-139/9391, 7-8=-139/9391, 6-7=-101/9428, 5-6=-101/9428 WEBS 2-8=-15/3651, 3-7=-153/8385, 4-6=-16/3698, 2-7=-3543/160, 4-7=-3588/162 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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) 1=147, 5=154. 7) Use USP JUS28 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-8 from the left end to 23-10-8 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-20, 1-3=-60, 3-5=-60 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. May 8,2018 0-8-13 9-1-0 0-8-13 8.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-5], [8:0-2-12,0-1-8], [18:0-2-12,0-1-8], [24:0-3-6,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.03 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 25 25 24 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 13-35,12-36,14-34: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 1-7-1, Right 2x4 SPF Stud 1-7-1 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. WEBS 1 Row at midpt 13-35 REACTIONS. All bearings 25-0-8. (lb) - Max Horz 2=205(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 36, 37, 38, 39, 40, 41, 42, 43, 24, 33, 31, 30, 29, 28, 27, 26 Max Grav All reactions 250 lb or less at joint(s) 2, 35, 36, 37, 38, 39, 40, 41, 42, 43, 34, 24, 33, 31, 30, 29, 28, 27, 26 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 1-10-4, Exterior(2) 1-10-4 to 12-6-4, Corner(3) 12-6-4 to 15-7-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 36, 37, 38, 39, 40, 41, 42, 43, 24, 33, 31, 30, 29, 28, 27, 26. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.28 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-26,8-27,7-28,6-29,5-30,4-31: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-18, 15-20, 14-21, 13-22, 16-19 REACTIONS. All bearings 17-7-0. (lb) - Max Horz 2=371(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 18, 21, 22, 24, 25, 26, 27, 28, 29, 30, 31 except 20=-103(LC 6), 2=-101(LC 5), 19=-129(LC 5) Max Grav All reactions 250 lb or less at joint(s) 18, 20, 21, 22, 24, 25, 26, 27, 2, 28, 29, 30, 31, 19 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-433/195, 4-5=-333/163, 5-6=-316/169, 6-7=-283/165, 7-8=-252/162, 16-17=-132/274, 17-18=-133/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-2-12, Exterior(2) 2-2-12 to 15-6-12, Corner(3) 15-6-12 to 17-5-4 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 21, 22, 24, 25, 26, 27, 28, 29, 30, 31 except (jt=lb) 20=103, 2=101, 19=129. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 Plate Offsets (X,Y)-- [8:0-5-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.53 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 -0.01 (loc) 8-9 8-9 11 l/defl >999 >444 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9: 2x6 SPF No.2, 4-8: 2x4 SPF Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7, 6-11 REACTIONS. (lb/size) 9=778/0-1-8, 11=666/0-3-8 Max Horz 9=282(LC 7) Max Uplift 11=-93(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-759/0, 4-5=-621/56, 2-9=-690/49, 7-10=-105/660, 6-10=-105/660 BOT CHORD 8-9=-297/204 WEBS 2-8=0/335, 5-7=-609/141, 4-8=-428/171, 5-8=-73/619, 6-11=-666/93 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-1-12 to 1-11-7, Interior(1) 1-11-7 to 15-5-0, Exterior(2) 15-5-0 to 17-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 9, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.27 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 11-12: 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 10-13,9-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 10-13 REACTIONS. All bearings 13-6-8. (lb) - Max Horz 22=281(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 15, 16, 17, 18, 19, 20 except 22=-112(LC 5), 21=-127(LC 6) Max Grav All reactions 250 lb or less at joint(s) 22, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-283/89, 1-2=-443/152, 2-3=-357/131, 3-4=-336/132, 4-5=-302/128, 5-6=-273/126 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-2-15, Exterior(2) 3-2-15 to 13-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 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) 12, 13, 14, 15, 16, 17, 18, 19, 20 except (jt=lb) 22=112, 21=127. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.09 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 221 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 13-38,12-39,11-40,10-41,9-42,14-36,15-35,16-34,17-33: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-38, 12-39, 11-40, 14-36, 15-35 REACTIONS. All bearings 31-1-8. (lb) - Max Horz 49=256(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 49, 26, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 35, 34, 33, 32, 31, 30, 29, 28, 27 Max Grav All reactions 250 lb or less at joint(s) 49, 26, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-2-15, Exterior(2) 3-2-15 to 15-6-12, Corner(3) 15-6-12 to 18-7-15 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 49, 26, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 35, 34, 33, 32, 31, 30, 29, 28, 27. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 8.00 12 Plate Offsets (X,Y)-- [9:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.57 0.76 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.49 0.06 (loc) 10-12 10-12 9 l/defl >999 >756 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-12,7-10: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 1-11-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1245/0-3-8, 9=1245/0-3-8 Max Horz 1=-241(LC 5) Max Uplift 1=-10(LC 7), 9=-10(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1711/87, 3-5=-1560/163, 5-7=-1560/163, 7-9=-1711/87 BOT CHORD 1-12=0/1352, 10-12=0/905, 9-10=0/1352 WEBS 3-12=-419/163, 5-12=-35/657, 5-10=-35/657, 7-10=-419/163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-1-3, Interior(1) 3-1-3 to 15-6-12, Exterior(2) 15-6-12 to 18-7-15 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) 1, 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.45 0.36 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.02 (loc) 5-6 5-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS. (lb/size) 1=536/0-3-8, 5=536/0-3-8 Max Horz 1=274(LC 6) Max Uplift 1=-2(LC 7), 5=-67(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-535/73 BOT CHORD 1-6=-172/443, 5-6=-173/440 WEBS 3-6=0/304, 3-5=-538/115 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-1-3, Interior(1) 3-1-3 to 13-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.61 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.03 (loc) 6-7 6-7 6 l/defl >999 >783 n/a L/d 240 180 n/a PLATES MT20 Weight: 240 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-8,2-7,4-7: 2x4 SPF Stud WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (lb/size) 1=5683/0-3-8, 6=5540/0-3-8 Max Horz 1=-168(LC 3) Max Uplift 1=-107(LC 5), 6=-130(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7509/151, 2-3=-5197/149, 3-4=-4990/166 BOT CHORD 1-8=-154/6002, 7-8=-154/6002, 6-7=-105/3900 WEBS 2-8=-0/2629, 2-7=-2235/139, 3-7=-146/5356, 4-6=-5367/86, 4-7=0/1095 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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) 1=107, 6=130. 7) Use USP JUS28 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-8 from the left end to 15-10-8 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 1-6=-20 Concentrated Loads (lb) Vert: 7=-1225(F) 10=-1225(F) 11=-1225(F) 12=-1225(F) 13=-1225(F) 14=-1225(F) 15=-1225(F) 16=-1225(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.66 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.02 (loc) 6-7 6-7 6 l/defl >999 >655 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 4-6: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=3632/0-3-8, 1=3097/0-3-8 Max Horz 1=-169(LC 3) Max Uplift 6=-266(LC 4), 1=-261(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4298/353, 2-3=-3293/278, 3-4=-3144/291 BOT CHORD 1-8=-316/3393, 7-8=-316/3393, 6-7=-202/2467 WEBS 2-8=-94/1008, 2-7=-940/209, 3-7=-285/3303, 4-6=-3365/223, 4-7=-0/669 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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) 6=266, 1=261. 7) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-8 from the left end to 15-10-8 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 1-6=-20 Concentrated Loads (lb) Vert: 7=-799(B) 10=-438(B) 11=-438(B) 12=-438(B) 13=-799(B) 14=-799(B) 15=-799(B) 16=-799(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. May 8,2018 4-11-6 11-10-10 1-7-2 16-1-8 4-2-14 17-9-13 1-8-5 17-11-4 0-1-7 23-10-11 5-11-7 30-4-8 6-5-13 31-4-8 1-0-0 0-8-13 6-6-6 7-7-2 0-4-7 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.44 0.44 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.02 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-12: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (lb/size) 1=623/0-3-8, 12=1430/0-3-8, 9=437/0-3-8 Max Horz 1=-199(LC 5) Max Uplift 1=-23(LC 7), 12=-125(LC 6), 9=-99(LC 6) Max Grav 1=623(LC 1), 12=1430(LC 1), 9=444(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-710/52, 3-4=-471/84, 4-5=-409/102, 5-6=0/397, 6-8=-22/406, 8-9=-451/81 BOT CHORD 1-15=0/591, 14-15=0/591, 12-14=0/289, 11-12=-7/380, 9-11=-7/380 WEBS 3-14=-355/103, 4-14=-54/266, 6-12=-391/184, 5-12=-888/0, 8-12=-737/157 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-1-3, Interior(1) 3-1-3 to 10-3-8, Exterior(2) 10-3-8 to 11-10-10 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) 1, 9 except (jt=lb) 12=125. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 17-11-4 1-9-12 23-10-11 5-11-7 30-4-8 6-5-13 -1-0-0 1-0-0 1-11-8 1-11-8 6-1-3 4-1-11 10-3-8 4-2-5 11-10-10 1-7-2 16-1-8 4-2-14 17-11-4 1-9-12 23-10-11 5-11-7 30-4-8 6-5-13 31-4-8 1-0-0 0-8-13 6-6-6 7-7-2 0-4-7 0-9-0 8.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-4-10,Edge], [16:0-2-8,0-2-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.49 0.87 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.36 0.08 (loc) 17-18 17-18 11 l/defl >999 >605 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-16: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 1-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 7-16 REACTIONS. (lb/size) 2=651/0-3-8, 11=373/0-3-8, 14=1557/0-3-8 Max Horz 2=-197(LC 5) Max Uplift 2=-48(LC 7), 11=-112(LC 6), 14=-90(LC 6) Max Grav 2=651(LC 1), 11=405(LC 12), 14=1557(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-814/28, 4-5=-1303/107, 5-6=-452/60, 6-7=-406/81, 7-8=0/649, 8-10=-4/646, 10-11=-424/108 BOT CHORD 2-19=-26/522, 4-18=-274/97, 17-18=0/577, 16-17=0/262, 13-14=-261/25, 11-13=-58/346 WEBS 5-18=-61/634, 5-17=-355/112, 6-17=-30/298, 7-16=-1133/0, 14-16=-1493/145, 8-16=-384/178, 10-16=-838/163, 13-16=-63/576 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 1-9-12, Interior(1) 1-9-12 to 10-3-8, Exterior(2) 10-3-8 to 11-10-10 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) 2, 14 except (jt=lb) 11=112. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.90 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.05 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 287 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=4694/0-3-8, 5=5102/0-3-8 Max Horz 1=-167(LC 11) Max Uplift 1=-373(LC 5), 5=-440(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6588/541, 2-3=-4435/424, 3-4=-4435/424, 4-5=-6544/565 BOT CHORD 1-8=-404/5226, 7-8=-404/5226, 6-7=-385/5191, 5-6=-385/5191 WEBS 3-7=-414/4536, 4-7=-1993/262, 4-6=-167/2332, 2-7=-2037/236, 2-8=-137/2386 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; 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) 1=373, 5=440. 7) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-8 from the left end to 5-10-8 to connect truss(es) to front face of bottom chord. 8) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-10-8 from the left end to 19-10-8 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 1-5=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.04 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 18 19 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-0, Right 2x4 SPF Stud 1-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-7-0. (lb) - Max Horz 2=170(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 27, 28, 29, 30, 31, 32, 18, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 31, 32, 25, 18, 24, 23, 22, 21, 20 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-3-8, Exterior(2) 2-3-8 to 10-3-8, Corner(3) 10-3-8 to 13-4-11 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 27, 28, 29, 30, 31, 32, 18, 24, 23, 22, 21, 20. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 38-4-8 -1-0-0 1-0-0 16-3-7 16-3-7 23-7-1 7-3-9 38-4-8 14-9-7 39-4-8 1-0-0 0-8-13 11-7-2 1-8-13 11-7-2 8.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-5], [22:0-4-4,0-2-4], [27:0-0-0,0-1-12], [27:0-2-4,0-3-4], [28:0-2-2,0-0-0], [56:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.06 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 35 35 36 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 324 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 9-60,8-61,7-62,6-63,5-64,4-65,28-42,29-41,30-40,31-39,32-38,33-37: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-0 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.): 16-22. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 22-48, 21-49, 20-50, 19-51, 18-52, 17-53, 15-54, 14-55, 13-57, 23-46, 24-45, 25-44 REACTIONS. All bearings 38-4-8. (lb) - Max Horz 2=275(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 36, 49, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 45, 44, 43, 42, 41, 40, 39, 38, 37 except 2=-163(LC 5) Max Grav All reactions 250 lb or less at joint(s) 36, 48, 49, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 46, 2, 45, 44, 43, 42, 41, 40, 39, 38, 37 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-304/287, 5-6=-220/254, 13-14=-65/276, 14-15=-44/314, 15-16=-26/285, 16-17=-13/279, 17-18=-13/279, 18-19=-13/279, 19-20=-13/279, 20-21=-13/279, 21-22=-13/279, 22-23=-23/316, 23-24=-21/295, 24-25=-21/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-3-1, Exterior(2) 2-3-1 to 16-3-7, Corner(3) 16-3-7 to 26-8-4, Exterior(2) 26-8-4 to 39-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 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) 36, 49, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 45, 44, 43, 42, 41, 40, 39, 38, 37 except (jt=lb) 2=163. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 1-0-0 8-2-15 8-2-15 16-3-7 8-0-8 23-7-1 7-3-9 30-10-0 7-3-0 31-7-9 0-9-9 38-4-8 6-8-15 39-4-8 1-0-0 0-8-13 11-7-2 1-8-13 11-7-2 8.00 12 Plate Offsets (X,Y)-- [10:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.93 0.80 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.39 0.10 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,10-12,9-13,10-13: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-6-1 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS. (lb/size) 12=1598/0-3-8, 2=1589/0-3-8 Max Horz 2=274(LC 6) Max Uplift 12=-46(LC 8), 2=-45(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2188/117, 4-6=-1686/185, 6-7=-1246/198, 7-9=-1637/182, 9-10=-1870/108, 10-12=-1539/123 BOT CHORD 2-18=-83/1733, 16-18=-83/1733, 15-16=-31/1288, 13-15=-1/1477 WEBS 4-18=0/315, 4-16=-567/128, 6-16=0/546, 9-15=-322/129, 7-15=0/478, 10-13=0/1413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-10-1, Interior(1) 2-10-1 to 16-3-7, Exterior(2) 16-3-7 to 29-0-2, Interior(1) 29-0-2 to 39-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 0-8-13 11-7-2 1-8-13 11-7-2 8.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [20:0-4-4,0-2-4], [25:0-2-4,0-3-4], [25:0-0-0,0-1-12], [26:0-2-2,0-0-0], [53:0-2-1,0-1-8], [63:0-0-0,0-1-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.11 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 33 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 319 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 7-57,6-58,5-59,4-60,3-61,2-62,26-39,27-38,28-37,29-36,30-35,31-34: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 14-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-45, 19-46, 18-47, 17-48, 16-49, 15-50, 13-51, 12-52, 11-54, 21-43, 22-42, 23-41 REACTIONS. All bearings 38-4-8. (lb) - Max Horz 63=280(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 33, 46, 47, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 63=-168(LC 5), 62=-119(LC 6) Max Grav All reactions 250 lb or less at joint(s) 63, 33, 45, 46, 47, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-281/255, 11-12=-54/269, 12-13=-33/306, 13-14=-30/279, 14-15=-7/273, 15-16=-7/273, 16-17=-7/273, 17-18=-7/273, 18-19=-7/273, 19-20=-7/273, 20-21=-32/309, 21-22=-30/288, 22-23=-30/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-2-15, Exterior(2) 3-2-15 to 16-3-7, Corner(3) 16-3-7 to 26-8-4, Exterior(2) 26-8-4 to 38-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 33, 46, 47, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 42, 41, 40, 39, 38, 37, 36, 35, 34 except (jt=lb) 63=168, 62=119. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 8-2-15 16-3-7 8-0-8 23-7-1 7-3-9 31-7-9 8-0-8 38-4-8 6-8-15 0-8-13 11-7-2 1-8-13 11-7-2 8.00 12 Plate Offsets (X,Y)-- [6:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.61 0.51 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.21 0.04 (loc) 16-19 16-19 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,8-11,9-10,9-11: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 6-13, 8-13 REACTIONS. (lb/size) 1=833/Mechanical, 13=1800/0-5-8, 10=426/Mechanical Max Horz 1=273(LC 6) Max Uplift 1=-57(LC 7), 10=-52(LC 8) Max Grav 1=859(LC 11), 13=1800(LC 1), 10=458(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1022/112, 3-5=-528/178, 6-8=0/348, 8-9=-437/115, 9-10=-402/83 BOT CHORD 1-16=-193/825, 14-16=-193/825, 13-14=-147/323, 11-13=-13/291 WEBS 3-16=0/347, 3-14=-631/110, 5-14=0/566, 5-13=-896/45, 6-13=-566/82, 8-13=-547/103, 8-11=0/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-1-3, Interior(1) 3-1-3 to 16-3-7, Exterior(2) 16-3-7 to 27-11-10, Interior(1) 27-11-10 to 38-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 52 lb uplift at joint 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 6-8-15 8-2-15 8-2-15 16-3-7 8-0-8 23-7-1 7-3-9 30-10-0 7-3-0 31-7-9 0-9-9 38-4-8 6-8-15 0-8-13 11-7-2 1-8-13 11-7-2 8.00 12 Plate Offsets (X,Y)-- [5:0-5-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.61 0.53 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.26 0.04 (loc) 11-13 11-13 10 l/defl >999 >885 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,9-10,8-11,9-11: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 3-15, 5-13, 6-13, 8-13, 5-14 REACTIONS. (lb/size) 10=819/Mechanical, 1=823/Mechanical, 14=1416/0-3-8 Max Horz 1=273(LC 6) Max Uplift 10=-43(LC 8), 1=-70(LC 7) Max Grav 10=819(LC 1), 1=827(LC 11), 14=1416(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-970/131, 3-5=-471/196, 5-6=-316/204, 6-8=-530/187, 8-9=-924/111, 9-10=-764/78 BOT CHORD 1-17=-175/782, 15-17=-175/782, 14-15=-128/275, 11-13=-17/696 WEBS 3-17=0/353, 3-15=-635/109, 5-15=0/527, 5-13=-55/761, 8-13=-465/104, 9-11=-5/638, 5-14=-1397/24 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-1-3, Interior(1) 3-1-3 to 16-3-7, Exterior(2) 16-3-7 to 27-11-10, Interior(1) 27-11-10 to 38-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 10 and 70 lb uplift at joint 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018 -1-0-0 1-0-0 8-2-15 8-2-15 16-3-7 8-0-8 23-7-1 7-3-9 30-10-0 7-3-0 31-7-9 0-9-9 38-4-8 6-8-15 0-8-13 11-7-2 1-8-13 11-7-2 8.00 12 Plate Offsets (X,Y)-- [10:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.93 0.80 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.39 0.10 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,10-11,9-12,10-12: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-15 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACTIONS. (lb/size) 11=1528/0-3-8, 2=1590/0-3-8 Max Horz 2=283(LC 6) Max Uplift 11=-1(LC 8), 2=-34(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2190/107, 4-6=-1687/176, 6-7=-1248/189, 7-9=-1641/175, 9-10=-1873/97, 10-11=-1470/83 BOT CHORD 2-17=-91/1735, 15-17=-91/1735, 14-15=-40/1289, 12-14=-29/1485 WEBS 4-17=0/315, 4-15=-567/111, 6-15=0/546, 7-14=0/480, 9-14=-330/114, 10-12=-5/1437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-3, Interior(1) 2-1-3 to 16-3-7, Exterior(2) 16-3-7 to 27-11-10, Interior(1) 27-11-10 to 38-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 1 lb uplift at joint 11 and 34 lb uplift at joint 2. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 8,2018