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HomeMy WebLinkAbout5TG Sealed Drawings I32572777.18020114-ARe: Liu, Xuegang Pages or sheets covered by this seal: I32572777 thru I32572815 My license renewal date for the state of Indiana is July 31, 2018. 18020114-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: Roof Trusses The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components-Pittsboro, IN. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. March 1,2018 Job 18020114-A Truss A Truss Type COMMON Qty 8 Ply 1 Roof Trusses Job Reference (optional) I32572777 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:03 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-kEfQcfBf6eobdRpSeOKFWfVPOwE1tQr0ojZzA2zgYq2 Scale = 1:67.8 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 3x6 4x6 3x6 3x10 6x8 3x4 3x6 2x4 3x6 6x8 3x4 2x4 10-5-9 10-5-9 20-8-7 10-2-14 31-2-0 10-5-9 7-10-11 7-10-11 15-7-0 7-8-5 23-3-5 7-8-5 31-2-0 7-10-11 0-8-13 11-1-8 0-8-13 8.00 12 LOADING (psf) TCLL Job 18020114-A Truss A1 Truss Type COMMON Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572778 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:04 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-CQDoq?BHtywSFbOfC6rU3t2a8KaGct591NJXiUzgYq1 Scale = 1:67.8 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 3x6 4x6 3x6 3x10 6x8 3x4 3x6 2x4 3x6 6x8 3x4 2x4 10-5-9 10-5-9 20-8-7 10-2-14 31-2-0 10-5-9 7-10-11 7-10-11 15-7-0 7-8-5 23-3-5 7-8-5 31-2-0 7-10-11 0-8-13 11-1-8 0-8-13 8.00 12 LOADING (psf) TCLL Job 18020114-A Truss A2 Truss Type COMMON Qty 3 Ply 1 Roof Trusses Job Reference (optional) I32572779 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:04 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-CQDoq?BHtywSFbOfC6rU3t2a8KaGct591NJXiUzgYq1 Scale = 1:68.4 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 3x6 4x6 3x6 3x10 6x8 3x4 3x6 2x4 3x6 6x8 3x4 2x4 10-5-9 10-5-9 20-8-7 10-2-14 31-2-0 10-5-9 -1-0-0 1-0-0 7-10-11 7-10-11 15-7-0 7-8-5 23-3-5 7-8-5 31-2-0 7-10-11 0-8-13 11-1-8 0-8-13 Job 18020114-A Truss AB Truss Type GABLE Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572780 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:06 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-8oKZFhDYPZAAUuY1JXty8I70C7QA4rCSUhoemNzgYq? Scale = 1:73.2 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 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 4x6 4x5 4x6 3x6 3x6 31-2-0 31-2-0 15-7-0 15-7-0 31-2-0 15-7-0 0-8-13 11-1-8 0-8-13 8.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [7:0-2-2,0-0-0], [8:0-2-4,0-2-4], [8:0-0-0,0-1-12], [18:0-2-4,0-2-4], [18:0-0-0,0-1-12], [19:0-2-2,0-0-0], [25:0-1-3,0-1-12], [25:Edge,0-3-8], Job 18020114-A Truss AB3 Truss Type GABLE Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572781 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:07 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-c?uxS1EAAtI1627EtEOBhVg4sXcXpEPbjLXBJpzgYq_ Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 23 22 20 19 18 17 16 15 14 13 12 11 60 61 62 63 21 5x6 4x5 3x4 5x6 3x6 5x8 3x4 3x6 3x4 6x8 3x4 10-5-10 10-5-10 16-4-0 5-10-6 20-8-7 4-4-7 31-2-0 10-5-9 -1-0-0 1-0-0 7-10-11 7-10-11 15-7-0 7-8-5 23-3-5 7-8-5 Job 18020114-A Truss B Truss Type COMMON Qty 2 Ply 1 Roof Trusses Job Reference (optional) I32572782 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:08 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-4BSJfMEoxAQukCiQRywQDjDFuxyBYj0lx?HkqFzgYpz Scale = 1:39.7 1 2 3 4 5 6 7 8 17 18 19 20 5x8 3x4 5x10 5x6 5x8 3x4 8-10-0 8-10-0 17-8-0 8-10-0 -1-0-0 1-0-0 8-10-0 8-10-0 17-8-0 8-10-0 18-8-0 1-0-0 0-8-13 6-7-8 0-8-13 8.00 12 Plate Offsets (X,Y)-- [8:0-5-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Job 18020114-A Truss BB Truss Type GABLE Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572783 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:09 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-YN0htiFQiUYlLMGc?fRfmwlXkLSiHBUuAf0IMhzgYpy Scale = 1:44.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 4x5 3x6 3x4 5x6 3x6 3x4 17-8-0 17-8-0 -1-0-0 1-0-0 8-10-0 8-10-0 17-8-0 8-10-0 18-8-0 1-0-0 0-8-13 6-7-8 0-8-13 8.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-5], [16:0-3-6,0-0-5], [23:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL Job 18020114-A Truss BG Truss Type COMMON GIRDER Qty 1 Ply 2 Roof Trusses Job Reference (optional) I32572784 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:10 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-1aa442G2TogczWrpYNyuI8IYOkdM0Uk2PJmru8zgYpx Scale = 1:41.6 1 2 3 4 5 9 10 8 11 12 7 13 14 6 15 16 7x10 5x8 7x10 10x12 5x8 3x10 5x8 3x10 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 4-7-4 4-7-4 8-10-0 4-2-12 13-0-12 4-2-12 17-8-0 4-7-4 4-7-4 4-7-4 8-10-0 4-2-12 13-0-12 4-2-12 17-8-0 4-7-4 0-8-13 6-7-8 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) TCLL Job 18020114-A Truss C Truss Type COMMON Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572785 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:11 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-Vm8SIOHgE5pTbfQ?64T7rLqnn8_cl4yBeyVPRazgYpw Scale = 1:38.3 1 2 3 4 5 6 7 8 17 18 19 20 5x8 3x4 5x10 4x6 5x8 3x4 8-2-0 8-2-0 16-4-0 8-2-0 -1-0-0 1-0-0 8-2-0 8-2-0 16-4-0 8-2-0 17-4-0 1-0-0 0-8-13 6-2-2 0-8-13 8.00 12 Plate Offsets (X,Y)-- [8:0-5-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 Job 18020114-A Truss CB Truss Type GABLE Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572786 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:11 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-Vm8SIOHgE5pTbfQ?64T7rLqtE88Ql6IBeyVPRazgYpw Scale = 1:41.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 4x5 3x6 5x6 4x5 3x6 4x5 16-4-0 16-4-0 -1-0-0 1-0-0 8-2-0 8-2-0 16-4-0 8-2-0 17-4-0 1-0-0 0-8-13 6-2-2 0-8-13 8.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-1], [3:0-2-2,0-2-0], [13:0-2-2,0-2-0], [14:0-2-4,0-1-9], [21:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 Job 18020114-A Truss CJ1 Truss Type JACK-OPEN Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572787 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:12 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-zyiqVkIJ_PxKCp?Bgn_MOZN0vYU4UZTKscFyz0zgYpv Scale = 1:8.3 1 2 3 4 3x4 2-7-6 2-7-6 -1-5-0 1-5-0 2-7-6 2-7-6 0-4-15 1-1-4 0-4-0 0-9-4 1-1-4 3.18 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 0.20 0.05 0.00 Job 18020114-A Truss E Truss Type COMMON Qty 2 Ply 1 Roof Trusses Job Reference (optional) I32572788 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:12 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-zyiqVkIJ_PxKCp?Bgn_MOZN?_YPxUYmKscFyz0zgYpv Scale = 1:31.4 1 2 3 4 5 6 7 8 17 18 19 20 3x10 3x4 3x10 3x4 2x4 4x5 6-4-0 6-4-0 12-8-0 6-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-8-13 4-11-8 0-8-13 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 Job 18020114-A Truss EB Truss Type GABLE Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572789 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:13 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-R9FCj4Ixlj3BqzaNEVVbwmwDkyqXD0CU5G_VVTzgYpu Scale = 1:28.8 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 4x5 3x6 3x4 3x6 3x4 12-8-0 12-8-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-8-13 4-11-8 0-8-13 8.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-1], [12:0-4-2,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Job 18020114-A Truss F Truss Type COMMON Qty 5 Ply 1 Roof Trusses Job Reference (optional) I32572790 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:14 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-vLpawQJZW0B1S79anC0qT_SKDM3TyR_dKwk31vzgYpt Scale = 1:53.5 1 2 3 4 5 6 7 8 9 10 11 14 13 12 23 24 25 26 3x6 4x5 3x6 5x8 3x4 3x6 3x4 2x4 3x4 2x4 5x8 3x4 8-5-13 8-5-13 16-8-3 8-2-5 25-2-0 8-5-13 -1-0-0 1-0-0 6-7-15 6-7-15 12-7-0 5-11-2 18-6-2 5-11-2 25-2-0 6-7-15 26-2-0 1-0-0 Job 18020114-A Truss FB Truss Type GABLE Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572791 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:15 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-NXNz7mKBHKJu3HkmLwY3?B?VOlPPht2nYaTcaLzgYps Scale = 1:69.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 47 48 49 50 3x6 4x5 3x4 3x6 5x8 3x4 5x6 3x4 3x4 3x6 5x6 3x4 3x4 8-5-13 8-5-13 12-9-8 4-3-11 16-8-3 3-10-11 25-2-0 8-5-13 -1-0-0 1-0-0 6-7-15 6-7-15 12-7-0 5-11-2 18-6-2 5-11-2 Job 18020114-A Truss FG Truss Type Common Girder Qty 1 Ply 2 Roof Trusses Job Reference (optional) I32572792 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:16 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-rkxLL6Lp2eRlhRJyvd3IYPYb99jvQBswnED96ozgYpr Scale = 1:55.5 1 2 3 4 5 6 7 11 12 13 10 14 15 16 17 9 18 8 19 20 21 22 3x10 9x10 MT18H 3x10 7x10 8x16 12x16 2x4 12x16 2x4 8x16 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 8-5-13 8-5-13 16-8-3 8-2-5 25-2-0 8-5-13 6-7-15 6-7-15 12-7-0 5-11-2 18-6-2 5-11-2 25-2-0 6-7-15 0-8-13 9-1-8 0-8-13 8.00 12 Plate Offsets (X,Y)-- [1:0-1-6,0-1-15], [4:0-7-8,0-3-0], [7:0-1-6,0-1-15], [8:0-6-12,0-7-4], [10:0-6-12,0-7-4] LOADING (psf) Job 18020114-A Truss FG Truss Type Common Girder Qty 1 Ply 2 Roof Trusses Job Reference (optional) I32572792 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:16 2018 Page 2 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-rkxLL6Lp2eRlhRJyvd3IYPYb99jvQBswnED96ozgYpr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-1227(B) 12=-1227(B) 13=-1227(B) 14=-1227(B) 15=-1227(B) 16=-1227(B) 17=-1227(B) 18=-1227(B) 19=-1227(B) 20=-1226(B) 21=-1226(B) 22=-1226(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 18020114-A Truss G Truss Type COMMON Qty 3 Ply 1 Roof Trusses Job Reference (optional) I32572793 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:16 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-rkxLL6Lp2eRlhRJyvd3IYPYeP9cnQJwwnED96ozgYpr Scale = 1:37.9 1 2 3 4 5 6 7 8 9 10 11 12 4x5 3x10 5x12 2x4 2x4 3x10 10-10-0 10-10-0 21-8-0 10-10-0 -1-0-0 1-0-0 6-7-12 6-7-12 10-10-0 4-2-4 15-0-4 4-2-4 21-8-0 6-7-12 22-8-0 1-0-0 0-5-8 4-11-10 0-5-8 5.00 12 Plate Offsets (X,Y)-- [2:0-10-0,0-0-2], [6:0-10-0,0-0-2], [8:0-6-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 Job 18020114-A Truss GB Truss Type GABLE Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572794 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:17 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-JwVjYRLRpxZcJau9TLaX5c4vfZBA9qB30uyjeEzgYpq Scale = 1:40.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 33 34 4x5 3x4 5x6 3x4 21-8-0 21-8-0 -1-0-0 1-0-0 10-10-0 10-10-0 21-8-0 10-10-0 22-8-0 1-0-0 0-5-8 4-11-10 0-5-8 5.00 12 Plate Offsets (X,Y)-- [24:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL Job 18020114-A Truss J1 Truss Type JACK-OPEN Qty 5 Ply 1 Roof Trusses Job Reference (optional) I32572795 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:18 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-o635mnM3aFhTwkTL025mdqd4OzXkuHyDFYiGBgzgYpp Scale = 1:8.5 1 2 3 4 2x4 1-11-4 1-11-4 -1-0-0 1-0-0 1-11-4 1-11-4 0-4-15 1-1-11 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Job 18020114-A Truss LG1 Truss Type GABLE Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572796 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:18 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-o635mnM3aFhTwkTL025mdqd_wzXNuGXDFYiGBgzgYpp 1 Scale = 1:44.2 2 3 4 5 9 8 7 6 10 7-9-13 7-9-13 7-9-13 7-9-13 8-4-3 12.82 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 0.49 0.06 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in Job 18020114-A Truss M Truss Type Monopitch Qty 6 Ply 1 Roof Trusses Job Reference (optional) I32572797 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:19 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-GJdTz7NiLZpKYu1Xamc?A1AFuNsMdkCMTCRqj6zgYpo Scale = 1:10.4 1 2 3 4 5 6 2x4 2x4 2x4 -1-0-0 1-0-0 2-11-8 2-11-8 0-4-15 1-6-4 1-2-12 0-3-8 1-6-4 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 Job 18020114-A Truss MB Truss Type GABLE Qty 2 Ply 1 Roof Trusses Job Reference (optional) I32572798 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:19 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-GJdTz7NiLZpKYu1Xamc?A1AFkNsEdkCMTCRqj6zgYpo Scale = 1:10.4 1 2 3 4 5 6 2x4 2x4 2x4 -1-0-0 1-0-0 2-11-8 2-11-8 0-4-15 1-6-4 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.09 0.00 DEFL. Vert(LL) Job 18020114-A Truss P Truss Type HALF HIP Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572799 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:20 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-kVBrBTOK6sxBA2ck8T7EiFiIPm8sM4eWisBNFZzgYpn Scale = 1:21.4 1 2 3 4 6 5 7 8 9 10 4x5 2x4 3x4 2x4 4x5 3-11-4 3-11-4 9-11-8 6-0-4 -1-0-0 1-0-0 3-11-4 3-11-4 9-11-8 6-0-4 0-4-15 1-9-1 1-10-10 1-5-9 0-3-8 1-9-1 4.50 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-12] 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 18020114-A Truss P1 Truss Type Half Hip Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572800 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:20 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-kVBrBTOK6sxBA2ck8T7EiFiJQm8fM87WisBNFZzgYpn Scale = 1:21.8 1 2 3 4 6 5 7 8 9 5x6 2x4 2x4 2x4 3x4 5-11-4 5-11-4 9-11-8 4-0-4 -1-0-0 1-0-0 5-11-4 5-11-4 9-11-8 4-0-4 0-4-15 2-6-1 2-7-10 2-2-9 0-3-8 2-6-1 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job 18020114-A Truss P2 Truss Type Half Hip Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572801 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:21 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-ChkEOpOytA32nCBwiAfTFSFZcARH5cPfxWwwn?zgYpm Scale = 1:25.3 1 2 3 4 5 7 6 8 9 5x6 2x4 2x4 3x4 2x4 3x4 7-11-4 7-11-4 9-11-8 2-0-4 -1-0-0 1-0-0 4-1-12 4-1-12 7-11-4 3-9-8 9-11-8 2-0-4 0-4-15 3-3-1 3-4-10 2-11-9 0-3-8 3-3-1 4.50 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job 18020114-A Truss P3 Truss Type MONOPITCH Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572802 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:21 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-ChkEOpOytA32nCBwiAfTFSFXOAV55ZgfxWwwn?zgYpm Scale = 1:29.0 1 2 3 4 6 5 7 8 2x4 3x4 3x4 2x4 3x4 5-2-1 5-2-1 9-11-8 4-9-7 -1-0-0 1-0-0 5-2-1 5-2-1 9-11-8 4-9-7 0-4-15 4-1-12 3-10-4 0-3-8 4-1-12 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job 18020114-A Truss P4 Truss Type Monopitch Qty 8 Ply 1 Roof Trusses Job Reference (optional) I32572803 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:22 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-gtIcb9PaeUBvPMm6FuAingoiUaraq5xp9AgUKRzgYpl Scale = 1:14.1 1 2 3 4 5 6 2x4 2x4 2x4 4-11-8 4-11-8 -1-0-0 1-0-0 4-11-8 4-11-8 0-4-15 2-3-4 1-11-12 0-3-8 2-3-4 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Job 18020114-A Truss PB Truss Type GABLE Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572804 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:22 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-gtIcb9PaeUBvPMm6FuAingolJatXq4sp9AgUKRzgYpl Scale = 1:14.1 1 2 3 4 6 5 7 8 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 4-11-8 4-11-8 0-4-15 2-3-4 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.11 0.07 Job 18020114-A Truss PG Truss Type HALF HIP GIRDER Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572805 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:23 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-84s_pVQCPnJm1VLIpbhxKtKuu_8TZSuyOqP1suzgYpk Scale = 1:21.0 1 2 3 4 5 8 7 6 9 10 11 12 2x4 3x4 2x4 4x5 4x5 4x5 4x5 1-11-4 1-11-4 5-9-10 3-10-6 9-11-8 4-1-14 -1-0-0 1-0-0 1-11-4 1-11-4 5-11-6 4-0-2 9-11-8 4-0-2 0-4-15 1-1-10 0-10-2 0-3-8 1-1-11 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job 18020114-A Truss V1 Truss Type Valley Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572806 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:24 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-cGQM0rRqA5RdefwVNJCAt5t4kOZIIzw5dU9bOKzgYpj Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x5 3x4 5x6 0-0-6 0-0-6 21-3-3 21-2-13 10-7-10 10-7-10 21-3-3 10-7-10 0-0-4 7-1-1 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 18020114-A Truss V2 Truss Type Valley Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572807 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:24 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-cGQM0rRqA5RdefwVNJCAt5t4?OZ?I_s5dU9bOKzgYpj Scale = 1:38.8 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x5 3x4 2x4 5x6 2x4 2x4 2x4 0-0-6 0-0-6 17-3-3 17-2-13 8-7-10 8-7-10 17-3-3 8-7-10 0-0-4 5-9-1 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 18020114-A Truss V3 Truss Type Valley Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572808 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:25 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-4S_kEASSxPZUGpVhx0jPPIQF?nvU1RcFs8u8wmzgYpi Scale = 1:29.9 1 2 3 4 5 8 7 6 9 10 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 13-3-3 13-2-13 6-7-10 6-7-10 13-3-3 6-7-10 0-0-4 4-5-1 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 18020114-A Truss V4 Truss Type Valley Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572809 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:25 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-4S_kEASSxPZUGpVhx0jPPIQDFnu01SuFs8u8wmzgYpi Scale: 1/2"=1' 1 2 3 4 5 6 7 8 2x4 4x5 2x4 2x4 9-2-13 9-2-13 9-3-3 0-0-6 4-7-10 4-7-10 9-3-3 4-7-10 0-0-4 3-1-1 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 Job 18020114-A Truss V5 Truss Type Valley Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572810 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:26 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-ZfY7RWS5hiiKuz4tUkEeyWyRLBGOmvaO4oehTCzgYph Scale = 1:14.3 1 2 3 4 2x4 4x5 2x4 2x4 5-2-13 5-2-13 5-3-3 0-0-6 2-7-10 2-7-10 5-3-3 2-7-10 0-0-4 1-9-1 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 0.08 Job 18020114-A Truss V6 Truss Type Valley Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572811 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:26 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-ZfY7RWS5hiiKuz4tUkEeyWyQkBFjmuqO4oehTCzgYph Scale = 1:31.3 1 2 3 4 5 8 7 6 9 10 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 13-6-8 13-6-2 6-9-4 6-9-4 13-6-8 6-9-4 0-0-4 4-6-3 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 Job 18020114-A Truss V7 Truss Type Valley Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572812 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:27 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-1r6VfsTjS0qBV7f42RltUjVWGbYtVK?YJSNF?fzgYpg Scale = 1:25.7 1 2 3 4 5 6 7 8 3x4 4x5 3x4 2x4 0-0-6 0-0-6 11-3-3 11-2-13 5-7-10 5-7-10 11-3-3 5-7-10 0-0-4 3-9-1 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. Job 18020114-A Truss V8 Truss Type Valley Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572813 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:27 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-1r6VfsTjS0qBV7f42RltUjVbgbbjVLeYJSNF?fzgYpg Scale = 1:19.8 1 2 3 4 2x4 4x5 2x4 2x4 7-2-13 7-2-13 7-3-3 0-0-6 3-7-10 3-7-10 7-3-3 3-7-10 0-0-4 2-5-1 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 Job 18020114-A Truss V9 Truss Type Valley Qty 1 Ply 1 Roof Trusses Job Reference (optional) I32572814 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:28 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-V1ftsCULDKy27HDGc8H61x2oi?yiEoRhY67oX5zgYpf Scale = 1:8.2 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 3-3-3 3-2-13 1-7-10 1-7-10 3-3-3 1-7-10 0-0-4 1-1-1 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 18020114-A Truss X Truss Type MONOPITCH Qty 6 Ply 1 Roof Trusses Job Reference (optional) I32572815 Carter Components, Franklin, IN - 46131, 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Feb 28 16:26:28 2018 Page 1 ID:cgW93Q_DMR?1nGLJWRXNbhy57Mo-V1ftsCULDKy27HDGc8H61x2nB?y7EoRhY67oX5zgYpf Scale = 1:8.4 1 2 3 5 4 2x4 2x4 2x4 4x5 1-0-0 1-0-0 -1-0-0 1-0-0 0-10-8 0-10-8 1-0-0 0-1-8 1-2-13 0-0-13 1-3-13 0-10-10 1-0-5 0-3-8 1-3-13 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. edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. TC BC WB Matrix-R 0.12 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 2-5: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=119/0-1-8, 3=-0/Mechanical Max Horz 4=-106(LC 1), 3=106(LC 1) Max Uplift 4=-51(LC 7) Max Grav 4=119(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. TRUSS IS ESPECIALLY DESIGNED FOR BEARING CONDITION AS SHOWN. THIS TRUSS MUST BE SUPPORTED BY THE ADEQUATE STRUCTURAL SUPPORT BY OTHERS. PROVIDE ADEQUATE LATERAL BRACING, BY OTHERS, TO THIS TRUSS TO PREVENT OUT-PLANE MOVEMENT OR OVER-TURNING OF TRUSS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 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 3-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=92/3-2-7, 3=92/3-2-7 Max Horz 1=-18(LC 5) Max Uplift 1=-4(LC 7), 3=-4(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=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 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=137/7-2-7, 3=137/7-2-7, 4=230/7-2-7 Max Horz 1=49(LC 6) Max Uplift 1=-20(LC 7), 3=-24(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=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 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: 30 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=224/11-2-7, 3=224/11-2-7, 4=376/11-2-7 Max Horz 1=-80(LC 5) Max Uplift 1=-33(LC 7), 3=-39(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=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-3, Interior(1) 3-7-3 to 5-7-10, Exterior(2) 5-7-10 to 8-9-0 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) 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. March 1,2018 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.09 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: 40 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 13-5-12. (lb) - Max Horz 1=-97(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=262(LC 1), 8=306(LC 11), 6=306(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-3, Interior(1) 3-7-3 to 6-9-4, Exterior(2) 6-9-4 to 9-10-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. March 1,2018 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 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 5-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=94/5-2-7, 3=94/5-2-7, 4=157/5-2-7 Max Horz 1=-33(LC 5) Max Uplift 1=-14(LC 7), 3=-16(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=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 BC WB Matrix-P 0.29 0.19 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 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=181/9-2-7, 3=181/9-2-7, 4=303/9-2-7 Max Horz 1=64(LC 6) Max Uplift 1=-27(LC 7), 3=-32(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=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-3, Interior(1) 3-7-3 to 4-7-10, Exterior(2) 4-7-10 to 7-9-0 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) 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. March 1,2018 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.10 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: 39 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 13-2-7. (lb) - Max Horz 1=-95(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=263(LC 1), 8=302(LC 11), 6=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-3, Interior(1) 3-7-3 to 6-7-10, Exterior(2) 6-7-10 to 9-9-0 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) 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. March 1,2018 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.11 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 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 17-2-7. (lb) - Max Horz 1=-126(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 8=-104(LC 7), 6=-104(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=391(LC 11), 6=391(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-290/153, 4-6=-290/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-3, Interior(1) 3-7-3 to 8-7-10, Exterior(2) 8-7-10 to 11-9-0 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) 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 104 lb uplift at joint 8 and 104 lb uplift at joint 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. March 1,2018 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.09 0.16 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: 71 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 21-2-7. (lb) - Max Horz 1=157(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=350(LC 11), 12=273(LC 1), 9=350(LC 12), 8=273(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/143, 5-9=-267/143 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=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-3, Interior(1) 3-7-3 to 10-7-10, Exterior(2) 10-7-10 to 13-9-0 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) 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, 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. March 1,2018 Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.28 0.39 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.02 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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 (5-3-8 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=461/0-4-8, 6=402/0-1-8 Max Horz 2=33(LC 4) Max Uplift 2=-68(LC 3), 6=-33(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-750/33, 3-4=-1089/100 BOT CHORD 2-8=-42/645, 7-8=-48/631, 6-7=-103/1089 WEBS 3-7=-93/479, 4-6=-1115/100 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 6 lb up at 1-11-4, 8 lb up at 4-0-0, 8 lb up at 6-0-0, and 8 lb up at 8-0-0, and 12 lb down and 13 lb up at 9-9-12 on top chord, and at 1-11-4, at 4-0-0, at 6-0-0, and at 8-0-0, and 19 lb down at 9-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 5=-12(B) 6=-10(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. March 1,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=-28/4-11-8, 2=189/4-11-8, 6=284/4-11-8 Max Horz 2=69(LC 6) Max Uplift 5=-28(LC 1), 2=-37(LC 7), 6=-33(LC 7) Max Grav 5=6(LC 7), 2=189(LC 1), 6=284(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-1-6, Exterior(2) 2-1-6 to 4-9-12 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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 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) 5, 2, 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. March 1,2018 Matrix-P 0.33 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 2-4 2-4 4 l/defl >999 >787 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=264/0-3-8, 4=178/0-1-8 Max Horz 2=69(LC 6) Max Uplift 2=-51(LC 7), 4=-17(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 4-9-12 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.32 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=459/0-3-8, 5=383/0-1-8 Max Horz 2=133(LC 6) Max Uplift 2=-60(LC 7), 5=-42(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-635/33 BOT CHORD 2-6=-100/543, 5-6=-100/543 WEBS 3-5=-594/82 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 9-9-12 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. March 1,2018 Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.56 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.01 (loc) 2-7 2-7 6 l/defl >999 >410 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=459/0-3-8, 6=383/0-1-8 Max Horz 2=104(LC 6) Max Uplift 2=-62(LC 7), 6=-31(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-630/91, 3-4=-300/22 BOT CHORD 2-7=-210/545 WEBS 3-7=-333/171, 4-7=0/373, 4-6=-423/52 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 7-11-4, Exterior(2) 7-11-4 to 9-9-12 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.55 0.33 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=459/0-3-8, 5=383/0-1-8 Max Horz 2=79(LC 6) Max Uplift 2=-60(LC 7), 5=-31(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-500/31 BOT CHORD 2-6=-92/416, 5-6=-97/408 WEBS 3-5=-473/89 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 5-11-4, Exterior(2) 5-11-4 to 9-9-12 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.62 0.38 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.01 (loc) 5-6 5-6 5 l/defl >999 >834 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=459/0-3-8, 5=383/0-1-8 Max Horz 2=54(LC 6) Max Uplift 2=-62(LC 5), 5=-31(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-721/54 BOT CHORD 2-6=-83/631, 5-6=-91/619 WEBS 3-5=-638/80 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 2-1-6, Interior(1) 2-1-6 to 3-11-4, Exterior(2) 3-11-4 to 8-4-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=102/2-11-8, 2=183/2-11-8 Max Horz 2=44(LC 6) Max Uplift 4=-7(LC 7), 2=-43(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-1-6, Exterior(2) 2-1-6 to 2-9-12 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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. March 1,2018 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=190/0-3-8, 4=92/0-1-8 Max Horz 2=44(LC 6) Max Uplift 2=-49(LC 7), 4=-5(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 2-9-12 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 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: 43 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-9-13. (lb) - Max Horz 9=-236(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 5, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 5, 6, 7, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/132, 3-4=-380/141, 4-5=-471/152 BOT CHORD 8-9=-100/340, 7-8=-100/340, 6-7=-100/340, 5-6=-100/340 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 4-6-10, Interior(1) 4-6-10 to 7-5-12 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) All plates are 2x4 MT20 unless otherwise indicated. 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) 9, 5, 6, 7, 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. March 1,2018 Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 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 1-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=40/Mechanical, 2=155/0-4-8, 4=19/Mechanical Max Horz 2=37(LC 7) Max Uplift 3=-14(LC 7), 2=-43(LC 7) Max Grav 3=40(LC 1), 2=155(LC 1), 4=38(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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. March 1,2018 BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.08 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 16 17 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 93 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 21-8-0. (lb) - Max Horz 2=51(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 16, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 2 Max Grav All reactions 250 lb or less at joint(s) 16, 24, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 2 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 2-1-6, Exterior(2) 2-1-6 to 10-10-0, Corner(3) 10-10-0 to 13-11-6 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) 16, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 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. March 1,2018 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.49 0.97 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.76 0.06 (loc) 2-8 2-8 6 l/defl >905 >337 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=920/0-3-8, 6=926/0-5-8 Max Horz 2=51(LC 8) Max Uplift 2=-80(LC 8), 6=-83(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1526/111, 3-4=-1174/60, 4-5=-1174/59, 5-6=-1516/109 BOT CHORD 2-8=-82/1345, 6-8=-33/1333 WEBS 4-8=0/676, 5-8=-387/153, 3-8=-400/155 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 2-1-6, Interior(1) 2-1-6 to 10-10-0, Exterior(2) 10-10-0 to 13-11-6 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. March 1,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.57 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.39 0.05 (loc) 8-10 8-10 7 l/defl >999 >767 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 340 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-8,2-10: 2x4 SPF Stud WEDGE Left: 2x8 SP No.2, Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=8414/0-3-8, 1=8293/0-3-8 Max Horz 1=-199(LC 11) Max Uplift 7=-435(LC 6), 1=-429(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11210/606, 2-4=-11013/684, 4-6=-11053/686, 6-7=-11251/608 BOT CHORD 1-10=-492/9084, 8-10=-249/6275, 7-8=-423/9118 WEBS 4-8=-407/6576, 6-8=-108/265, 4-10=-403/6498, 2-10=-108/265 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: 2x10 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=435, 1=429. 8) Use USP JUS28 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 23-2-12 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: 1-4=-60, 4-7=-60, 1-7=-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. March 1,2018 25-2-0 6-7-15 26-2-0 1-0-0 0-8-13 9-1-8 0-8-13 8.00 12 Plate Offsets (X,Y)-- [6:0-1-9,0-1-8], [12:0-1-3,0-1-8], [13:0-3-0,0-3-0], [17:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.38 0.46 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 -0.01 (loc) 12-41 12-41 10 l/defl >999 >573 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 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* 8-12,4-17: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 6-14: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0, Right 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 6-17 REACTIONS. All bearings 12-6-0 except (jt=length) 10=0-3-8, 14=0-3-8, 14=0-3-8. (lb) - Max Horz 2=-197(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 17, 20, 21 Max Grav All reactions 250 lb or less at joint(s) 15, 16, 18, 19, 20, 21, 14, 14 except 10=757(LC 1), 2=396(LC 1), 17=717(LC 1), 2=396(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-321/135, 6-8=-716/211, 8-10=-792/132 BOT CHORD 16-17=0/285, 15-16=0/285, 14-15=0/285, 12-14=0/285, 10-12=0/627 WEBS 6-12=-103/529, 8-12=-351/184, 6-17=-414/0, 4-17=-344/187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 12-7-0, Exterior(2) 12-7-0 to 15-8-6 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 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) 10, 2, 17, 20, 21, 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. March 1,2018 0-8-13 9-1-8 0-8-13 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-MS 0.34 0.51 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.04 (loc) 12-21 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 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* 8-12,4-14: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1067/0-3-8, 10=1067/0-3-8 Max Horz 2=-197(LC 5) Max Uplift 2=-74(LC 7), 10=-74(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1334/90, 4-6=-1229/170, 6-8=-1229/170, 8-10=-1334/90 BOT CHORD 2-14=-57/1048, 12-14=0/721, 10-12=0/1048 WEBS 6-12=-89/526, 8-12=-331/187, 6-14=-89/526, 4-14=-331/187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 12-7-0, Exterior(2) 12-7-0 to 15-8-6 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, 10. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 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 0.07 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 62 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 1-6-15, Right 2x4 SPF Stud 1-6-15 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 12-8-0. (lb) - Max Horz 2=-109(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 18, 19, 20, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 17, 18, 19, 20, 16, 15, 14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-4-0, Exterior(2) 2-4-0 to 6-4-0, Corner(3) 6-4-0 to 9-5-6 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, 12, 18, 19, 20, 16, 15, 14. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 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-MS 0.26 0.38 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.09 0.02 (loc) 8-15 8-15 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 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. REACTIONS. (lb/size) 2=567/0-3-8, 6=567/0-3-8 Max Horz 2=-100(LC 5) Max Uplift 2=-53(LC 7), 6=-53(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-516/65, 4-6=-516/65 BOT CHORD 2-8=0/391, 6-8=0/391 WEBS 4-8=0/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 6-4-0, Exterior(2) 6-4-0 to 9-5-6 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, 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. March 1,2018 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 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 2-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=28/Mechanical, 2=233/0-7-6, 4=22/Mechanical Max Horz 2=36(LC 5) Max Uplift 3=-10(LC 8), 2=-79(LC 5) Max Grav 3=28(LC 1), 2=233(LC 1), 4=45(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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. March 1,2018 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 15 15 14 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-8-2, Right 2x4 SPF Stud 1-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-4-0. (lb) - Max Horz 2=137(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 24, 25, 26, 14, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 24, 25, 26, 14, 20, 19, 18, 17, 16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-1-6, Exterior(2) 2-1-6 to 8-2-0, Corner(3) 8-2-0 to 11-3-6 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, 22, 23, 24, 25, 26, 14, 20, 19, 18, 17, 16. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 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-MS 0.48 0.65 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.27 0.06 (loc) 8-15 8-15 2 l/defl >999 >735 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 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. REACTIONS. (lb/size) 2=713/0-3-8, 6=713/0-3-8 Max Horz 2=-129(LC 5) Max Uplift 2=-59(LC 7), 6=-59(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-703/84, 4-6=-703/84 BOT CHORD 2-8=0/522, 6-8=0/522 WEBS 4-8=0/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 8-2-0, Exterior(2) 8-2-0 to 11-3-6 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, 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. March 1,2018 TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.72 0.71 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.05 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 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=5578/0-3-8, 5=5625/0-3-8 Max Horz 1=-143(LC 11) Max Uplift 1=-288(LC 5), 5=-290(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7839/416, 2-3=-5589/352, 3-4=-5589/353, 4-5=-7985/425 BOT CHORD 1-8=-331/6238, 7-8=-331/6238, 6-7=-288/6355, 5-6=-288/6355 WEBS 3-7=-319/5862, 4-7=-2257/203, 4-6=-97/2800, 2-7=-2108/195, 2-8=-85/2619 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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=288, 5=290. 7) Use USP JUS28 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 15-6-12 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, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 9=-1227(F) 10=-1227(F) 11=-1227(F) 12=-1227(F) 13=-1227(F) 14=-1227(F) 15=-1227(F) 16=-1227(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. March 1,2018 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.03 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 16 17 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 97 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 17-8-0. (lb) - Max Horz 2=147(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 24, 25, 26, 27, 28, 2, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 16, 23, 24, 25, 26, 27, 28, 2, 22, 21, 20, 19, 18 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-2-0, Exterior(2) 2-2-0 to 8-10-0, Corner(3) 8-10-0 to 11-11-6 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) 24, 25, 26, 27, 28, 2, 22, 21, 20, 19, 18. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.59 0.76 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.37 0.08 (loc) 8-15 8-15 2 l/defl >999 >574 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=767/0-3-8, 6=767/0-3-8 Max Horz 2=-139(LC 5) Max Uplift 2=-61(LC 7), 6=-61(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-771/143, 4-6=-771/143 BOT CHORD 2-8=0/570, 6-8=0/570 WEBS 4-8=0/400 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 8-10-0, Exterior(2) 8-10-0 to 11-11-6 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, 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. March 1,2018 31-2-0 7-10-11 0-8-13 11-1-8 0-8-13 8.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-1-12], [5:0-2-8,0-3-4], [6:0-1-8,0-1-8], [7:0-0-0,0-1-12], [7:0-2-8,0-3-4], [36:0-2-2,0-0-0], [45:0-2-2,0-0-0] 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 0.61 0.72 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.61 0.05 (loc) 23-58 23-58 2 l/defl >852 >321 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 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* 4-23,8-17: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 6-24,25-27,20-38: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17 REACTIONS. All bearings 14-10-0 except (jt=length) 2=0-3-8, 21=0-3-8. (lb) - Max Horz 2=252(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 20, 12 except 17=-110(LC 7), 11=-121(LC 8) Max Grav All reactions 250 lb or less at joint(s) 20, 19, 18, 16, 15, 14, 13, 12, 11, 21 except 10=314(LC 1), 17=912(LC 1), 2=916(LC 1), 10=314(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1015/135, 4-6=-889/221, 6-8=-268/202, 8-10=-363/283 BOT CHORD 2-23=-109/802, 21-23=-32/347, 20-21=-32/347, 19-20=-32/347, 18-19=-32/347, 17-18=-32/347, 16-17=-11/281, 15-16=-11/281, 14-15=-11/281, 13-14=-11/281, 12-13=-11/281, 11-12=-11/281, 10-11=-11/281 WEBS 4-23=-438/228, 6-23=-118/652, 6-17=-565/20, 8-17=-423/229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 15-7-0, Exterior(2) 15-7-0 to 18-8-6 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 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) 10, 2, 20, 12, 10 except (jt=lb) 17=110, 11=121. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 [26:0-0-0,0-1-12], [49:0-0-0,0-1-12] 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 0.15 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 31-2-0. (lb) - Max Horz 49=-257(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 49, 26, 39, 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27 except 48=-102(LC 7) 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=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-3-2, Exterior(2) 3-3-2 to 15-7-0, Corner(3) 15-7-0 to 18-8-6 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, 35, 34, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 48=102. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 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-MS 0.57 0.75 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.06 (loc) 11-16 11-16 10 l/defl >999 >799 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-13,8-11: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1246/Mechanical, 2=1308/0-3-8 Max Horz 2=252(LC 6) Max Uplift 10=-53(LC 8), 2=-85(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1703/116, 4-6=-1549/202, 6-8=-1552/204, 8-10=-1705/118 BOT CHORD 2-13=-94/1343, 11-13=0/905, 10-11=-1/1346 WEBS 4-13=-418/230, 6-13=-99/651, 6-11=-102/656, 8-11=-421/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 15-7-0, Exterior(2) 15-7-0 to 18-8-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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. March 1,2018 TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.57 0.75 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.06 (loc) 12-19 12-19 9 l/defl >999 >799 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 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1247/Mechanical, 1=1247/Mechanical Max Horz 1=241(LC 6) Max Uplift 9=-53(LC 8), 1=-53(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1707/118, 3-5=-1554/204, 5-7=-1554/204, 7-9=-1707/118 BOT CHORD 1-12=-96/1347, 10-12=0/907, 9-10=-2/1347 WEBS 3-12=-421/231, 5-12=-102/656, 5-10=-102/656, 7-10=-421/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-1-6, Interior(1) 3-1-6 to 15-7-0, Exterior(2) 15-7-0 to 18-8-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018 TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.57 0.75 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.06 (loc) 12-19 12-19 9 l/defl >999 >799 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 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1247/Mechanical, 1=1247/Mechanical Max Horz 1=-241(LC 5) Max Uplift 9=-53(LC 8), 1=-53(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1707/118, 3-5=-1554/204, 5-7=-1554/204, 7-9=-1707/118 BOT CHORD 1-12=-96/1347, 10-12=0/907, 9-10=-2/1347 WEBS 3-12=-421/231, 5-12=-102/656, 5-10=-102/656, 7-10=-421/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-1-6, Interior(1) 3-1-6 to 15-7-0, Exterior(2) 15-7-0 to 18-8-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 1,2018