Loading...
HomeMy WebLinkAboutM002.0Re: 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. Liu, Xuegang Pages or sheets covered by this seal: I34069792 thru I34069833 My license renewal date for the state of Indiana is July 31, 2020. 18070278-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: 185B The Grove at legacy-Roof Trusses 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. July 23,2018 Job 18070278-A Truss A Truss Type PIGGYBACK BASE Qty 3 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069792 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:16:50 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-gDanh6ThntmLTnJG_vpFqBjHo57nviw7fiApWOyvrTx Scale = 1:75.4 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 5x6 5x6 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 23-3-9 7-0-1 23-7-1 0-3-8 30-10-0 7-3-0 31-7-9 0-9-9 38-4-8 Job 18070278-A Truss A1 Truss Type PIGGYBACK BASE Qty 7 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069793 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:16:51 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-8P89vSUJYBuC5xuTYdKUNPGXYVXKe6qGuMvN3qyvrTw Scale = 1:75.6 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 Job 18070278-A Truss A2 Truss Type PIGGYBACK BASE Qty 3 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069794 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:16:51 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-8P89vSUJYBuC5xuTYdKUNPGXXVXYe7cGuMvN3qyvrTw Scale = 1:75.2 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 18070278-A Truss A2B Truss Type GABLE Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069795 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:16:54 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-Z_pIXTWBr6GnyPd1DluB?1u86jfXre7jaK81f9yvrTt Scale = 1:72.2 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 0-8-13 Job 18070278-A Truss A3 Truss Type PIGGYBACK BASE Qty 2 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069796 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:16:55 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-1ANgkpXpcPOeaYCEnSPQXFQ8X6q_azJsp_taCbyvrTs Scale = 1:76.2 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 Job 18070278-A Truss AB Truss Type GABLE Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069797 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:16:57 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-zZVQ9VY481fMpsMcvtRudgWgSwh_2?s9GIMhGUyvrTq Scale = 1:75.9 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 18070278-A Truss BB Truss Type GABLE Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069798 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:16:58 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-Rl3oNrZivKnDR0wpSby79t2sDK2dnSdIVy6EowyvrTp Scale = 1:46.1 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 18070278-A Truss BG Truss Type Common Girder Qty 1 Ply 3 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069799 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:16:59 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-vxdBaBaKgev32AV?0ITMi5bt1j9NWmeSkcroLNyvrTo Scale = 1:47.0 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 Job 18070278-A Truss BG Truss Type Common Girder Qty 1 Ply 3 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069799 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:00 2018 Page 2 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-N8AZoXayRy1wgK4Ba0?bEI82n7VcFCubyGbLtpyvrTn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-839(B) 12=-839(B) 13=-839(B) 14=-807(B) 15=-807(B) 16=-807(B) 17=-807(B) 18=-807(B) 19=-807(B) 20=-812(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 18070278-A Truss C Truss Type Roof Special Qty 5 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069800 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:00 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-N8AZoXayRy1wgK4Ba0?bEI85A7W6FCobyGbLtpyvrTn Scale = 1:66.5 12 3 4 5 67 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 17-11-4 1-9-12 Job 18070278-A Truss C1 Truss Type ROOF SPECIAL Qty 2 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069801 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:01 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-rKkx?sbaBF9nITfO8jWqnWgHiXz__ghlBwKuPFyvrTm Scale = 1:55.1 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 4-11-6 Job 18070278-A Truss CG Truss Type Roof Special Girder Qty 1 Ply 2 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069802 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:02 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-KWIJCCcCyZHevdEahQ13KjDOOxFuj2tuQa4SxhyvrTl Scale = 1:47.0 1 2 3 4 5 87 6 9 10 11 12 13 14 15 16 4x5 4x5 3x4 3x6 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 Job 18070278-A Truss CG1 Truss Type Roof Special Girder Qty 1 Ply 2 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069803 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:03 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-ojshQYdrjtPVXnpmF8YIsxmYULctSYb1fEp?U8yvrTk 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 18070278-A Truss D Truss Type MONOPITCH Qty 3 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069804 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:04 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-GvQ4dueTUAXM9xOypr3XP8Iosk0?B8HBtuZZ0ayvrTj Scale = 1:55.6 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 18070278-A Truss D1 Truss Type FINK Qty 12 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069805 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:04 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-GvQ4dueTUAXM9xOypr3XP8ImukwhB5pBtuZZ0ayvrTj Scale = 1:65.2 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 18070278-A Truss D1B Truss Type GABLE Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069806 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:06 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-CIYq2afj0on4OFYLwG50UZNCvYllf3mULB2f4TyvrTh Scale = 1:68.7 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 18070278-A Truss DB Truss Type GABLE Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069807 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:06 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-CIYq2afj0on4OFYLwG50UZNAeYiwf3CULB2f4TyvrTh Scale = 1:54.4 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 18070278-A Truss E Truss Type Roof Special Qty 3 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069808 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:07 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-gU6CGwgLn5vx0O6XU_dF1nwHQy_6OSodZrnDdvyvrTg Scale = 1:67.3 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 Plate Offsets (X,Y)-- [8:0-5-0,0-3-0] Job 18070278-A Truss EB Truss Type GABLE Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069809 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:08 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-8gfaTGhzYP1odYhk2h8UZ_TWsMOD7zInoVXm9LyvrTf Scale = 1:67.5 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 18070278-A Truss FB Truss Type GABLE Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069810 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:09 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-ctDzgchcJj9fFiGwcPfj6C?kRloNsQsw19GKhnyvrTe Scale = 1:56.7 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 0-8-13 Job 18070278-A Truss FG Truss Type HOWE Qty 1 Ply 3 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069811 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:10 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-53nLuxiE40HWtsr696AyePYn29_0bkp3Gp0tEEyvrTd 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 18070278-A Truss FG Truss Type HOWE Qty 1 Ply 3 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069811 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:11 2018 Page 2 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-ZFLj5HjsrKPMU0QJjphBBd5yoZKFKB3DUTlQmgyvrTc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-1225(F) 16=-1225(F) 17=-1225(F) 18=-1225(F) 19=-1225(F) 20=-1225(F) 21=-1225(F) 22=-1225(F) 23=-1225(F) 24=-1225(F) 25=-1225(F) 26=-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. Job 18070278-A Truss PB Truss Type GABLE Qty 2 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069812 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:11 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-ZFLj5HjsrKPMU0QJjphBBd53xZTpKLHDUTlQmgyvrTc Scale: 3/4"=1' 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 18070278-A Truss PB1 Truss Type Piggyback Qty 15 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069813 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:12 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-1Rv5JdkUceYD6A?VHXCQjqdEhzo23oXMj7V_I6yvrTb Scale: 3/4"=1' 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 18070278-A Truss V1 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069814 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:12 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-1Rv5JdkUceYD6A?VHXCQjqdEHzoA3mLMj7V_I6yvrTb Scale = 1:47.3 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 18070278-A Truss V2 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069815 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:19 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-Koqln0ptynQESE1rBVq3WJQNen9hBx0OKjhr2CyvrTU Scale = 1:40.8 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 Job 18070278-A Truss V3 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069816 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:20 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-o_O7_MqVj5Y53Oc1lCLI2WzabBX1wOfYZNRPafyvrTT Scale: 3/8"=1' 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 18070278-A Truss V4 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069817 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:21 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-GAyVCir7UPgyhYBEJwtXbkVhQbq1fr1ho1Ay65yvrTS Scale = 1:24.5 1 2 3 4 5 6 7 8 9 10 3x4 4x5 2x4 3x4 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 IRC2006/TPI2002 Job 18070278-A Truss V5 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069818 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:21 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-GAyVCir7UPgyhYBEJwtXbkVmsbttfshho1Ay65yvrTS Scale = 1:16.5 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 18070278-A Truss V6 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069819 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:22 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-kNWtP2slFiopJimQsdOm7x2zv?EsOJUq0hwWfXyvrTR 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 18070278-A Truss V7 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069820 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:22 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-kNWtP2slFiopJimQsdOm7x2uE?BeOInq0hwWfXyvrTR Scale = 1:39.9 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 Job 18070278-A Truss V8 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069821 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:23 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-CZ3FcOsO00wfxsLcQLv?g9b3lPXe7l9_FLf3BzyvrTQ Scale = 1:46.0 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 18070278-A Truss V9 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069822 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:24 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-glddqkt0nK2WY0wo_2QEDM7GjovvsCi7U?PcjQyvrTP Scale = 1:31.3 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 18070278-A Truss V10 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069823 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:13 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-VeTTWzl6Nxg4kJahrEjfG2AMLN6JoE7WynEXqZyvrTa Scale = 1:37.7 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 18070278-A Truss V11 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069824 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:14 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-zq1skJlk8FoxLT9tOyFupFjXtmT3WhQfAR_4N?yvrTZ Scale = 1:36.5 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 18070278-A Truss V12 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069825 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:14 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-zq1skJlk8FoxLT9tOyFupFjVpmRnWhPfAR_4N?yvrTZ Scale = 1:23.3 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 Job 18070278-A Truss V13 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069826 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:15 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-R0aExfmMuZwozdk4yfm7LTFi4AoIF8cpP5jevRyvrTY Scale = 1:28.0 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 18070278-A Truss V14 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069827 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:15 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-R0aExfmMuZwozdk4yfm7LTFi?AohF8kpP5jevRyvrTY Scale = 1:26.4 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 18070278-A Truss V15 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069828 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:16 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-vD8c8?n?fs2fbnJGWNHMugovVaAy_cVyelTBRtyvrTX Scale = 1:15.7 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 18070278-A Truss V16 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069829 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:17 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-NPi_MLodQAAWCxtS44obQuL3B_WIj3g5tPClzKyvrTW Scale = 1:18.9 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 18070278-A Truss V17 Truss Type VALLEY Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069830 Carter Lumber, Franklin, Indiana 46131 8.220 e May 29 2018 MiTek Industries, Inc. Mon Jul 23 07:09:21 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-IiIaazLYxKcEy8naShxflCzyBw385zEFdAKuUTyvFoC Scale = 1:17.4 1 2 3 4 65 7 8 2x4 4x5 4x5 2x4 2x4 2x4 5-2-4 5-2-4 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 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job 18070278-A Truss V18 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069831 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:18 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-sbGMZgoFBUINq5SfdnJqz5tH2OsGSVVF53yIWmyvrTV 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 18070278-A Truss V19 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069832 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:18 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-sbGMZgoFBUINq5SfdnJqz5tHoOrbSVVF53yIWmyvrTV 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 18070278-A Truss V20 Truss Type Valley Qty 1 Ply 1 185B The Grove at legacy-Roof Trusses Job Reference (optional) I34069833 Carter Components, Franklin, IN - 46131, 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 12:17:19 2018 Page 1 ID:fXKiBEsP4Wvi4kIIt63jb1zJwD4-Koqln0ptynQESE1rBVq3WJQSinCGBylOKjhr2CyvrTU 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. July 23,2018 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. July 23,2018 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. July 23,2018 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.07 0.03 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: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud [PSA] 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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, 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 5-2-4, 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) 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, 4, 5. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 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. July 23,2018 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. July 23,2018 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, Interior(1) 7-2-4 to 14-2-14 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, 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. July 23,2018 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, Interior(1) 7-5-4 to 14-11-14 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, 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. July 23,2018 IRC2006/TPI2002 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, Interior(1) 8-6-5 to 10-4-7 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) 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. July 23,2018 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, Interior(1) 9-2-4 to 20-2-14 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) 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. July 23,2018 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, Interior(1) 9-5-4 to 20-11-14 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) 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. July 23,2018 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, Interior(1) 10-6-5 to 14-4-7 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) 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. July 23,2018 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, Interior(1) 11-2-4 to 26-2-14 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) 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. July 23,2018 2-0-0 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, Interior(1) 12-6-5 to 18-4-7 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) 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. July 23,2018 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. July 23,2018 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. July 23,2018 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, Interior(1) 8-9-1 to 10-9-15 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) 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. July 23,2018 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, Interior(1) 10-9-1 to 14-9-15 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) 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. July 23,2018 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.34 0.22 0.11 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, Interior(1) 12-9-1 to 18-9-15 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) 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. July 23,2018 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, Interior(1) 14-9-1 to 22-9-15 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) 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. July 23,2018 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. July 23,2018 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. July 23,2018 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 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: 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. July 23,2018 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, Exterior(2) 15-7-7 to 26-0-8 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) 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. July 23,2018 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. July 23,2018 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-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. July 23,2018 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. July 23,2018 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, Exterior(2) 18-7-15 to 30-11-12 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) 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. July 23,2018 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, Interior(1) 18-7-15 to 31-1-8 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) 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. July 23,2018 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. July 23,2018 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 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=-1225(B) 10=-1225(B) 11=-1225(B) 12=-1225(B) 13=-1225(B) 14=-1225(B) 15=-1225(B) 16=-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. July 23,2018 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) TCLL TCDL BCLL BCDL 20.0 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 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=-799(F) 10=-438(F) 11=-438(F) 12=-438(F) 13=-799(F) 14=-799(F) 15=-799(F) 16=-799(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. July 23,2018 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, Interior(1) 11-10-10 to 31-4-8 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) 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. July 23,2018 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, Interior(1) 11-10-10 to 31-4-8 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) 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. July 23,2018 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] 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 back 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 back 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. July 23,2018 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, Exterior(2) 13-4-11 to 21-7-0 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) 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. July 23,2018 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 19-7-1, Exterior(2) 19-7-1 to 23-7-1, Corner(3) 23-7-1 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. July 23,2018 6-8-15 -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 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 21-8-9, Interior(1) 21-8-9 to 23-7-1, Exterior(2) 23-7-1 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. July 23,2018 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 19-7-1, Exterior(2) 19-7-1 to 23-7-1, Corner(3) 23-7-1 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. July 23,2018 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 20-8-1, Interior(1) 20-8-1 to 23-7-1, Exterior(2) 23-7-1 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. July 23,2018 38-4-8 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 20-8-1, Interior(1) 20-8-1 to 23-7-1, Exterior(2) 23-7-1 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. July 23,2018 6-8-15 -1-0-0 1-0-0 8-2-15 8-2-15 8-4-11 0-1-12 16-3-7 7-10-12 23-7-1 7-3-9 30-10-0 7-3-0 31-5-13 0-7-13 31-7-9 0-1-12 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)-- [6:0-3-8,0-2-8], [7:0-3-8,0-2-8], [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 -0.38 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 (4-6-8 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=-1691/176, 6-7=-1248/189, 7-9=-1643/174, 9-10=-1873/97, 10-11=-1470/83 BOT CHORD 2-17=-90/1735, 15-17=-90/1735, 14-15=-38/1289, 12-14=-29/1485 WEBS 4-17=0/313, 4-15=-563/112, 6-15=0/546, 7-14=0/479, 9-14=-326/114, 10-12=-5/1436 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 16-4-0, Exterior(2) 16-4-0 to 20-8-10, Interior(1) 20-8-10 to 23-6-8, Exterior(2) 23-6-8 to 27-11-2, Interior(1) 27-11-2 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. July 23,2018