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HomeMy WebLinkAboutM002.0Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. Liu, Xuegang Pages or sheets covered by this seal: I34942357 thru I34942401 My license renewal date for the state of Indiana is July 31, 2020. 1802571R 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: TG58 A/B 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802571R Truss AGE1 Truss Type GABLE Qty 2 Ply 1 TG58 A/B Job Reference (optional) I34942357 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:36 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-42c8E?TYFrNxLdofbVmzS8b46aXB6W?vTO3LknyUYAL Scale = 1:72.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x6 3x6 3x6 3x6 3x6 3x6 5x6 5x6 16-11-4 16-11-4 18-11-4 2-0-0 20-11-4 2-0-0 22-11-4 2-0-0 39-10-8 16-11-4 14-7-8 14-7-8 16-11-4 2-3-12 18-11-4 2-0-0 20-11-4 2-0-0 Job 1802571R Truss AM01 Truss Type Monopitch Qty 4 Ply 1 TG58 A/B Job Reference (optional) I34942358 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:37 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-YEAWRLTA?9VoznNs9DHC_M8BN_rgr_92h2ouGDyUYAK Scale = 1:22.8 1 2 3 5 4 6 7 3x4 3x6 2x4 4-10-0 4-10-0 -1-0-0 1-0-0 4-10-0 4-10-0 0-9-0 3-11-11 8.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.37 Job 1802571R Truss AM02 Truss Type Monopitch Qty 10 Ply 1 TG58 A/B Job Reference (optional) I34942359 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:38 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-0QkufhUomTdfbxy2jwoRXZgPMNDuaRPBwiYSpgyUYAJ Scale = 1:14.4 1 2 3 5 4 1.5x4 1.5x4 3x6 2-3-8 2-3-8 -1-1-8 1-1-8 2-3-8 2-3-8 0-9-0 2-3-5 8.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.16 0.04 Job 1802571R Truss AT01 Truss Type PIGGYBACK BASE Qty 4 Ply 1 TG58 A/B Job Reference (optional) I34942360 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:40 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-zpre4MW2I4tNqF6RqLqvc_le6Bky2CgUO?1YtYyUYAH Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 1920 21 22 23 24 25 26 27 28 29 3x6 5x6 5x6 3x6 3x6 3x4 3x4 3x4 4x6 1.5x4 4x8 1.5x4 5x6 3x6 1.5x4 3x6 3x4 3x4 9-8-10 9-8-10 19-1-12 9-5-2 25-11-8 6-9-12 32-9-4 6-9-12 Job 1802571R Truss AT02 Truss Type Piggyback Base Qty 5 Ply 1 TG58 A/B Job Reference (optional) I34942361 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:41 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-R?P1HiWg3O0ESPgdO2L89CInHb3bnlMecfm6P_yUYAG Scale = 1:69.9 12 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3x6 5x6 5x6 3x6 5x6 3x4 3x4 3x4 4x6 1.5x4 4x8 1.5x4 3x4 1.5x4 5x6 3x4 3x4 4x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 39-10-8 9-10-8 Job 1802571R Truss AT03 Truss Type PIGGYBACK BASE Qty 3 Ply 1 TG58 A/B Job Reference (optional) I34942362 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:42 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-vCzPU2XIqh854YFpymsNhPr_j?PSW7EnrJWfyRyUYAF Scale = 1:72.7 1 2 3 4 5 67 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 2526 27 28 29 3x6 5x6 5x6 3x6 3x6 3x4 3x4 3x6 3x6 1.5x4 4x8 3x4 3x4 3x4 1.5x4 3x6 3x4 3x4 3x6 7-2-3 7-2-3 14-7-8 7-5-5 20-9-8 6-2-0 20-11-10 0-2-2 30-0-0 9-0-6 39-10-8 Job 1802571R Truss AT04 Truss Type PIGGYBACK BASE Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942363 84 Lumber-0783, Franklin, Indiana, . 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 09:16:47 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-p??BTigBEAOKfcXoN5wZRgBHBdN1V7uvQhgOfQyUXKk Scale = 1:70.9 1 2 3 4 5 6 7 8 9 10 11 17 16 14 13 12 18 19 20 21 22 23 24 25 26 15 27 28 29 30 3x6 5x6 5x6 3x6 3x6 3x4 3x4 3x4 4x6 1.5x4 4x8 1.5x4 5x6 3x6 1.5x4 3x6 3x4 3x4 9-8-10 9-8-10 16-9-0 7-0-6 16-9-2 0-0-2 Job 1802571R Truss AT05 Truss Type Piggyback Base Qty 2 Ply 1 TG58 A/B Job Reference (optional) I34942364 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:45 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-JnfX74aB7cWfx0_OduQ4J2TUrCR7jTvDXHkJZmyUYAC Scale = 1:73.3 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3x6 5x6 5x6 3x6 3x6 3x4 3x4 3x4 4x6 1.5x4 4x8 1.5x4 5x6 3x6 1.5x4 3x6 3x4 3x4 9-8-10 9-8-10 19-1-12 9-5-2 25-11-8 6-9-12 32-9-4 Job 1802571R Truss BGE1 Truss Type GABLE Qty 2 Ply 1 TG58 A/B Job Reference (optional) I34942365 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:46 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-nzDwKQapuweWYAZaBcxJsF?n3cyTS2TNmxUt5CyUYAB Scale = 1:70.1 1 2 3 4 5 6 7 8910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 49 3x6 3x6 3x6 2x4 5x6 2x4 5x6 5x6 17-0-0 17-0-0 19-0-0 2-0-0 21-0-0 2-0-0 23-0-0 2-0-0 36-0-0 13-0-0 14-7-8 14-7-8 17-0-0 2-4-8 19-0-0 2-0-0 21-0-0 2-0-0 23-0-0 2-0-0 25-3-0 Job 1802571R Truss BGE2 Truss Type GABLE Qty 2 Ply 1 TG58 A/B Job Reference (optional) I34942366 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:48 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-kMKgl6c3QXuEoTjzI0znxg572Pd?wxtgDFzz94yUYA9 Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6 3x4 3x4 3x4 3x4 3x6 3x4 3x4 34-0-0 34-0-0 13-10-8 13-10-8 20-1-8 6-3-0 34-0-0 13-10-8 0-9-0 10-0-0 0-9-0 10-0-0 8.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [10:0-2-0,0-2-3], [14:0-2-0,0-2-3], [23:0-1-3,0-1-12], [23:Edge,0-3-8], [24:0-0-0,0-1-12], [44:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL Job 1802571R Truss BT01 Truss Type Piggyback Base Qty 10 Ply 1 TG58 A/B Job Reference (optional) I34942367 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:49 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-CYu2yRdhBr05PdI9skV0TudAfprlfIWpSviXiXyUYA8 Scale = 1:71.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 3x6 5x6 5x6 3x4 3x6 3x4 3x4 3x6 1.5x4 3x6 3x4 1.5x4 4x8 3x4 3x4 3x6 3x4 6-10-12 6-10-12 13-6-0 6-7-4 20-1-4 6-7-4 27-10-14 7-9-10 36-0-0 8-1-2 7-5-8 7-5-8 14-7-8 7-2-0 20-1-4 Job 1802571R Truss BT02 Truss Type Piggyback Base Qty 5 Ply 1 TG58 A/B Job Reference (optional) I34942368 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:50 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-gkSQAndKx98y1nsMQR0F05AH9D4hOkHyhZS4EzyUYA7 Scale = 1:72.5 1 2 3 4 5 678 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 28 29 3x6 5x6 5x6 4x6 3x4 3x4 3x4 4x6 1.5x4 3x4 3x4 4x8 3x4 3x8 MT18HS 3x4 3x6 9-0-0 9-0-0 18-0-0 9-0-0 27-0-0 9-0-0 36-0-0 9-0-0 -1-0-0 1-0-0 7-5-8 7-5-8 14-7-8 7-2-0 Job 1802571R Truss BT03 Truss Type Piggyback Base Qty 2 Ply 1 TG58 A/B Job Reference (optional) I34942369 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:51 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-8w0pN7eyiSGpfxRYz9XUZJjXYdYB7Cz6vDBemPyUYA6 Scale: 3/16"=1' 1 2 3 4 56 7 8 9 10 11 17 16 15 1413 12 18 19 20 21 22 23 24 25 26 5x6 5x6 3x6 3x6 1.5x4 3x6 1.5x4 3x6 7-10-14 7-10-14 15-6-4 7-7-6 21-7-0 6-0-12 27-7-12 6-0-12 34-0-0 6-4-4 7-1-0 7-1-0 13-10-8 6-9-8 20-1-8 6-3-0 26-11-0 6-9-8 34-0-0 7-1-0 35-0-0 Job 1802571R Truss BT04 Truss Type Piggyback Base Qty 13 Ply 1 TG58 A/B Job Reference (optional) I34942370 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:52 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-c7aBbTfaTmOgG50kXs2j5WFeh1pSsjnF8txBIsyUYA5 Scale = 1:62.3 1 2 3 4 56 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 25 4x4 5x6 5x6 4x4 4x6 3x4 3x4 3x4 3x6 1.5x4 3x4 3x4 1.5x4 4x6 3x4 3x4 3x6 8-7-12 8-7-12 17-0-0 8-4-4 25-4-4 8-4-4 34-0-0 8-7-12 7-1-0 7-1-0 13-10-8 6-9-8 20-1-8 6-3-0 26-11-0 6-9-8 34-0-0 Job 1802571R Truss CGE1 Truss Type Common Supported Gable Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942371 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:53 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-4J8ZopgCE4WXuFbx5aZyeko_sQLNbCCPNXgkrIyUYA4 Scale = 1:56.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 3x4 4x4 3x4 3x6 3x4 25-0-8 25-0-8 -1-0-0 1-0-0 12-6-4 12-6-4 25-0-8 12-6-4 26-0-8 1-0-0 0-9-0 9-1-3 0-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [16:0-1-3,0-1-12], [18:0-0-0,0-1-12], [18:Edge,0-3-8], [31:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL Job 1802571R Truss CGR1 Truss Type Common Girder Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942372 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:54 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-YVix09gq?NeOWOA7fH4BAxLyHqWeKVgYcBQINkyUYA3 Scale = 1:60.5 1 2 3 4 5 6 7 8 9 10 11 15 14 16 17 18 19 13 12 20 21 22 23 24 25 5x12 MT20HS 8x12 MT20HS 5x9 5x12 MT20HS 6x8 8x12 MT20HS 12x12 4x6 1.5x4 10x10 1.5x4 4x6 1.5x4 10x10 1.5x4 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 6-4-15 6-4-15 12-6-4 6-1-5 18-7-9 6-1-5 Job 1802571R Truss CGR1 Truss Type Common Girder Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942372 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:55 2018 Page 2 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-1iFJDVhSmhmE7YlJC?bQj9t71Est3yviqr9rvAyUYA2 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-11=-60, 1-11=-20 Concentrated Loads (lb) Vert: 13=-1340(B) 12=-1340(B) 15=-1340(B) 16=-1345(B) 17=-1340(B) 18=-1340(B) 19=-1340(B) 20=-1340(B) 21=-1340(B) 22=-1340(B) 23=-1340(B) 24=-1340(B) 25=-1343(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. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802571R Truss DT01 Truss Type Common Qty 5 Ply 1 TG58 A/B Job Reference (optional) I34942373 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:55 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-1iFJDVhSmhmE7YlJC?bQj9t7GEwc3y3iqr9rvAyUYA2 Scale = 1:57.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 4x4 6x6 4x8 3x4 4x8 4x4 3x4 1.5x4 4x8 1.5x4 3x4 3x4 1.5x4 3x4 4x8 5-1-9 5-1-9 10-1-12 5-0-3 16-10-4 6-8-8 23-6-11 6-8-7 30-4-8 6-9-13 -1-0-0 1-0-0 5-1-9 Job 1802571R Truss DT02 Truss Type COMMON Qty 2 Ply 1 TG58 A/B Job Reference (optional) I34942374 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:56 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-VupiRri4X?u5liKVmi7fGMQIzeGhoPAr3VvPRdyUYA1 Scale = 1:56.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 3x4 6x6 4x8 3x4 4x8 4x4 3x4 1.5x4 4x8 1.5x4 3x4 3x4 1.5x4 3x4 4x8 5-1-9 5-1-9 10-1-12 5-0-3 16-10-4 6-8-8 23-6-11 6-8-7 30-4-8 6-9-13 -1-0-0 1-0-0 5-1-9 Job 1802571R Truss EGR1 Truss Type Common Girder Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942375 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:59 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-vTVq3skzqwHgcA24RqgMt?2qtrA4?i9HlT732yyUYA_ Scale = 1:51.4 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 3x6 4x4 5x6 5x12 MT20HS 10x10 1.5x4 1.5x4 4x6 10x10 3x8 MT18HS 6x6 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 7-7-13 7-7-13 15-2-4 7-6-7 20-4-8 5-2-4 3-10-9 3-10-9 7-7-13 3-9-4 11-5-0 3-9-4 15-2-4 3-9-4 20-4-8 5-2-4 Job 1802571R Truss EGR02 Truss Type Common Girder Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942376 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:58 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-RHxSrWkL3c9p_0Uuu797LnVf1RskGHk8WpOVWVyUYA? Scale = 1:53.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 3x4 4x4 5x12 MT20HS 5x12 MT20HS 5x6 4x6 10x10 4x6 10x10 6x8 10x10 5x12 MT20HS 5x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 4-4-3 4-4-3 7-11-9 3-7-6 11-6-14 3-7-6 15-2-4 3-7-6 20-4-8 5-2-4 4-4-3 4-4-3 7-11-9 Job 1802571R Truss EGR02 Truss Type Common Girder Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942376 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:19:58 2018 Page 2 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-RHxSrWkL3c9p_0Uuu797LnVf1RskGHk8WpOVWVyUYA? LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 1-8=-20 Concentrated Loads (lb) Vert: 11=-1340(B) 13=-1340(B) 16=-1343(B) 17=-1340(B) 18=-1340(B) 19=-1340(B) 20=-1340(B) 21=-1340(B) 22=-1340(B) 23=-1340(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. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802571R Truss FGE1 Truss Type Common Supported Gable Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942377 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:00 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-Nf3CGClbbDPXEJdH?YBbQCaB5Fk7kMVR_7tcZOyUY9z Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 2120 19 18 17 16 15 14 3x6 4x4 3x4 3x6 20-7-0 20-7-0 -1-0-0 1-0-0 10-3-8 10-3-8 20-7-0 10-3-8 21-7-0 1-0-0 0-9-0 7-7-5 0-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [12:0-1-3,0-1-12], [14:0-0-0,0-1-12], [14:Edge,0-3-8], [25:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job 1802571R Truss FGR1 Truss Type COMMON GIRDER Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942378 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:01 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-rsdbUYmDMXXOrTCTZFiqyQ79YfsVTe6aDnc96qyUY9y Scale: 1/4"=1' 1 2 3 4 5 6 7 11 10 12 13 14 15 98 16 17 18 19 20 4x8 4x6 4x8 10x10 4x4 6x6 1.5x4 6x8 10x10 1.5x4 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 5-3-8 5-3-8 10-3-8 5-0-0 15-3-8 5-0-0 20-7-0 5-3-8 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-7-8 3-4-0 16-11-8 3-4-0 20-7-0 Job 1802571R Truss FGR1 Truss Type COMMON GIRDER Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942378 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:01 2018 Page 2 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-rsdbUYmDMXXOrTCTZFiqyQ79YfsVTe6aDnc96qyUY9y LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-603(B) 12=-1635 13=-1635 14=-1635 15=-603(B) 16=-603(B) 17=-603(B) 18=-603(B) 19=-603(B) 20=-608(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. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802571R Truss FT01 Truss Type Common Qty 4 Ply 1 TG58 A/B Job Reference (optional) I34942379 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:01 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-rsdbUYmDMXXOrTCTZFiqyQ7Ikfz6TiDaDnc96qyUY9y Scale = 1:53.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 4x6 4x4 3x4 4x4 3x4 4x4 6x10 6x10 7-4-11 7-4-11 14-5-13 7-1-3 21-10-8 7-4-11 -1-0-0 1-0-0 5-7-6 5-7-6 10-11-4 5-3-14 16-3-2 5-3-14 21-10-8 5-7-6 22-10-8 1-0-0 0-9-0 8-0-8 0-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-10,0-2-7], [2:Edge,0-2-0], [6:0-3-10,0-2-7], [8:Edge,0-2-0] Job 1802571R Truss GGE1 Truss Type Common Supported Gable Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942380 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:02 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-J2Azhunr7rfFTdnf7zD3VdgWa3PcCGEjRQMjeHyUY9x Scale = 1:46.0 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x6 4x4 3x6 5x6 20-0-0 20-0-0 -1-0-0 1-0-0 10-0-0 10-0-0 20-0-0 10-0-0 21-0-0 1-0-0 0-9-0 7-5-0 0-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [12:0-1-3,0-1-12], [14:Edge,0-3-8], [14:0-0-0,0-1-12], [19:0-3-0,0-3-0], [24:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job 1802571R Truss GGR1 Truss Type Common Girder Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942381 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:04 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-GRIj6ao6eSvzixx2EOGXa2legsujg0W0vkrqj9yUY9v Scale = 1:46.5 1 2 3 4 5 6 7 8 9 13 12 14 15 16 17 18 11 19 20 10 21 22 23 4x6 4x6 10x10 3x6 1.5x4 6x10 1.5x4 3x6 1.5x4 6x10 1.5x4 5x9 3x8 MT18HS JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 5-0-8 5-0-8 10-0-0 4-11-8 14-11-8 4-11-8 20-0-0 5-0-8 2-6-13 2-6-13 5-0-8 2-5-12 7-6-4 2-5-12 Job 1802571R Truss GGR1 Truss Type Common Girder Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942381 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:04 2018 Page 2 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-GRIj6ao6eSvzixx2EOGXa2legsujg0W0vkrqj9yUY9v LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-644(F) 15=-644(F) 16=-644(F) 17=-644(F) 18=-644(F) 19=-644(F) 20=-644(F) 21=-644(F) 22=-644(F) 23=-647(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. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802571R Truss HGE01 Truss Type Common Supported Gable Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942382 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:04 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-GRIj6ao6eSvzixx2EOGXa2ls4s50gBW0vkrqj9yUY9v Scale = 1:39.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 4x4 3x6 3x4 16-10-8 16-10-8 -1-0-0 1-0-0 8-5-4 8-5-4 16-10-8 8-5-4 17-10-8 1-0-0 0-9-0 6-4-8 0-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [10:0-1-3,0-1-12], [12:0-0-0,0-1-12], [12:Edge,0-3-8], [21:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job 1802571R Truss HGE02 Truss Type GABLE Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942383 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:05 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-kds5JwpkPm1qK5WEo5nm7FI?RGMlPbYA7OaNFbyUY9u Scale = 1:40.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 18 17 16 19 20 4x4 3x6 3x4 3x4 6x6 1.5x4 4x8 4x8 3x6 1.5x4 1.5x4 1.5x4 6x10 1.5x4 1.5x4 3x6 8-0-8 8-0-8 16-10-8 8-10-0 -1-0-0 1-0-0 4-2-0 4-2-0 8-0-8 3-10-8 12-1-12 4-1-4 Job 1802571R Truss HGR01 Truss Type COMMON GIRDER Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942384 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:06 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-CpQTXFqMA39hyE5QMoI?fTq1dgZO8weJM2Kwn2yUY9t Scale = 1:42.7 1 2 3 4 5 6 7 11 10 9 12 13 14 15 16 17 18 8 19 20 4x6 5x6 10x10 4x4 6x6 1.5x4 4x4 6x6 1.5x4 5x9 JL26 JL26 5x9 JL26 JL26 HUS26 Special HUS26 HUS26 HUS26 HUS26 4-4-7 4-4-7 8-5-4 4-0-13 12-6-1 4-0-13 16-10-8 4-4-7 3-0-3 3-0-3 5-8-12 2-8-8 8-5-4 2-8-8 11-1-12 2-8-8 13-10-5 2-8-8 16-10-8 3-0-3 Job 1802571R Truss HGR01 Truss Type COMMON GIRDER Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942384 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:07 2018 Page 2 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-g?_skbr_xNHYZOgdvWpECgNCN4udtNuTbi3UJUyUY9s LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 10=-631(F) 12=-632(F) 13=-631(F) 14=-631(F) 15=-648(F) 16=-595(F) 17=-550(F) 18=-550(F) 19=-550(F) 20=-550(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. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802571R Truss HGR2 Truss Type Common Girder Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942385 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:08 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-8CYEyxrcihPOBYFpTDKTluwOGTDEcricqMp1swyUY9r Scale = 1:39.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 4x6 6x8 10x10 4x6 10x10 3x6 4x8 4x6 10x10 3x6 4x8 6x8 JUS24 JUS24 6x8 JUS24 JUS24 JUS24 JUS24 JUS24 2-10-10 2-10-10 5-5-9 2-6-15 8-0-8 2-6-15 10-7-7 2-6-15 13-2-6 2-6-15 16-1-0 2-10-10 2-10-10 2-10-10 5-5-9 2-6-15 8-0-8 2-6-15 Job 1802571R Truss HGR2 Truss Type Common Girder Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942385 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:08 2018 Page 2 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-8CYEyxrcihPOBYFpTDKTluwOGTDEcricqMp1swyUY9r LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-679(F) 14=-634(F) 15=-634(F) 16=-634(F) 17=-679(F) 18=-679(F) 19=-679(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. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802571R Truss HGR3 Truss Type Common Girder Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942386 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:08 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-8CYEyxrcihPOBYFpTDKTluwQOTIvcohcqMp1swyUY9r Scale = 1:37.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 4x4 6x10 6x8 5x6 3x16 MT18HS 10x10 4x6 4x8 3x6 4x6 3x6 3x6 4x8 2-7-0 2-7-0 5-2-14 2-7-14 8-0-8 2-9-10 10-7-8 2-7-0 13-2-8 2-7-0 16-1-0 2-10-8 -1-0-0 1-0-0 2-7-0 2-7-0 5-2-14 2-7-14 8-0-8 Job 1802571R Truss HGR3 Truss Type Common Girder Qty 1 Ply 2 TG58 A/B Job Reference (optional) I34942386 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:08 2018 Page 2 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-8CYEyxrcihPOBYFpTDKTluwQOTIvcohcqMp1swyUY9r LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 15=-9600(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. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802571R Truss HT01 Truss Type Common Qty 3 Ply 1 TG58 A/B Job Reference (optional) I34942387 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:09 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-cO6c9HsET_XFpip?1xriH5SiOtgELOYl20YbONyUY9q Scale = 1:40.0 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 5x9 4x4 4x4 6x10 6x10 8-5-4 8-5-4 16-10-8 8-5-4 -1-0-0 1-0-0 4-4-6 4-4-6 8-5-4 4-0-14 12-6-2 4-0-14 16-10-8 4-4-6 17-10-8 1-0-0 0-9-0 6-4-8 0-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-10,0-2-7], [2:Edge,0-2-4], [6:0-3-10,0-2-7], [8:Edge,0-2-4], [9:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL Job 1802571R Truss HT03 Truss Type Common Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942388 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:10 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-4af_NdttEIf6RsOCbeNxqJ?sxH_s4sFvHgI8wpyUY9p Scale = 1:39.0 1 2 3 4 5 6 7 8 9 10 11 4x4 3x6 3x4 3x4 5x9 1.5x4 1.5x4 8-0-8 8-0-8 16-10-8 8-10-0 -1-0-0 1-0-0 4-2-0 4-2-0 8-0-8 3-10-8 12-1-12 4-1-4 16-10-8 4-8-12 0-9-0 6-1-5 0-2-11 8.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-3], [8:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * Job 1802571R Truss HT04 Truss Type Common Qty 4 Ply 1 TG58 A/B Job Reference (optional) I34942389 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:11 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-ZnDMazuV?bnz20zO8MuAMWY25hMipKx2WK1hSFyUY9o Scale = 1:39.2 1 2 3 4 5 6 7 8 9 10 11 12 4x4 4x6 3x4 5x9 1.5x4 1.5x4 3x6 3x4 8-0-8 8-0-8 16-1-0 8-0-8 -1-0-0 1-0-0 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 16-1-0 4-2-0 17-1-0 1-0-0 0-9-0 6-1-5 0-9-0 8.00 12 Plate Offsets (X,Y)-- [8:0-4-1,0-0-3], [10:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL Job 1802571R Truss HT05 Truss Type COMMON Qty 2 Ply 1 TG58 A/B Job Reference (optional) I34942390 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:11 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-ZnDMazuV?bnz20zO8MuAMWY2uhMhpI?2WK1hSFyUY9o Scale = 1:38.8 1 2 3 4 5 6 9 8 7 10 11 12 13 4x4 6x10 5x9 4x4 4x4 6x10 8-5-4 8-5-4 16-10-8 8-5-4 -1-0-0 1-0-0 4-4-6 4-4-6 8-5-4 4-0-14 12-6-2 4-0-14 16-10-8 4-4-6 0-9-0 6-4-8 0-9-0 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [2:0-3-10,0-2-7], [6:Edge,0-2-0], [6:0-3-10,0-2-7], [8:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 Job 1802571R Truss HT06 Truss Type COMMON Qty 4 Ply 1 TG58 A/B Job Reference (optional) I34942391 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:12 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-1znlnJu7mvvqg9Yai3PPvk4Dl5ivYlCCl_nF?hyUY9n Scale = 1:38.8 1 2 3 4 5 8 7 6 9 10 11 12 6x10 4x4 6x10 5x9 4x4 4x4 8-5-4 8-5-4 16-10-8 8-5-4 4-4-6 4-4-6 8-5-4 4-0-14 12-6-2 4-0-14 16-10-8 4-4-6 0-9-0 6-4-8 0-9-0 8.00 12 Plate Offsets (X,Y)-- [1:0-3-10,0-2-7], [1:Edge,0-2-4], [5:0-3-10,0-2-7], [5:Edge,0-2-4], [7:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job 1802571R Truss IGE1 Truss Type Common Supported Gable Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942392 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:13 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-V9L7?fvlXD2hIJ7nGnweSxdPpU9GHF?LzeWoX8yUY9m Scale = 1:34.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 4x4 3x6 14-6-8 14-6-8 -1-0-0 1-0-0 7-3-4 7-3-4 14-6-8 7-3-4 15-6-8 1-0-0 0-9-0 5-7-3 0-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [10:0-1-3,0-1-12], [12:0-0-0,0-1-12], [12:Edge,0-3-8], [20:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job 1802571R Truss IGE2 Truss Type Common Supported Gable Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942393 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:14 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-zMvVC?wNIWAYvTizqURt_9AaZuVV0jNVCIGM3ayUY9l Scale = 1:33.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 4x4 3x6 13-9-8 13-9-8 -1-0-0 1-0-0 6-10-12 6-10-12 13-9-8 6-10-12 14-9-8 1-0-0 0-9-0 5-4-3 0-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [10:0-1-3,0-1-12], [12:0-0-0,0-1-12], [12:Edge,0-3-8], [20:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job 1802571R Truss IT01 Truss Type Common Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942394 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:15 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-RYTtQKx?3qIPXdH9NBy6XMifXIl4l8FeRy?vb0yUY9k Scale = 1:34.4 1 2 3 4 5 8 7 6 9 10 11 12 4x4 10x10 4x8 10x10 7-3-4 7-3-4 14-6-8 7-3-4 -1-0-0 1-0-0 7-3-4 7-3-4 14-6-8 7-3-4 15-6-8 1-0-0 0-9-0 5-7-3 0-9-0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [8:0-3-0,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job 1802571R Truss IT02 Truss Type Common Qty 4 Ply 1 TG58 A/B Job Reference (optional) I34942395 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:15 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-RYTtQKx?3qIPXdH9NBy6XMikdIkcl7FeRy?vb0yUY9k Scale = 1:32.5 1 2 3 4 5 6 8 7 9 10 11 12 4x4 4x8 3x4 4x4 1.5x4 6x8 6-10-12 6-10-12 14-7-0 7-8-4 -1-0-0 1-0-0 3-7-2 3-7-2 6-10-12 3-3-10 10-5-2 3-6-6 14-7-0 4-1-14 0-9-0 5-4-3 0-2-11 8.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-3], [2:Edge,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 Job 1802571R Truss IT03 Truss Type Common Qty 6 Ply 1 TG58 A/B Job Reference (optional) I34942396 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:16 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-vk1Fdgydq8QG9nsLxvUL3aFq8i6zUc4nfclS8TyUY9j Scale = 1:32.9 1 2 3 4 5 8 7 6 9 10 11 12 4x4 10x10 4x8 10x10 6-10-12 6-10-12 13-9-8 6-10-12 -1-0-0 1-0-0 6-10-12 6-10-12 13-9-8 6-10-12 14-9-8 1-0-0 0-9-0 5-4-3 0-9-0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [8:0-3-0,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job 1802571R Truss PB1 Truss Type PIGGYBACK Qty 4 Ply 1 TG58 A/B Job Reference (optional) I34942397 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:17 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-Nxaer0yGbRY7mxRYVc?acno5N6XBD4cxuGU0gvyUY9i Scale = 1:24.8 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 4x4 2x4 1.5x4 1.5x4 2x4 1.5x4 2x4 1.5x4 1.5x4 2x4 10-7-8 10-7-8 5-3-12 5-3-12 10-7-8 5-3-12 0-4-7 3-6-8 0-1-8 0-4-7 0-1-8 8.00 12 Plate Offsets (X,Y)-- [10:0-1-12,0-5-13], [14:0-1-12,0-5-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job 1802571R Truss PB2 Truss Type PIGGYBACK Qty 30 Ply 1 TG58 A/B Job Reference (optional) I34942398 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:17 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-Nxaer0yGbRY7mxRYVc?acno2j6VrD44xuGU0gvyUY9i Scale = 1:22.1 1 2 3 4 5 6 7 8 9 10 4x6 2x4 2x4 1.5x4 10-7-8 10-7-8 5-3-12 5-3-12 10-7-8 5-3-12 0-4-7 3-6-8 0-1-8 0-4-7 0-1-8 8.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-6], [4:0-4-4,0-0-6] LOADING (psf) TCLL (Roof Snow=20.0) 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 1802571R Truss PB3 Truss Type PIGGYBACK Qty 2 Ply 1 TG58 A/B Job Reference (optional) I34942399 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:18 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-r7802MzuLlg_O4?k3KWp9?KFYVt2yXx47wEZCLyUY9h Scale = 1:14.8 1 2 3 4 5 6 4x4 2x4 1.5x4 2x4 6-3-0 6-3-0 3-1-8 3-1-8 6-3-0 3-1-8 0-4-7 2-1-0 0-1-8 0-4-7 0-1-8 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Job 1802571R Truss PB4 Truss Type PIGGYBACK Qty 15 Ply 1 TG58 A/B Job Reference (optional) I34942400 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:19 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-KJiOFi_W63or0Eawc112hCtQIvDHh_BEMaz6knyUY9g Scale = 1:14.8 1 2 3 4 5 6 4x4 2x4 1.5x4 2x4 6-3-0 6-3-0 3-1-8 3-1-8 6-3-0 3-1-8 0-4-7 2-1-0 0-1-8 0-4-7 0-1-8 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Job 1802571R Truss WGE1 Truss Type GABLE Qty 1 Ply 1 TG58 A/B Job Reference (optional) I34942401 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:20:20 2018 Page 1 ID:ibgRwv9cHngu3W3cLhHZs9yUyn1-oWGmT2?8tMwhdO97AlYHEQPZkJUkQNkNaEjgHEyUY9f Scale = 1:42.7 1 2 3 4 5 6 7 8 9 17 16 14 13 12 11 10 21 20 19 18 22 23 24 25 15 4x4 10x10 3x6 3x4 1.5x4 1.5x4 4x8 4x8 3x6 1.5x4 1.5x4 1.5x4 6x10 3x6 1.5x4 3x6 3x6 2-7-8 2-7-8 8-5-4 5-9-12 16-10-8 8-5-4 -1-0-0 edge of truss. 1 / 16 " from outside 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 87 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. 1 / 16 " from outside 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 87 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. PERMIT ONLY − NOT FOR CONSTRUCTION 1-0-0 4-4-6 4-4-6 8-5-4 4-0-14 12-6-2 4-0-14 16-10-8 4-4-6 0-9-0 6-4-8 0-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [9:0-2-0,Edge], [10:0-1-12,0-0-0], [17:0-0-0,0-1-12], [20:0-2-12,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.29 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.02 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-16: 2x6 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. JOINTS 1 Brace at Jt(s): 19, 20 REACTIONS. All bearings 2-7-8 except (jt=length) 10=0-3-8, 15=0-3-8. (lb) - Max Horz 17=95(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 16=-101(LC 12) Max Grav All reactions 250 lb or less at joint(s) 16, 15 except 17=391(LC 1), 10=617(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/0, 3-4=-291/0, 4-5=-301/12, 5-6=-288/56, 6-7=-346/76, 7-8=-624/57, 8-9=-790/21, 2-17=-317/1, 9-10=-603/12 BOT CHORD 16-17=0/252, 15-16=0/655, 14-15=0/655, 12-14=0/655, 11-12=0/638 WEBS 16-21=-557/125, 20-21=-507/91, 19-20=-324/62, 18-19=-273/37, 7-18=-282/80, 6-18=-59/339, 12-18=0/344, 9-11=0/608 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-5-4, Exterior(2) 8-5-4 to 11-5-4, Interior(1) 11-5-4 to 16-8-12 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) N/A 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Matrix-P 0.08 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=135/4-9-2, 4=135/4-9-2, 6=168/4-9-2 Max Horz 2=-30(LC 10) Max Uplift 2=-22(LC 12), 4=-22(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Matrix-P 0.08 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=135/4-9-2, 4=135/4-9-2, 6=168/4-9-2 Max Horz 2=-30(LC 10) Max Uplift 2=-22(LC 12), 4=-22(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.17 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=212/9-1-10, 4=212/9-1-10, 6=366/9-1-10 Max Horz 2=53(LC 11) Max Uplift 2=-21(LC 12), 4=-21(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-2 to 3-3-2, Interior(1) 3-3-2 to 5-3-12, Exterior(2) 5-3-12 to 8-3-12, Interior(1) 8-3-12 to 10-4-6 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.04 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 9-1-10. (lb) - Max Horz 2=-53(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-2 to 3-3-12, Interior(1) 3-3-12 to 5-3-12, Exterior(2) 5-3-12 to 8-3-12, Interior(1) 8-3-12 to 10-4-6 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.34 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 7-8 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-8,4-6: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=606/0-3-8, 6=606/0-3-8 Max Horz 8=-82(LC 10) Max Uplift 8=-19(LC 12), 6=-19(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-574/49, 3-4=-574/49, 2-8=-549/100, 4-6=-549/100 BOT CHORD 7-8=-87/433, 6-7=-103/410 WEBS 3-7=0/281 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-12, Exterior(2) 6-10-12 to 9-10-12, Interior(1) 9-10-12 to 14-9-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.48 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.02 (loc) 6-7 6-7 6 l/defl >999 >786 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 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) 6=570/Mechanical, 8=644/0-3-8 Max Horz 8=83(LC 11) Max Uplift 8=-16(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-577/57, 4-5=-587/61, 5-6=-791/70, 2-8=-268/76 BOT CHORD 7-8=0/525, 6-7=-11/629 WEBS 4-7=-6/404, 3-8=-502/29 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-12, Exterior(2) 6-10-12 to 9-10-12, Interior(1) 9-10-12 to 14-5-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other 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) Refer to girder(s) for truss to truss connections. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.39 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-8,4-6: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=636/0-3-8, 6=636/0-3-8 Max Horz 8=86(LC 11) Max Uplift 8=-19(LC 12), 6=-19(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-611/50, 3-4=-611/50, 2-8=-576/100, 4-6=-576/100 BOT CHORD 7-8=-99/485, 6-7=-114/454 WEBS 3-7=0/301 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-3-4, Exterior(2) 7-3-4 to 10-3-4, Interior(1) 10-3-4 to 15-6-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 10 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 58 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-9-8. (lb) - Max Horz 20=82(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 6-10-12, Corner(3) 6-10-12 to 9-10-12, Exterior(2) 9-10-12 to 14-9-8 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.02 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 10 11 12 l/defl n/r n/r n/a L/d 120 120 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 WEBS 2x4 SPF Stud 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 6-0-0 oc bracing. REACTIONS. All bearings 14-6-8. (lb) - Max Horz 20=-86(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 7-3-4, Corner(3) 7-3-4 to 10-3-4, Exterior(2) 10-3-4 to 15-6-8 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.54 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.02 (loc) 7-8 7-8 6 l/defl >999 >897 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-8,5-6: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=651/Mechanical, 6=651/0-3-8 Max Horz 8=97(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-278/32, 2-3=-636/67, 3-4=-636/66, 4-5=-278/27 BOT CHORD 7-8=-19/602, 6-7=-18/602 WEBS 3-7=-4/421, 2-8=-547/49, 4-6=-547/42 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 3-3-10, Interior(1) 3-3-10 to 8-5-4, Exterior(2) 8-5-4 to 11-5-4, Interior(1) 11-5-4 to 16-6-14 zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.54 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.02 (loc) 7-8 7-8 7 l/defl >999 >898 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-9,6-7: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=732/0-3-8, 7=648/0-3-8 Max Horz 9=107(LC 11) Max Uplift 9=-18(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/26, 3-4=-630/62, 4-5=-631/66, 5-6=-277/27, 2-9=-314/76 BOT CHORD 8-9=-17/587, 7-8=-18/599 WEBS 4-8=-2/419, 3-9=-541/38, 5-7=-542/41 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-5-4, Exterior(2) 8-5-4 to 11-5-4, Interior(1) 11-5-4 to 16-6-14 zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.54 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.02 (loc) 2-10 2-10 8 l/defl >999 >828 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 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 2-5-13, Right 2x4 SPF Stud 2-5-13 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=703/0-3-8, 8=703/0-3-8 Max Horz 2=94(LC 11) Max Uplift 2=-11(LC 12), 8=-11(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-817/62, 4-5=-630/62, 5-6=-640/62, 6-8=-821/60 BOT CHORD 2-10=0/607, 8-10=0/609 WEBS 5-10=0/428 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-8, Exterior(2) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 17-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 0.64 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.02 (loc) 7-8 7-8 7 l/defl >999 >547 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 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 2-5-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=668/Mechanical, 2=732/0-3-8 Max Horz 2=93(LC 11) Max Uplift 2=-11(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-870/58, 4-5=-686/59, 5-6=-701/62, 6-7=-936/70 BOT CHORD 2-8=0/647, 7-8=-6/745 WEBS 5-8=0/482, 6-8=-280/102 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-8, Exterior(2) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 16-9-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other 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) Refer to girder(s) for truss to truss connections. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.54 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.02 (loc) 9-10 9-10 8 l/defl >999 >898 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-10,6-8: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=729/0-3-8, 8=729/0-3-8 Max Horz 10=98(LC 11) Max Uplift 10=-17(LC 12), 8=-17(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/26, 3-4=-625/61, 4-5=-625/61, 5-6=-296/26, 2-10=-314/76, 6-8=-314/76 BOT CHORD 9-10=0/583, 8-9=0/583 WEBS 4-9=0/416, 3-10=-536/37, 5-8=-536/37 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-5-4, Exterior(2) 8-5-4 to 11-5-4, Interior(1) 11-5-4 to 17-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 8. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 2-9-10 10-7-8 2-7-0 13-2-8 2-7-0 16-1-0 2-10-8 17-1-0 1-0-0 0-9-0 6-1-5 0-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-3-0], [3:0-1-0,0-2-4], [4:0-1-4,0-2-0], [14:0-3-8,0-6-12] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.68 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.03 (loc) 14-15 14-15 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 228 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP DSS *Except* 8-13: 2x8 SP No.2 WEBS 2x4 SPF Stud *Except* 3-15: 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=8819/0-3-8 (req. 0-4-7), 8=2182/0-3-8 Max Horz 2=94(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10712/620, 3-4=-5713/352, 4-5=-3110/232, 5-6=-3091/231, 6-7=-3107/198, 7-8=-3094/158 BOT CHORD 2-15=-440/8401, 14-15=-440/8401, 12-14=-200/4740, 11-12=-73/2542, 10-11=-81/2375, 8-10=-81/2375 WEBS 3-15=-336/5944, 3-14=-4510/297, 4-14=-228/4208, 4-12=-3658/255, 5-12=-207/3202 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 0-4-0 oc. Bottom chords connected as follows: 2x10 - 4 rows staggered at 0-2-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-8, Exterior(2) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 17-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) WARNING: Required bearing size at joint(s) 2 greater than input bearing size. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9600 lb down and 583 lb up at 2-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued LOAD CASE(on page S) Standard 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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 10-7-7 2-6-15 13-2-6 2-6-15 16-1-0 2-10-10 0-9-0 6-1-5 0-9-0 8.00 12 Plate Offsets (X,Y)-- [1:0-1-13,0-1-4], [1:0-7-3,0-2-7], [1:Edge,0-4-4], [7:Edge,0-4-4], [7:0-7-3,0-2-7], [7:0-1-13,0-1-4], [8:0-5-8,0-2-0], [9:0-3-8,0-5-8], [10:0-5-0,0-6-0], [12:0-3-8 ,0-5-8], [13:0-5-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.97 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.05 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=2917/0-3-8, 7=2965/0-3-8 Max Horz 1=-88(LC 19) Max Uplift 1=-396(LC 8), 7=-387(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4105/578, 2-3=-3493/514, 3-4=-2818/442, 4-5=-2818/442, 5-6=-3535/512, 6-7=-4189/570 BOT CHORD 1-13=-419/3173, 12-13=-419/3173, 10-12=-351/2868, 9-10=-349/2911, 8-9=-413/3238, 7-8=-413/3238 WEBS 4-10=-450/2903, 5-10=-1062/172, 5-9=-159/1149, 6-9=-436/85, 6-8=-99/766, 3-10=-999/176, 3-12=-164/1075, 2-12=-417/90, 2-13=-105/737 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 7. This connection is for uplift only and does not consider lateral forces. 6) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-0 from the left end to 14-0-0 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) 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 + Snow (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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0-9-0 6-4-8 0-9-0 8.00 12 Plate Offsets (X,Y)-- [1:0-0-6,0-0-8], [1:0-0-11,0-4-9], [1:Edge,0-1-1], [7:Edge,0-1-1], [7:0-0-11,0-4-9], [7:0-0-6,0-0-8], [8:0-3-0,0-4-4], [11:0-3-0,0-4-4] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.93 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.04 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=3748/0-3-8, 7=3546/0-3-8 Max Horz 1=93(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4758/0, 2-3=-4638/0, 3-4=-3627/0, 4-5=-3628/0, 5-6=-4847/0, 6-7=-4980/0 BOT CHORD 1-11=0/3652, 9-11=0/3453, 8-9=0/3551, 7-8=0/3813 WEBS 4-9=0/3782, 5-9=-1006/0, 5-8=0/1449, 6-8=0/351, 3-9=-827/0, 3-11=0/1169, 2-11=0/307 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Use USP JL26 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-0 from the left end to 7-0-0 to connect truss(es) to front face of bottom chord. 8) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-10-12 from the left end to 15-1-0 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 595 lb down at 9-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 16-10-8 4-8-12 0-9-0 6-1-5 0-2-11 8.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [14:0-3-0,0-2-4], [15:0-0-0,0-1-12], [18:0-2-12,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.32 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.02 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-14: 2x6 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17, 18 REACTIONS. (lb/size) 9=615/Mechanical, 15=330/2-7-0, 14=453/2-7-0 Max Horz 15=95(LC 11) Max Uplift 14=-76(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/0, 3-4=-314/0, 4-5=-312/3, 5-6=-300/46, 6-7=-354/63, 7-8=-642/46, 8-9=-1005/12, 2-15=-299/0 BOT CHORD 13-14=0/682, 11-13=0/682, 10-11=0/819, 9-10=0/819 WEBS 14-18=-542/79, 17-18=-335/59, 16-17=-281/36, 7-16=-282/76, 6-16=-40/329, 11-16=0/366, 8-11=-359/51 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-8, Interior(1) 2-0-8 to 8-0-8, Exterior(2) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 16-9-0 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) N/A 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.03 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 10 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud 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 6-0-0 oc bracing. REACTIONS. All bearings 16-10-8. (lb) - Max Horz 21=98(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 21, 12, 18, 19, 20, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 21, 12, 17, 18, 19, 20, 15, 14, 13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 8-5-4, Corner(3) 8-5-4 to 11-5-4, Exterior(2) 11-5-4 to 17-10-8 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12, 18, 19, 20, 15, 14, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 10-0-0 2-5-12 12-5-12 2-5-12 14-11-8 2-5-12 17-5-3 2-5-12 20-0-0 2-6-13 0-9-0 7-5-0 0-9-0 8.00 12 Plate Offsets (X,Y)-- [1:0-0-6,0-0-8], [1:0-0-11,0-4-9], [1:Edge,0-1-1], [9:0-4-4,0-0-5], [9:0-0-11,0-6-9], [9:0-0-6,0-0-8], [10:0-4-8,0-4-4], [13:0-2-4,0-4-4] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 1.00 0.88 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.05 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 225 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=3823/0-3-8, 9=4201/0-3-8 Max Horz 1=110(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4967/0, 2-3=-5007/0, 3-4=-4982/0, 4-5=-3519/0, 5-6=-3519/0, 6-7=-5040/0, 7-8=-5068/0, 8-9=-5039/0 BOT CHORD 1-13=0/3766, 11-13=0/3361, 10-11=0/3378, 9-10=0/3822 WEBS 5-11=0/3672, 6-11=-1102/0, 6-10=0/1886, 8-10=0/436, 4-11=-1061/0, 4-13=0/1812, 2-13=0/445 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Use USP JL26 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-7-8 from the left end to 19-1-8 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 1-9=-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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.03 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 12 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud 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 6-0-0 oc bracing. REACTIONS. All bearings 20-0-0. (lb) - Max Horz 24=-115(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 10-0-0, Corner(3) 10-0-0 to 13-0-0, Exterior(2) 13-0-0 to 21-0-0 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.43 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.19 0.03 (loc) 9-11 9-11 8 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 Stud *Except* 4-9,4-11: 2x4 SPF No.2, 2-12,6-8: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=929/0-3-0, 8=929/0-5-8 Max Horz 12=124(LC 11) Max Uplift 12=-180(LC 12), 8=-180(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/254, 3-4=-989/537, 4-5=-989/537, 5-6=-405/254, 2-12=-414/210, 6-8=-414/210 BOT CHORD 11-12=-312/832, 9-11=-164/585, 8-9=-319/832 WEBS 4-9=-282/397, 4-11=-282/397, 3-12=-730/235, 5-8=-730/235 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-11-4, Exterior(2) 10-11-4 to 13-11-4, Interior(1) 13-11-4 to 22-10-8 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other 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, with BCDL = 10.0psf. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 8. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 3-7-8 0-9-0 7-7-5 0-9-0 8.00 12 Plate Offsets (X,Y)-- [1:0-8-4,0-0-4], [7:0-1-5,0-1-12], [8:0-3-0,0-3-12], [9:0-1-12,0-6-0], [9:0-0-0,0-3-10], [10:0-1-12,0-0-0], [11:0-5-0,0-6-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.85 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.04 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 260 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP DSS *Except* 7-9: 2x8 SP No.2 WEBS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=6115/0-3-8, 7=4638/0-3-8 Max Horz 1=111(LC 7) Max Grav 1=6115(LC 2), 7=4638(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7731/0, 2-3=-7606/0, 3-4=-4500/0, 4-5=-4499/0, 5-6=-5828/0, 6-7=-5948/0 BOT CHORD 1-11=0/6081, 10-11=0/5077, 8-10=0/4311, 7-8=0/4668 WEBS 4-10=0/4708, 5-10=-1079/132, 5-8=-115/1521, 6-8=-72/253, 3-10=-2487/0, 3-11=0/3870, 2-11=-16/387 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-0-0 from the left end to 20-0-0 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.03 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 12 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 98 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-7-0. (lb) - Max Horz 25=-118(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 21, 22, 23, 24, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 21, 22, 23, 24, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-3-8, Exterior(2) 2-3-8 to 10-3-8, Corner(3) 10-3-8 to 13-3-8, Exterior(2) 13-3-8 to 21-7-0 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 21, 22, 23, 24, 18, 17, 16, 15. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 3-7-6 11-6-14 3-7-6 15-2-4 3-7-6 20-4-8 5-2-4 0-6-12 8-1-14 5-6-12 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-2-3], [3:0-2-0,0-1-12], [7:0-2-12,0-1-8], [8:0-5-8,Edge], [10:0-3-8,0-5-0], [11:0-5-3,0-2-8], [12:0-3-8,0-5-0], [13:0-4-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.88 0.79 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.35 0.07 (loc) 10-12 10-12 8 l/defl >999 >691 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 257 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF Stud *Except* 5-10,6-9,7-8,7-9: 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9 REACTIONS. (lb/size) 1=8011/0-3-8 (req. 0-4-2), 8=6998/0-3-8 (req. 0-3-9) Max Horz 1=118(LC 10) Max Grav 1=8156(LC 2), 8=7109(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12935/0, 2-3=-10091/0, 3-5=-7226/0, 5-6=-4446/0, 6-7=-4467/0, 7-8=-6155/0 BOT CHORD 1-13=0/11269, 12-13=0/11269, 10-12=0/9001, 9-10=0/6428 WEBS 2-13=0/3055, 2-12=-2705/0, 3-12=0/4055, 3-10=-3920/0, 5-10=0/5165, 5-9=-4793/0, 6-9=0/3744, 7-9=0/5630 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) WARNING: Required bearing size at joint(s) 1, 8 greater than input bearing size. 10) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-10-8 from the left end to 18-4-8 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0-6-12 8-1-14 5-6-12 6.00 12 Plate Offsets (X,Y)-- [5:0-1-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.88 0.91 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.45 0.05 (loc) 1-11 1-11 8 l/defl >999 >531 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 120 lb FT = 20% GRIP 197/144 187/143 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF Stud *Except* 5-11,5-9,6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 7-8 REACTIONS. (lb/size) 1=3126/0-3-8, 8=2800/0-3-8 Max Horz 1=118(LC 25) Max Grav 1=3206(LC 2), 8=2859(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4553/0, 2-3=-4473/0, 3-5=-4446/0, 5-6=-1845/0, 6-7=-1857/0, 7-8=-2586/0 BOT CHORD 1-11=0/3956, 9-11=0/2474 WEBS 5-11=0/2741, 5-9=-1606/0, 6-9=0/1421, 7-9=0/2300 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-10-8 from the left end to 18-4-8 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 1-8=-20 Concentrated Loads (lb) Vert: 10=-432(F) 14=-434(F) 15=-432(F) 16=-432(F) 17=-432(F) 18=-432(F) 19=-432(F) 20=-432(F) 21=-432(F) 22=-432(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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 5-1-9 10-1-12 5-0-3 15-2-4 5-0-8 22-8-11 7-6-7 30-4-8 7-7-13 0-6-12 8-1-14 0-6-12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-13,Edge], [2:0-0-0,0-1-3], [7:0-4-0,Edge], [9:Edge,0-0-15], [9:0-2-13,Edge] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.92 0.45 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.18 0.03 (loc) 11-13 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-13,6-11,8-11: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (lb/size) 2=271/0-3-0, 13=1501/0-3-8, 9=703/0-3-8 Max Horz 2=112(LC 13) Max Uplift 2=-76(LC 14), 13=-87(LC 14) Max Grav 2=306(LC 19), 13=1501(LC 1), 9=743(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-61/447, 5-6=0/450, 6-8=-546/48, 8-9=-1200/17 BOT CHORD 11-13=0/256, 10-11=0/1011, 9-10=0/1011 WEBS 3-13=-459/229, 5-13=-372/100, 6-13=-1047/43, 6-11=0/527, 8-11=-740/93, 8-10=0/293 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-7, Interior(1) 2-0-7 to 15-2-4, Exterior(2) 15-2-4 to 18-2-11, Interior(1) 18-2-11 to 30-2-12 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 13. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 5-1-9 10-1-12 5-0-3 15-2-4 5-0-8 22-8-11 7-6-7 30-4-8 7-7-13 31-4-8 1-0-0 0-6-12 8-1-14 0-6-12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-13,Edge], [2:0-0-0,0-1-3], [4:0-2-0,Edge], [7:0-4-0,Edge], [9:0-0-0,0-0-15], [9:0-2-13,Edge] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.92 0.44 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.17 0.03 (loc) 12-14 9-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-14,6-12,8-12: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (lb/size) 2=272/0-3-0, 14=1498/0-3-8, 9=774/0-3-8 Max Horz 2=-112(LC 12) Max Uplift 2=-79(LC 14), 14=-83(LC 14), 9=-2(LC 14) Max Grav 2=306(LC 19), 14=1498(LC 1), 9=814(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-55/445, 5-6=0/448, 6-8=-545/47, 8-9=-1212/8 BOT CHORD 12-14=0/256, 11-12=0/1002, 9-11=0/1002 WEBS 3-14=-459/229, 5-14=-382/99, 6-14=-1044/41, 6-12=0/524, 8-12=-731/89, 8-11=0/290 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-7, Interior(1) 2-0-7 to 15-2-4, Exterior(2) 15-2-4 to 18-2-11, Interior(1) 18-2-11 to 31-4-8 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 14, and 9. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 25-0-8 6-4-15 3-4-5 3-4-5 6-4-15 3-0-10 9-5-10 3-0-10 12-6-4 3-0-10 15-6-14 3-0-10 18-7-9 3-0-10 21-8-3 3-0-10 25-0-8 3-4-5 0-9-0 9-1-3 0-9-0 8.00 12 Plate Offsets (X,Y)-- [1:0-2-10,0-1-12], [1:0-2-3,0-0-0], [1:0-2-14,0-2-1], [5:0-0-12,0-2-0], [7:0-0-12,0-2-0], [11:0-2-14,0-2-1], [11:0-7-7,0-3-8], [11:0-2-10,0-1-12], [12:0-5-0 ,0-6-4], [13:0-6-0,0-6-4], [15:0-5-0,0-6-4] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.67 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.40 0.08 (loc) 13-15 13-15 11 l/defl >999 >740 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 358 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x8 SP DSS WEBS 2x4 SPF No.2 *Except* 6-13: 2x4 SPF 1650F 1.5E, 8-12,9-12,4-15,3-15: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=9653/0-3-8 (req. 0-5-0), 11=9755/0-3-8 (req. 0-5-0) Max Horz 1=-135(LC 6) Max Grav 1=9851(LC 2), 11=9958(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-12053/0, 3-4=-12192/0, 4-5=-12231/0, 5-6=-8556/0, 6-7=-8556/0, 7-8=-12292/0, 8-9=-12253/0, 9-11=-12119/0 BOT CHORD 1-15=0/9530, 13-15=0/8182, 12-13=0/8200, 11-12=0/9593 WEBS 6-13=0/9228, 7-13=-2579/0, 7-12=0/4742, 8-12=-264/44, 9-12=0/758, 5-13=-2536/0, 5-15=0/4664, 4-15=-268/43, 3-15=0/773 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 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 1, 11 greater than input bearing size. 9) Use USP JL28 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-8-0 from the left end to 24-2-0 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.04 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 16 17 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 128 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* 9-24,8-26,10-23: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 9-24 REACTIONS. All bearings 25-0-8. (lb) - Max Horz 31=-141(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 31, 18, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 31, 18, 24, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 12-6-4, Corner(3) 12-6-4 to 15-6-4, Exterior(2) 15-6-4 to 26-0-8 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 18, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 7-1-0 0-9-0 10-0-0 0-9-0 10-0-0 8.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [7:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.81 0.78 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.38 0.10 (loc) 11-13 1-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 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* 3-15,8-11: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 4-2-14, Right 2x4 SPF Stud 4-2-14 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-6-4 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1360/Mechanical, 10=1360/Mechanical Max Horz 1=159(LC 11) Max Grav 1=1447(LC 17), 10=1447(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2100/100, 3-5=-2005/189, 5-6=-1312/153, 6-8=-2005/189, 8-10=-2100/100 BOT CHORD 1-15=-2/1749, 13-15=0/1330, 11-13=0/1295, 10-11=0/1630 WEBS 3-15=-322/162, 5-15=-52/682, 6-11=-52/682, 8-11=-322/162 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 13-10-8, Exterior(2) 13-10-8 to 18-8-3, Interior(1) 18-8-3 to 20-1-8, Exterior(2) 20-1-8 to 24-11-3, Interior(1) 24-11-3 to 34-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) 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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 1-0-0 0-9-0 10-0-0 0-9-0 10-0-0 8.00 12 Plate Offsets (X,Y)-- [1:0-4-1,0-0-3], [5:0-4-4,0-2-4], [6:0-3-12,0-2-0], [10:0-4-1,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.47 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.25 0.02 (loc) 15-17 1-17 10 l/defl >999 >747 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,8-12: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 4-2-13, Right 2x4 SPF Stud 4-1-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. WEBS 1 Row at midpt 5-15, 6-15 REACTIONS. (lb/size) 1=523/0-3-8, 15=1540/0-3-8, 10=717/0-3-0 Max Horz 1=-162(LC 10) Max Uplift 1=-9(LC 12), 15=-81(LC 12), 10=-171(LC 12) Max Grav 1=530(LC 18), 15=1616(LC 2), 10=717(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-577/64, 3-5=-561/171, 6-8=-387/282, 8-10=-802/356 BOT CHORD 1-17=0/519, 12-14=-211/582, 10-12=-211/582 WEBS 3-17=-415/174, 5-17=-74/810, 5-15=-780/90, 6-15=-736/258, 6-14=-276/450, 8-14=-494/251, 8-12=-111/274 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 13-10-8, Exterior(2) 13-10-8 to 18-8-3, Interior(1) 18-8-3 to 20-1-8, Exterior(2) 20-1-8 to 24-11-3, Interior(1) 24-11-3 to 35-0-0 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 15, and 10. This connection is for uplift only and does not consider lateral forces. 9) 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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 19-11-4 5-3-12 25-3-0 5-3-12 30-5-12 5-2-12 36-0-0 5-6-4 37-0-0 1-0-0 0-9-0 10-6-0 3-4-0 10-6-0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [8:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 1.00 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.93 0.10 (loc) 12-13 12-13 12 l/defl >999 >465 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 184 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,10-12: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 4-5-9 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-4 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 7-13, 9-12 REACTIONS. (lb/size) 2=1494/0-3-8, 12=1503/0-3-8 Max Horz 2=208(LC 11) Max Grav 2=1601(LC 18), 12=1607(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2256/102, 4-6=-2164/198, 6-7=-1408/168, 7-8=-1186/165, 8-9=-1504/160, 10-12=-282/101 BOT CHORD 2-17=-82/1881, 15-17=-8/1419, 13-15=-3/1436, 12-13=-39/1046 WEBS 4-17=-346/171, 6-17=-53/759, 6-15=0/259, 7-13=-492/49, 8-13=-6/542, 9-13=0/278, 9-12=-1544/54 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 14-7-8, Exterior(2) 14-7-8 to 19-11-9, Interior(1) 19-11-9 to 25-3-0, Exterior(2) 25-3-0 to 30-6-13, Interior(1) 30-6-13 to 37-0-0 zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 12. This connection is for uplift only and does not consider lateral forces. 9) 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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 5-5-12 25-3-0 5-1-12 30-5-12 5-2-12 36-0-0 5-6-4 0-9-0 10-6-0 3-4-0 10-6-0 8.00 12 Plate Offsets (X,Y)-- [1:0-4-1,0-0-3], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.53 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.02 (loc) 10-11 10-11 10 l/defl >999 >781 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,8-11,9-10: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 4-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 6-13, 7-13, 8-10 REACTIONS. (lb/size) 1=664/Mechanical, 13=1752/0-3-8, 10=452/Mechanical Max Horz 1=-171(LC 10) Max Uplift 1=-53(LC 12), 13=-159(LC 12), 10=-42(LC 12) Max Grav 1=674(LC 17), 13=1976(LC 17), 10=564(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-831/140, 3-5=-367/173, 5-6=0/253, 6-7=0/253, 7-8=-387/190 BOT CHORD 1-16=-106/716, 14-16=-106/716, 10-11=-24/269 WEBS 3-16=0/293, 3-14=-615/200, 5-14=-44/563, 5-13=-903/144, 6-13=-344/136, 7-13=-730/106, 7-11=-75/566, 8-11=-287/191, 8-10=-365/39 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-7-3, Interior(1) 3-7-3 to 14-7-8, Exterior(2) 14-7-8 to 19-8-10, Interior(1) 19-8-10 to 25-3-0, Exterior(2) 25-3-0 to 30-6-7, Interior(1) 30-6-7 to 35-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 9) 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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.05 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 195 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* 12-34,11-35,9-36,8-38,13-33,15-32,16-30: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-34, 11-35, 9-36, 13-33, 15-32 REACTIONS. All bearings 34-0-0. (lb) - Max Horz 44=-150(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24, 34, 38, 39, 40, 41, 42, 43, 30, 29, 28, 27, 26, 25 except 44=-115(LC 10) Max Grav All reactions 250 lb or less at joint(s) 44, 24, 34, 35, 36, 38, 39, 40, 41, 42, 43, 33, 32, 30, 29, 28, 27, 26, 25 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-6-9, Exterior(2) 3-6-9 to 13-10-8, Corner(3) 13-10-8 to 17-0-0, Exterior(2) 17-0-0 to 20-1-8, Corner(3) 20-1-8 to 23-6-5, Exterior(2) 23-6-5 to 33-10-4 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 34, 38, 39, 40, 41, 42, 43, 30, 29, 28, 27, 26, 25 except (jt=lb) 44=115. 12) 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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 2-3-0 36-0-0 10-9-0 0-9-0 10-6-0 3-4-0 10-6-0 8.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [6:0-3-0,0-3-0], [9:0-3-0,0-0-2], [19:0-3-0,0-0-2], [32:0-3-0,0-3-0], [42:0-3-0,0-3-0], [48:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.11 0.05 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 277 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* 1-48,25-26: 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 6-43,5-44,4-45,3-46,2-47,22-29,23-28,24-27: 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.): 9-19. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-38, 10-40, 8-41, 7-42, 14-36, 16-34, 18-32, 20-31, 21-30, 11-39, 13-37, 15-35, 17-33 REACTIONS. All bearings 36-0-0. (lb) - Max Horz 48=-140(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 48, 38, 42, 43, 44, 45, 46, 47, 34, 30, 29, 28, 27, 39, 33 Max Grav All reactions 250 lb or less at joint(s) 48, 26, 38, 40, 41, 42, 43, 44, 45, 46, 47, 36, 34, 32, 31, 30, 29, 28, 27, 39, 37, 35, 33 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 4-0-0, Exterior(2) 4-0-0 to 14-7-8, Corner(3) 14-7-8 to 18-0-0, Exterior(2) 18-0-0 to 25-3-0, Corner(3) 25-3-0 to 28-10-3, Exterior(2) 28-10-3 to 35-10-4 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 38, 42, 43, 44, 45, 46, 47, 34, 30, 29, 28, 27, 39, 33. 12) 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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 6-9-12 39-10-8 7-1-4 7-5-8 7-5-8 14-7-8 7-2-0 19-1-12 4-6-4 25-3-0 6-1-4 32-5-0 7-2-0 39-10-8 7-5-8 40-10-8 1-0-0 0-9-0 10-6-0 0-9-0 10-6-0 8.00 12 Plate Offsets (X,Y)-- [1:0-4-1,0-0-3], [5:0-3-12,0-2-0], [7:0-4-0,0-2-8], [11:0-4-1,0-0-3], [14:0-2-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.77 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.52 0.03 (loc) 15-17 1-17 11 l/defl >950 >441 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,9-13: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 4-5-10, Right 2x4 SPF Stud 4-5-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. WEBS 1 Row at midpt 5-15, 6-15, 7-15, 9-14 REACTIONS. (lb/size) 1=623/Mechanical, 15=1869/0-3-8, 11=758/0-3-8 Max Horz 1=-173(LC 10) Max Uplift 1=-98(LC 12), 15=-82(LC 12), 11=-124(LC 12) Max Grav 1=690(LC 18), 15=2168(LC 18), 11=824(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-772/219, 3-5=-666/312, 5-6=-2/275, 6-7=-2/275, 7-9=-430/254, 9-11=-934/213 BOT CHORD 1-17=-61/671, 13-14=-64/666, 11-13=-64/666 WEBS 3-17=-479/260, 5-17=-127/903, 5-15=-897/101, 6-15=-344/135, 7-15=-921/87, 7-14=-50/601, 9-14=-662/192, 9-13=0/305 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-11-14, Interior(1) 3-11-14 to 14-7-8, Exterior(2) 14-7-8 to 20-3-3, Interior(1) 20-3-3 to 25-3-0, Exterior(2) 25-3-0 to 30-10-11, Interior(1) 30-10-11 to 40-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15 and 11. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 19-1-12 2-4-10 25-11-8 6-9-12 32-9-4 6-9-12 39-10-8 7-1-4 7-5-8 7-5-8 14-7-8 7-2-0 19-1-12 4-6-4 25-3-0 6-1-4 32-5-0 7-2-0 39-10-8 7-5-8 0-9-0 10-6-0 0-9-0 10-6-0 8.00 12 Plate Offsets (X,Y)-- [1:0-4-1,0-0-3], [5:0-3-12,0-2-0], [7:0-4-0,0-2-8], [11:0-4-1,0-0-3], [13:0-2-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.68 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.03 (loc) 1-17 1-17 11 l/defl >918 >353 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,9-12: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 4-5-10, Right 2x4 SPF Stud 4-5-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-14, 7-14, 9-13 REACTIONS. All bearings Mechanical except (jt=length) 14=2-3-0, 11=Mechanical, 15=0-3-8. (lb) - Max Horz 1=-170(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 11 except 14=-124(LC 12) Max Grav All reactions 250 lb or less at joint(s) 15 except 1=685(LC 17), 14=1988(LC 17), 11=783(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-753/192, 2-18=-668/199, 3-18=-657/224, 3-19=-648/274, 4-19=-611/285, 4-5=-592/317, 5-6=-7/260, 6-20=-7/260, 20-21=-7/260, 7-21=-7/260, 7-8=-390/251, 8-22=-409/218, 9-22=-460/207, 9-23=-786/211, 10-23=-872/185, 10-11=-958/178 BOT CHORD 1-24=-76/655, 24-25=-76/655, 17-25=-76/655, 12-13=-66/688, 12-30=-66/688, 11-30=-66/688 WEBS 3-17=-482/259, 5-17=-137/863, 5-14=-867/104, 6-14=-344/135, 7-14=-937/83, 7-13=-44/632, 9-13=-658/195, 9-12=0/301 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-11-14, Interior(1) 3-11-14 to 14-7-8, Exterior(2) 14-7-8 to 20-3-3, Interior(1) 20-3-3 to 25-3-0, Exterior(2) 25-3-0 to 30-10-11, Interior(1) 30-10-11 to 39-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 8) 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard N/A 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 9-10-8 7-5-8 7-5-8 14-7-8 7-2-0 19-11-4 5-3-12 25-3-0 5-3-12 32-5-0 7-2-0 39-10-8 7-5-8 0-9-0 10-6-0 0-9-0 10-6-0 8.00 12 Plate Offsets (X,Y)-- [1:0-4-1,0-0-3], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0], [11:0-4-1,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.58 0.76 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.03 (loc) 11-12 11-12 11 l/defl >999 >398 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,9-12: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 4-5-7, Right 2x4 SPF Stud 4-5-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 3-16, 5-16, 6-14, 7-14 REACTIONS. (lb/size) 1=747/Mechanical, 14=1789/0-5-8, 11=654/Mechanical Max Horz 1=170(LC 11) Max Uplift 1=-109(LC 12), 14=-68(LC 12), 11=-105(LC 12) Max Grav 1=818(LC 17), 14=2111(LC 17), 11=740(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1028/231, 3-5=-446/267, 5-6=-401/280, 7-9=-729/322, 9-11=-847/236 BOT CHORD 1-17=-86/872, 16-17=-86/872, 11-12=-83/604 WEBS 3-17=0/331, 3-16=-741/191, 6-16=-51/853, 6-14=-1083/178, 7-14=-867/98, 7-12=-121/879, 9-12=-473/257 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-11-14, Interior(1) 3-11-14 to 14-7-8, Exterior(2) 14-7-8 to 20-3-3, Interior(1) 20-3-3 to 25-3-0, Exterior(2) 25-3-0 to 30-10-11, Interior(1) 30-10-11 to 39-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=109, 11=105. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. 9) 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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION -1-0-0 1-0-0 7-5-8 7-5-8 14-7-8 7-2-0 19-11-4 5-3-12 25-3-0 5-3-12 32-5-0 7-2-0 39-10-8 7-5-8 40-10-8 1-0-0 0-9-0 10-6-0 0-9-0 10-6-0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [8:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.76 0.80 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.59 0.13 (loc) 14-16 14-16 12 l/defl >999 >805 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 4-18,10-14: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 4-5-10, Right 2x4 SPF Stud 4-5-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-3-9 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16 REACTIONS. (lb/size) 2=1655/0-3-8, 12=1655/0-3-8 Max Horz 2=-174(LC 10) Max Grav 2=1773(LC 18), 12=1773(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2523/119, 4-6=-2374/190, 6-7=-1742/178, 7-8=-1742/178, 8-10=-2383/191, 10-12=-2526/117 BOT CHORD 2-18=-10/2101, 16-18=0/1662, 14-16=0/1608, 12-14=-7/1973 WEBS 4-18=-324/167, 6-18=-25/724, 6-16=0/414, 7-16=-311/85, 8-16=0/421, 8-14=-29/728, 10-14=-324/167 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-11-14, Interior(1) 2-11-14 to 14-7-8, Exterior(2) 14-7-8 to 20-0-0, Interior(1) 20-0-0 to 25-3-0, Exterior(2) 25-3-0 to 30-10-11, Interior(1) 30-10-11 to 40-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 12. This connection is for uplift only and does not consider lateral forces. 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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 39-10-8 7-1-4 7-5-8 7-5-8 14-7-8 7-2-0 19-1-12 4-6-4 25-3-0 6-1-4 32-5-0 7-2-0 39-10-8 7-5-8 0-9-0 10-6-0 0-9-0 10-6-0 8.00 12 Plate Offsets (X,Y)-- [1:0-4-1,0-0-3], [5:0-3-12,0-2-0], [7:0-4-0,0-2-8], [11:0-4-1,0-0-3], [13:0-2-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.77 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.52 0.03 (loc) 14-16 1-16 11 l/defl >950 >441 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,9-12: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 4-5-10, Right 2x4 SPF Stud 4-5-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 5-14, 6-14, 7-14, 9-13 REACTIONS. (lb/size) 1=625/Mechanical, 14=1865/0-3-8, 11=699/Mechanical Max Horz 1=-170(LC 10) Max Uplift 1=-98(LC 12), 14=-82(LC 12), 11=-102(LC 12) Max Grav 1=692(LC 17), 14=2165(LC 17), 11=771(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-775/219, 3-5=-669/312, 5-6=-3/271, 6-7=-3/271, 7-9=-435/257, 9-11=-940/215 BOT CHORD 1-16=-72/672, 12-13=-69/673, 11-12=-69/673 WEBS 3-16=-479/260, 5-16=-127/903, 5-14=-895/98, 6-14=-344/135, 7-14=-920/87, 7-13=-51/603, 9-13=-666/193, 9-12=0/308 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-11-14, Interior(1) 3-11-14 to 14-7-8, Exterior(2) 14-7-8 to 20-3-3, Interior(1) 20-3-3 to 25-3-0, Exterior(2) 25-3-0 to 30-10-11, Interior(1) 30-10-11 to 39-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=102. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. 9) 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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 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 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=80/Mechanical, 5=287/0-3-8 Max Horz 5=59(LC 12) Max Uplift 4=-9(LC 12), 5=-16(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/61 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.05 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=258/Mechanical, 5=402/0-3-0 Max Horz 5=94(LC 12) Max Uplift 4=-61(LC 12), 5=-29(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-372/62 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 22-11-4 2-0-0 25-3-0 2-3-12 39-10-8 14-7-8 0-9-0 10-6-0 0-9-0 10-6-0 8.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [6:0-1-11,Edge], [10:0-3-0,0-0-2], [20:0-3-0,0-0-2], [24:0-1-11,Edge], [29:0-1-3,0-1-12], [29:Edge,0-3-8], [30:0-0-0,0-1-12], [37:0-3-0 ,0-3-0], [47:0-3-0,0-3-0], [54:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.05 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 30 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 288 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* 1-54,29-30: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 15-42,13-44,11-46,9-47,8-48,17-40,19-38,21-37,22-36: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-42, 13-44, 11-46, 9-47, 8-48, 17-40, 19-38, 21-37, 22-36, 12-45, 14-43, 16-41, 18-39 REACTIONS. All bearings 39-10-8. (lb) - Max Horz 54=-162(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 54, 30, 44, 48, 49, 50, 51, 52, 53, 40, 36, 35, 34, 33, 32, 31, 45, 39 Max Grav All reactions 250 lb or less at joint(s) 54, 30, 42, 44, 46, 47, 48, 49, 50, 51, 52, 53, 40, 38, 37, 36, 35, 34, 33, 32, 31, 45, 43, 41, 39 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-11-4, Exterior(2) 3-11-4 to 14-7-8, Corner(3) 14-7-8 to 18-7-6, Exterior(2) 18-7-6 to 25-3-0, Corner(3) 25-3-0 to 29-2-14, Exterior(2) 29-2-14 to 39-8-12 zone; cantilever 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 54, 30, 44, 48, 49, 50, 51, 52, 53, 40, 36, 35, 34, 33, 32, 31, 45, 39. 12) 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. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION