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HomeMy WebLinkAboutPARKSIDE B SEALED TRUSS ENGINEERING 1700708 (2)Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. Liu, Xuegang Pages or sheets covered by this seal: I29925323 thru I29925390 My license renewal date for the state of Indiana is July 31, 2018. 1700459 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: PARKSIDE B 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 19,2017 12/18/18 Mike Sheeks Job 1700459 Truss A Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925323 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:49 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-DQoPBGnFfJZol1HOJEW0gxJXwQW2mOSr99YkmozEwwK Sc ale = 1:78.2 Sheet Bac k Left Option 6-0-0 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 4x6 3x4 5x9 3x4 3x4 5x6 6x6 5x6 5-11-15 5-11-15 6-0-0 0-0-1 12-1-12 6-1-12 12-3-8 0-1-12 21-8-12 9-5-4 24-10-8 3-1-12 -0-11-4 0-11-4 5-11-15 5-11-15 6-0-0 0-0-1 12-3-8 Job 1700459 Truss A1 Truss Type SPECIAL Qty 9 Ply 1 PARKSIDE B Job Reference (optional) I29925324 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:49 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-DQoPBGnFfJZol1HOJEW0gxJXwQW2mOSr99YkmozEwwK Sc ale = 1:78.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 4x6 3x4 5x9 3x4 3x4 5x6 6x6 5x6 5-11-15 5-11-15 12-1-12 6-1-13 12-3-8 0-1-12 21-8-12 9-5-4 24-10-8 3-1-12 -0-11-4 0-11-4 5-11-15 5-11-15 12-3-8 6-3-9 17-0-2 4-8-10 21-8-12 4-8-10 24-10-8 3-1-12 Job 1700459 Truss ADGR Truss Type Roof Spec ial Girder Qty 1 Ply 2 PARKSIDE B Job Reference (optional) I29925325 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:50 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-hdMnPcntQchfMAraty1FD8smwquqVz5_NpHIIFzEwwJ Sc ale = 1:54.3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x6 6x6 6x6 4x6 2x8 4x6 3x8 3x8 2x4 3x4 6x10 2x4 2x4 3x6 3-4-0 3-4-0 8-7-12 5-3-12 13-11-8 5-3-12 18-0-14 4-1-6 21-3-8 3-2-10 3-4-0 3-4-0 8-7-12 5-3-12 13-11-8 5-3-12 15-1-12 1-2-4 18-0-14 2-11-2 21-3-8 Job 1700459 Truss ADGR Truss Type Roof Spec ial Girder Qty 1 Ply 2 PARKSIDE B Job Reference (optional) I29925325 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:50 2017 Page 2 ID:9ERSecQw35eEMt0SP88yiByCh6S-hdMnPcntQchfMAraty1FD8smwquqVz5_NpHIIFzEwwJ LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 2=-3(B) 13=-11(B) 14=-11(B) 12=-366(B) 16=-3(B) 17=-3(B) 18=-52(B) 19=-11(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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation 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. 12/18/18 Mike Sheeks Job 1700459 Truss AE Truss Type Hip Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925326 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:51 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-9pw9cyoWBwpW_KQnRfYUlMOuBE8gELU7cT1rqhzEwwI Sc ale = 1:56.3 1 2 3 4 5 6 7 12 11 10 9 8 4x6 6x6 6x6 2x4 3x6 3x8 3x4 3x8 4x6 3x4 2x8 5-0-0 5-0-0 14-0-0 9-0-0 20-11-8 6-11-8 5-0-0 5-0-0 9-6-0 4-6-0 14-0-0 4-6-0 17-4-0 3-4-0 20-11-8 3-7-8 22-7-4 1-7-12 4-0-11 9-8-6 9-10-11 1-9-4 9-8-6 14.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-3-15,0-3-0], [4:0-3-15,0-3-0] LOADING (psf) TCLL Job 1700459 Truss AF Truss Type Hip Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925327 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:51 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-9pw9cyoWBwpW_KQnRfYUlMOmxE85EHH7cT1rqhzEwwI Sc ale = 1:69.1 1 2 3 4 5 6 7 12 11 10 9 8 6x8 6x6 6x6 3x6 2x4 3x6 3x4 3x8 4x6 3x6 2x8 7-0-0 7-0-0 12-0-0 5-0-0 20-11-8 8-11-8 7-0-0 7-0-0 12-0-0 5-0-0 16-4-0 4-4-0 20-11-8 4-7-8 22-7-4 1-7-12 4-0-11 12-0-6 12-2-11 1-9-4 12-0-6 14.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-3-15,0-3-0], [3:0-3-15,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL Job 1700459 Truss AG Truss Type Monopitch Supported Gable Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925328 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:52 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-d?UXpIp8yExNcU?z_N3jIZx0AdY4zwfHr7mOM7zEwwH Sc ale: 3/16"=1' Sheet Bac k Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 31 3x6 4x6 4x6 3x4 3x6 18-7-8 18-7-8 -0-11-4 0-11-4 18-7-8 18-7-8 0-4-4 11-2-10 7.00 12 Plate Offsets (X,Y)-- [16:0-3-12,Edge], [17:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 Job 1700459 Truss AH Truss Type Piggyback Base Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925329 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:52 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-d?UXpIp8yExNcU?z_N3jIZxyZdU8zlxHr7mOM7zEwwH Sc ale = 1:67.6 1 2 3 4 5 6 7 12 11 10 9 8 6x8 7x12 4x6 3x6 2x4 3x6 3x4 3x8 4x6 3x6 2x8 6-9-11 6-9-11 12-2-5 5-4-9 20-11-8 8-9-3 6-9-11 6-9-11 12-2-5 5-4-9 16-5-2 4-2-14 20-11-8 4-6-6 22-7-4 1-7-12 4-0-11 12-0-0 1-9-4 12-0-0 14.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-2-11,Edge], [3:0-3-2,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL Job 1700459 Truss AI Truss Type Jack-Open Qty 3 Ply 1 PARKSIDE B Job Reference (optional) I29925330 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:53 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-5C1w1eqmjX4EDea9Y4ayqnUFY1w4iM9Q3nWyvZzEwwG Sc ale = 1:41.4 1 2 5 4 3 2x4 3x6 2x4 3-4-0 3-4-0 -1-7-12 1-7-12 3-4-0 3-4-0 3-8-0 7-6-11 6-11-9 7-6-11 14.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 Job 1700459 Truss AIGR Truss Type Monopitch Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925331 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:53 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-5C1w1eqmjX4EDea9Y4ayqnU8Y1oUiN7Q3nWyvZzEwwG Sc ale = 1:41.4 1 2 3 5 4 6 2x4 2x4 3x4 3x6 3-4-0 3-4-0 -1-7-12 1-7-12 3-4-0 3-4-0 3-8-0 7-6-11 14.00 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.79 0.65 Job 1700459 Truss AJ Truss Type Half Hip Girder Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925332 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:54 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-ZObIE_qOTrC5ro9L6o6BN_0O6RDhRo1aIRFVR0zEwwF Sc ale = 1:29.4 1 2 3 4 7 6 5 8 9 5x6 2x4 4x6 3x8 2x4 2x8 1-4-0 1-4-0 3-4-0 2-0-0 -1-7-12 1-7-12 1-4-0 1-4-0 3-4-0 2-0-0 3-8-0 5-0-6 5-2-11 5-0-6 14.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] 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 Job 1700459 Truss AJ Truss Type Half Hip Girder Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925332 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:54 2017 Page 2 ID:9ERSecQw35eEMt0SP88yiByCh6S-ZObIE_qOTrC5ro9L6o6BN_0O6RDhRo1aIRFVR0zEwwF LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=36(F) 6=38(F) 8=36(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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation 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. 12/18/18 Mike Sheeks Job 1700459 Truss AM Truss Type Jack-Open Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925333 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:54 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-ZObIE_qOTrC5ro9L6o6BN_0QJRIaRnsaIRFVR0zEwwF Sc ale = 1:29.8 1 2 5 4 3 2x4 3x6 2x8 1-4-0 1-4-0 -1-7-12 1-7-12 1-4-0 1-4-0 3-8-0 5-2-11 4-7-9 5-2-11 14.00 12 Plate Offsets (X,Y)-- [4:Edge,0-0-15] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P Job 1700459 Truss AOGR Truss Type Diagonal Hip Girder Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925334 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:54 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-ZObIE_qOTrC5ro9L6o6BN_0K1RIbRqBaIRFVR0zEwwF Sc ale = 1:29.2 1 2 3 5 4 2x4 3x6 2x4 3x4 1-9-2 1-9-2 -2-3-15 2-3-15 1-9-2 1-9-2 3-8-0 5-1-7 9.90 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.75 Job 1700459 Truss ASGR Truss Type Roof Spec ial Girder Qty 1 Ply 2 PARKSIDE B Job Reference (optional) I29925335 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:55 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-1a9gSKr0E9KyTykYgVdQwCZS_rWAA2ujX5?2zSzEwwE Sc ale = 1:41.9 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 7x10 MT18HS 8x14 MT18HS 3x10 8x14 MT18HS 10x12 MT18HS 2x4 4x12 4x6 4x12 9x14 MT18HS 3x6 12x14 MT18HS 7x18 MT18HS 2x4 12x14 MT18HS 6x10 4x6 2-6-8 2-6-8 6-3-12 3-9-4 10-1-0 3-9-4 14-4-1 4-3-1 17-11-12 3-7-11 18-5-7 0-5-11 22-8-8 4-3-1 2-6-8 2-6-8 6-3-12 3-9-4 10-1-0 3-9-4 14-4-1 Job 1700459 Truss ASGR Truss Type Roof Spec ial Girder Qty 1 Ply 2 PARKSIDE B Job Reference (optional) I29925335 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:55 2017 Page 2 ID:9ERSecQw35eEMt0SP88yiByCh6S-1a9gSKr0E9KyTykYgVdQwCZS_rWAA2ujX5?2zSzEwwE NOTES- 12) Graphical purlin representation does not depic t the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 16-17=-1100(F=-1080), 13-15=-1100(F=-1080), 9-12=-1100(F=-1080) 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation 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. 12/18/18 Mike Sheeks Job 1700459 Truss AT Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925336 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:56 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-Wmj2fgse?SSp55JkDC8fSP6iKFqlvc6smlkcVuzEwwD Sc ale = 1:59.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 3x6 4x6 6x6 4x6 3x8 4x6 4x6 3x4 3x6 2x4 3x4 4x9 3x6 3x6 3x6 3x6 8-5-6 8-5-6 16-7-5 8-1-14 24-7-0 7-11-11 -0-11-4 0-11-4 5-8-12 5-8-12 11-2-0 5-5-4 16-7-5 5-5-4 20-5-6 3-10-2 Job 1700459 Truss AU Truss Type SPECIAL Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925337 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:57 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-_zHQt?tGmmagiFuwnwfu?denRe9Wez?0_PU92LzEwwC Sc ale: 3/16"=1' 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 3x8 7x10 MT18HS 6x6 4x9 4x9 3x10 6x10 6x6 6x8 3x10 7x12 4x6 4x6 3x6 3x6 3x6 2-3-8 2-3-8 3-3-8 1-0-0 13-3-8 10-0-0 14-3-8 1-0-0 16-7-5 2-3-13 24-7-0 Job 1700459 Truss AX Truss Type SPECIAL Qty 5 Ply 1 PARKSIDE B Job Reference (optional) I29925338 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:58 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-S9rp4LuvX4iXKPT7LdA7XqB??2VmNQF9D3DjanzEwwB Sc ale: 3/16"=1' 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 3x8 7x10 MT18HS 4x6 3x8 4x9 3x10 6x10 6x6 6x8 3x10 7x12 4x6 4x6 2-3-8 2-3-8 3-3-8 1-0-0 13-3-8 10-0-0 14-3-8 1-0-0 16-7-5 2-3-13 24-7-0 7-11-11 -0-11-4 0-11-4 2-3-8 2-3-8 Job 1700459 Truss AY Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925339 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:54:58 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-S9rp4LuvX4iXKPT7LdA7XqByQ2WJNZm9D3DjanzEwwB Sc ale = 1:59.4 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 3x6 6x6 3x4 3x8 4x6 4x6 3x4 3x6 2x4 3x4 4x9 4x9 8-5-6 8-5-6 16-7-5 8-1-14 24-7-0 7-11-11 -0-11-4 0-11-4 5-8-12 5-8-12 11-2-0 5-5-4 16-7-5 5-5-4 24-7-0 7-11-11 0-9-12 10-6-0 7.00 12 Plate Offsets (X,Y)-- [2:0-5-11,Edge], [7:0-3-8,0-2-8] LOADING (psf) Job 1700459 Truss AYG Truss Type GABLE Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925340 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:00 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-OYyZV1v93hyEZjcVS2CbcFGJhsAWrQlSgNipefzEww9 Sc ale: 3/16"=1' Sheet Front Left Option 2-7-5 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 21 20 19 18 17 16 29 27 25 22 37 35 23 28 26 24 30 32 31 36 34 33 38 39 40 3x6 4x8 MT18HS 3x4 3x6 3x4 10x10 4x9 4x6 Job 1700459 Truss AYG Truss Type GABLE Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925340 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:00 2017 Page 2 ID:9ERSecQw35eEMt0SP88yiByCh6S-OYyZV1v93hyEZjcVS2CbcFGJhsAWrQlSgNipefzEww9 NOTES- 12) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation 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. 12/18/18 Mike Sheeks Job 1700459 Truss B Truss Type Common Qty 16 Ply 1 PARKSIDE B Job Reference (optional) I29925341 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:00 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-OYyZV1v93hyEZjcVS2CbcFGJusAtrP_SgNipefzEww9 Sc ale = 1:84.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 3x6 5x6 3x6 3x4 3x6 3x4 3x4 3x8 3x6 3x4 3x6 2x4 2x8 3x6 5x6 3x6 7-9-10 7-9-10 16-0-2 8-2-8 23-3-6 7-3-5 30-6-11 7-3-5 38-0-0 7-5-5 5-6-6 5-6-6 10-9-4 5-2-14 Job 1700459 Truss BCGR Truss Type Piggyback Base Girder Qty 1 Ply 3 PARKSIDE B Job Reference (optional) I29925342 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:01 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-skWxiNwnq?45BtBi0mkq9TpeDGbJavPcv1SNB6zEww8 Sc ale = 1:67.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 3x6 8x8 4x6 3x6 2x4 4x6 3x6 3x4 3x4 3x8 3x6 6x6 4x6 3x6 3-6-10 3-6-10 6-9-11 3-3-2 12-2-5 5-4-9 16-5-2 4-2-14 20-11-8 4-6-6 3-6-10 3-6-10 6-9-11 3-3-2 12-2-5 5-4-9 16-5-2 4-2-14 20-11-8 4-6-6 22-7-4 1-7-12 4-0-11 Job 1700459 Truss BCGR Truss Type Piggyback Base Girder Qty 1 Ply 3 PARKSIDE B Job Reference (optional) I29925342 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:01 2017 Page 2 ID:9ERSecQw35eEMt0SP88yiByCh6S-skWxiNwnq?45BtBi0mkq9TpeDGbJavPcv1SNB6zEww8 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-7=-60, 7-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 15=-700(F) 11=-525(F) 16=-689(F) 17=-590(F) 18=-590(F) 19=-590(F) 20=-255(F) 21=-545(F) 22=-1728(F) 23=-1231(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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation 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. 12/18/18 Mike Sheeks Job 1700459 Truss BD Truss Type Roof Spec ial Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925343 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:02 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-Kw4JwjxPbICyp0muaTF3igLfzfw2JH0l8hBwjYzEww7 Sc ale = 1:79.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 5x9 4x6 5x10 MT18HS 3x8 4x6 4x9 4x6 3x4 3x4 3x4 3x4 3x4 2x4 3x8 3x8 3x6 1-8-4 1-8-4 9-1-7 7-5-3 20-9-8 11-8-1 20-11-4 0-1-12 23-11-13 3-0-9 31-8-8 7-8-11 1-8-4 1-8-4 9-1-7 7-5-3 16-6-10 7-5-3 23-11-13 Job 1700459 Truss BE Truss Type Roof Spec ial Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925344 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:02 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-Kw4JwjxPbICyp0muaTF3igLg5fwxJKMl8hBwjYzEww7 Sc ale = 1:76.1 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 5x9 4x6 5x10 MT18HS 3x6 4x6 3x8 3x6 3x4 3x4 3x4 3x4 3x4 2x4 3x8 3x6 5-8-4 5-8-4 12-1-7 6-5-3 20-9-8 8-8-1 20-11-4 0-1-12 24-11-13 4-0-9 31-8-8 6-8-11 5-8-4 5-8-4 12-1-7 6-5-3 18-6-10 6-5-3 24-11-13 6-5-3 31-8-8 Job 1700459 Truss BF Truss Type Roof Spec ial Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925345 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:03 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-p7ei73x1McKpQAL48BmIEuurk39E2iRuNLxUF_zEww6 Sc ale = 1:76.1 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 5x9 4x6 5x10 MT18HS 3x6 4x9 4x6 3x6 4x9 6x6 3x4 3x4 2x4 5x9 3x6 9-6-4 9-6-4 16-8-12 7-2-8 21-1-0 4-4-4 24-1-7 3-0-7 31-8-8 7-7-1 4-10-14 4-10-14 9-6-4 4-7-6 16-9-13 7-3-9 24-1-7 7-3-9 31-8-8 7-7-1 13-1-5 7-4-6 7-4-6 Job 1700459 Truss BG Truss Type Common Supported Gable Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925346 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:05 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-lVmSYlzIuDaXgUVTFbomJJzIvt1QWnBBqfQaKtzEww4 Sc ale = 1:84.0 Sheet Bac k Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 3x8 5x6 3x6 3x8 Job 1700459 Truss BGGR Truss Type Roof Spec ial Girder Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925347 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:06 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-DiKql4_wfXiOHe4fpJJ?sWWNiHEbF9?L3J98sJzEww3 Sc ale = 1:77.2 1 2 3 4 5 6 7 8 9 10 21 20 19 18 16 15 14 13 12 11 22 23 24 25 26 27 28 17 29 30 31 32 33 34 5x9 4x6 3x6 3x6 2x4 8x8 6x8 3x6 4x6 3x6 4x6 6x10 4x6 2x8 3x8 2x4 4x9 2x8 3x8 6x8 4-8-7 4-8-7 9-1-5 4-4-15 12-4-8 3-3-3 13-6-4 1-1-12 18-1-11 4-7-7 22-7-6 4-5-11 27-1-1 Job 1700459 Truss BGGR Truss Type Roof Spec ial Girder Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925347 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:06 2017 Page 2 ID:9ERSecQw35eEMt0SP88yiByCh6S-DiKql4_wfXiOHe4fpJJ?sWWNiHEbF9?L3J98sJzEww3 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-10=-60, 11-21=-20 Concentrated Loads (lb) Vert: 29=-168(F) 30=-2(F) 31=-2(F) 32=-2(F) 33=-2(F) 34=-2(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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation 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. 12/18/18 Mike Sheeks Job 1700459 Truss BH Truss Type Jack-Open Qty 5 Ply 1 PARKSIDE B Job Reference (optional) I29925348 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:06 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-DiKql4_wfXiOHe4fpJJ?sWWPVHFZFG_L3J98sJzEww3 Sc ale = 1:30.0 1 2 5 3 4 4x6 3x8 2-11-8 2-11-8 -1-7-12 1-7-12 2-11-8 2-11-8 1-9-4 5-2-11 14.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.59 0.59 0.00 Job 1700459 Truss BIGR Truss Type Monopitch Girder Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925349 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:07 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-huuCzQ?YQqqFvofrN0qEPk3dEghX_i3UHzvhOlzEww2 Sc ale = 1:30.0 1 2 3 5 4 6 2x4 4x6 2x4 3x6 2-11-8 2-11-8 -1-7-12 1-7-12 2-11-8 2-11-8 1-9-4 5-2-11 14.00 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P Job 1700459 Truss BJ Truss Type Roof Spec ial Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925350 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:07 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-huuCzQ?YQqqFvofrN0qEPk3Y6ggJ_YvUHzvhOlzEww2 Sc ale = 1:73.0 1 2 3 4 5 6 12 11 10 9 8 7 13 5x9 4x6 3x6 5x9 2x4 3x6 3x4 3x6 3x4 3x6 3x4 2x4 6-0-7 6-0-7 12-8-0 6-7-9 17-6-4 4-10-4 21-1-0 3-6-12 6-0-7 6-0-7 11-9-5 5-8-15 17-6-4 5-8-15 21-1-0 3-6-12 13-1-5 2-8-6 2-8-6 7.00 12 Plate Offsets (X,Y)-- [1:0-3-12,Edge], [5:0-5-5,0-1-2] LOADING (psf) TCLL (Roof Snow=20.0) Job 1700459 Truss BK Truss Type ROOF SPECIAL Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925351 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:08 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-94RbAm?AA8y6XxD2wkMTxxbiQ4yUj5AeWdeFxCzEww1 Sc ale = 1:76.2 1 2 3 4 5 6 10 9 8 7 11 3x4 2x8 3x6 3x6 3x6 3x4 3x4 2x4 3x8 3x4 3x4 7-1-8 7-1-8 12-4-8 5-3-0 12-6-4 0-1-12 21-1-0 8-6-12 7-1-8 7-1-8 13-11-8 6-10-0 21-1-0 7-1-8 13-1-5 0-9-12 7.00 12 Plate Offsets (X,Y)-- [6:0-5-11,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL Job 1700459 Truss BU Truss Type Piggyback Base Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925352 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:09 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-dH?zO60oxS5z85oEURtiU98uCUK8SSknlGOoTezEww0 Sc ale = 1:77.0 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 2x4 6x14 3x6 4x9 3x4 2x4 3x6 4x9 2x4 6x8 3x6 4x9 3x4 3x6 3x4 2x4 3x6 3x6 3x6 6-5-2 6-5-2 12-6-12 6-1-10 18-9-8 6-2-12 18-11-4 0-1-12 21-4-3 2-4-15 26-4-10 5-0-6 31-8-8 5-3-14 6-5-2 6-5-2 12-6-12 Job 1700459 Truss BU1 Truss Type Piggyback Base Qty 3 Ply 1 PARKSIDE B Job Reference (optional) I29925353 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:09 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-dH?zO60oxS5z85oEURtiU98tCUHBSRGnlGOoTezEww0 Sc ale = 1:70.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 3x4 3x8 3x6 5x6 3x4 2x4 3x6 4x9 2x4 4x9 6x8 3x4 2x4 2x4 3x8 3x6 6-5-2 6-5-2 12-6-12 6-1-10 21-1-0 8-6-4 21-4-3 0-3-3 26-4-10 5-0-6 31-8-8 5-3-14 6-5-2 6-5-2 12-6-12 6-1-10 16-11-8 4-4-12 21-4-3 Job 1700459 Truss BV Truss Type Piggyback Base Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925354 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:10 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-5TZLbS1QilDqmFNQ29Ox0Mh5UudZBzKw_w7L?4zEww? Sc ale = 1:70.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 3x8 3x6 4x6 3x4 3x4 2x4 3x6 3x8 2x4 6x8 3x4 4x9 3x4 3x4 3x6 6-5-2 6-5-2 12-6-12 6-1-10 20-9-8 8-2-12 20-11-4 0-1-12 25-1-9 4-2-5 31-8-8 6-6-15 6-5-2 6-5-2 12-6-12 6-1-10 18-10-3 6-3-7 25-1-9 6-3-7 31-8-8 6-6-15 10-0-0 Job 1700459 Truss C Truss Type Common Qty 5 Ply 1 PARKSIDE B Job Reference (optional) I29925355 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:11 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-af7jpo23T3LhOPydcsvAZaDDrIywwLA4CatvXXzEww_ Sc ale = 1:93.2 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 3x6 5x6 3x6 3x8 4x6 4x6 3x6 3x6 2x4 3x4 3x6 3x8 3x4 3x4 2x4 3x8 4x6 4x6 3x6 3x6 7-2-5 7-2-5 14-1-3 6-10-13 24-1-12 10-0-9 32-11-2 Job 1700459 Truss C1G Truss Type Common Supported Gable Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925356 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:12 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-2rh5082hENTX?ZXp9aQP6nmZBhQ2fxPDREcS3zzEwvz Sc ale = 1:81.6 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 3x6 5x6 3x6 3x6 5x6 3x8 37-8-8 37-8-8 15-8-10 15-8-10 37-8-8 Job 1700459 Truss CG Truss Type GABLE Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925357 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:14 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-_EpsRp4xm_jFFshBH_StBCruPV6Q7qsWuY5Z7szEwvx Sc ale = 1:81.8 Sheet Bac k Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 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 57 56 55 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 5x6 3x6 3x6 5x6 5x6 3x8 38-0-0 38-0-0 16-0-2 16-0-2 Job 1700459 Truss DG Truss Type Common Supported Gable Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925358 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:15 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-SQMEe95ZXIr6s0GOri_6jQO?ivPdsFDf7Cr6fIzEwvw Sc ale = 1:68.8 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 3x4 2x8 3x6 4x6 3x6 2x8 3x4 13-4-8 13-4-8 -1-7-12 1-7-12 6-8-4 6-8-4 13-4-8 6-8-4 15-0-4 1-7-12 2-2-2 11-1-2 2-2-2 16.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) Job 1700459 Truss DGR Truss Type QUEENPOST Qty 2 Ply 2 PARKSIDE B Job Reference (optional) I29925359 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:15 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-SQMEe95ZXIr6s0GOri_6jQO?TvLgsByf7Cr6fIzEwvw Sc ale = 1:67.4 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 3x6 4x6 2x8 10x10 4x6 4x6 2x8 5x9 5x9 6-8-4 6-8-4 13-0-0 6-3-12 13-4-8 0-4-8 -1-7-12 1-7-12 2-11-4 2-11-4 6-8-4 3-9-0 10-5-4 3-9-0 13-4-8 2-11-4 2-2-2 11-1-2 2-2-2 16.00 12 Plate Offsets (X,Y)-- [9:0-5-0,0-6-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL Job 1700459 Truss E Truss Type MONO Qty 4 Ply 1 PARKSIDE B Job Reference (optional) I29925360 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:16 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-wdwcsV5BIbzzUAraOPVLGdx2_JgObnTpMsagCkzEwvv Sc ale = 1:21.9 1 2 3 4 5 2x4 2x4 2x4 7-3-0 7-3-0 7-4-8 0-1-8 -0-11-4 0-11-4 7-3-0 7-3-0 7-4-8 0-1-8 0-4-1 3-4-15 5.00 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 IBC2012/TPI2007 CSI. TC BC Job 1700459 Truss EG Truss Type Monopitch Supported Gable Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925361 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:16 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-wdwcsV5BIbzzUAraOPVLGdxBGJlFbnTpMsagCkzEwvv Sc ale = 1:15.5 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 2x4 2x4 2x4 -0-11-4 0-11-4 5-0-0 5-0-0 0-4-1 2-5-1 5.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.38 0.24 Job 1700459 Truss HIP01 Truss Type GABLE Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925362 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:17 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-OpU_3r6p3v5q6KQmy70apqTG?i?4KCDybWKDkAzEwvu Sc ale = 1:72.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 5x6 4x6 4x6 3x6 4x6 3x6 5x6 5x6 5x6 18-2-4 18-2-4 31-8-8 13-6-4 31-8-8 31-8-8 12-10-8 2-5-13 1-10-5 12-10-8 9.22 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [12:0-3-0,0-3-0], [17:Edge,0-3-8], [26:0-0-0,0-1-12], [27:0-1-12,0-0-0], [27:0-4-8,0-1-4], [34:0-3-0,0-1-4], [34:0-0-0,0-1-12], [35:0-1-12 ,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Job 1700459 Truss O Truss Type SPECIAL Qty 3 Ply 1 PARKSIDE B Job Reference (optional) I29925363 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:18 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-s?2MHB7SqDDhjU_zWqXpL20Ty6IP3d06pA3mGdzEwvt Sc ale: 3/16"=1' 1 2 3 4 5 6 9 8 7 10 11 3x6 12 4x9 4x6 3x4 3x6 3x4 2x4 3x4 3x6 9-6-5 9-6-5 18-10-8 9-4-3 -0-11-4 0-11-4 6-6-2 6-6-2 12-6-9 6-0-7 18-10-8 6-3-15 0-4-4 11-4-6 7-2-6 11-4-6 7.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [6:0-5-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 Job 1700459 Truss P Truss Type Monopitch Qty 7 Ply 1 PARKSIDE B Job Reference (optional) I29925364 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:18 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-s?2MHB7SqDDhjU_zWqXpL20O46Mp3cl6pA3mGdzEwvt Sc ale = 1:66.6 1 23 4 5 6 13 12 11 10 9 8 7 14 15 16 6x12 4x6 4x9 8x8 4x9 3x6 2x4 2x4 2x4 6x8 5x9 3x6 2-5-8 2-5-8 9-6-8 7-1-0 16-7-8 7-1-0 18-10-8 2-3-0 -0-11-4 0-11-4 2-5-8 2-5-8 9-6-8 7-1-0 16-7-8 7-1-0 18-10-8 2-3-0 0-4-4 Job 1700459 Truss PB1 Truss Type GABLE Qty 6 Ply 1 PARKSIDE B Job Reference (optional) I29925365 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:19 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-LCclUX84bWLYLeZ94Y22uFYgMWnMo8PF2qpKo3zEwvs Sc ale = 1:24.3 2 3 4 6 5 1 4x6 2x4 2x4 2x4 2x4 7-11-11 7-11-11 6-4-11 6-4-11 7-11-11 1-7-0 -0-0-4 3-8-8 3-8-12 2-8-1 0-1-10 7.00 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 IBC2012/TPI2007 CSI. TC Job 1700459 Truss PB2 Truss Type GABLE Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925366 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:20 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-pOA7ht9iMqTPzn8LdFZHQT5wkwABXbuPHUYtLVzEwvr Sc ale: 1/2"=1' Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 2 3 4 5 6 10 9 8 7 1 4x6 7-11-11 7-11-11 6-4-11 6-4-11 7-11-11 1-7-0 -0-0-4 3-8-8 3-8-12 2-8-1 0-1-10 7.00 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 IBC2012/TPI2007 CSI. Job 1700459 Truss PB4 Truss Type Piggyback Qty 3 Ply 1 PARKSIDE B Job Reference (optional) I29925367 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:21 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-HakVvD9K78bGaxjYBy5Wzge1QKTVG_2YW8IRtyzEwvq Sc ale = 1:51.7 1 2 3 4 5 6 7 14 13 12 11 10 9 15 8 4x6 3x6 3x6 3x4 21-4-3 21-4-3 6-11-6 6-11-6 21-4-3 14-4-13 4-2-9 8-4-9 8-4-13 0-0-4 0-1-2 0-1-10 7.00 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 Job 1700459 Truss PB5 Truss Type Piggyback Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925368 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:21 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-HakVvD9K78bGaxjYBy5Wzge2HKUjGyFYW8IRtyzEwvq Sc ale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 3x6 3x6 3x6 3x6 3x4 21-4-3 21-4-3 6-5-12 6-5-12 7-5-1 0-11-5 21-4-3 13-11-3 4-2-9 7-9-9 7-11-14 0-1-10 0-4-5 0-1-10 7-9-9 7.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 Job 1700459 Truss PB6 Truss Type Piggyback Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925369 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:22 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-lnIt6ZAytRj7C5IklgclWuACBjqr?RShko1_POzEwvp Sc ale = 1:38.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 4x6 3x6 3x6 3x4 21-4-3 21-4-3 2-5-12 2-5-12 11-5-1 8-11-5 21-4-3 9-11-3 4-2-9 5-5-9 5-7-14 0-1-10 0-4-5 0-1-10 5-5-9 7.00 12 Plate Offsets (X,Y)-- [5:0-3-0,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 Job 1700459 Truss PB7 Truss Type Piggyback Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925370 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:23 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-DzrFKuBaelr_qFtwJN7_25jQm7AAkx7rzSnXxqzEwvo Sc ale = 1:54.3 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 5x6 3x6 5x6 3x6 31-8-8 31-8-8 31-8-8 31-8-8 3-1-9 3-3-3 0-1-10 3-1-9 0-1-10 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0-3-0,0-3-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.17 0.10 0.07 Job 1700459 Truss PB8 Truss Type SPECIAL Qty 4 Ply 1 PARKSIDE B Job Reference (optional) I29925371 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:23 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-DzrFKuBaelr_qFtwJN7_25jPh7A4kx9rzSnXxqzEwvo Sc ale = 1:26.1 1 2 3 4 6 5 7 2x4 2x4 2x4 2x4 2x4 7-11-11 7-11-11 0-4-5 4-6-3 0-1-10 0-1-10 7.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.10 Job 1700459 Truss PB9 Truss Type Piggyback Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925372 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:24 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-h9PeXECCP3zqRPS6s5eDbJGcUXXHTPB_C6W5UGzEwvn Sc ale = 1:21.5 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-4-9 5-4-9 2-8-5 2-8-5 5-4-9 2-8-5 0-5-10 3-0-1 0-1-10 0-5-10 0-1-10 14.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] 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 IBC2012/TPI2007 CSI. TC Job 1700459 Truss PB10 Truss Type Piggyback Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925373 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:19 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-LCclUX84bWLYLeZ94Y22uFYnnWq8o8_F2qpKo3zEwvs Sc ale = 1:15.7 1 2 3 4 5 6 7 8 3x6 3x6 2x4 2x4 2x4 2x4 5-4-9 5-4-9 2-2-5 2-2-5 3-2-5 1-0-0 5-4-9 2-2-5 0-5-10 2-2-12 2-5-1 0-1-10 0-5-10 0-1-10 2-2-12 14.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:0-4-0,Edge], [5:0-4-0,Edge], [6:0-2-10,0-1-0] 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 Job 1700459 Truss Q Truss Type Common Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925374 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:24 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-h9PeXECCP3zqRPS6s5eDbJGS?XTmTOB_C6W5UGzEwvn Sc ale = 1:56.5 1 2 3 4 7 6 5 6x8 4x6 2x4 3x8 2x4 6x8 6-1-12 6-1-12 12-3-8 6-1-12 6-1-12 6-1-12 12-3-8 6-1-12 13-11-4 1-7-12 1-9-4 8-11-5 1-9-4 14.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:Edge,0-1-14], [3:Edge,0-1-5] 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 IBC2012/TPI2007 Job 1700459 Truss QG Truss Type Common Supported Gable Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925375 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:25 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-9Mz0laCrAM6h3Z1JQo9S7WojUxsnCqB8QmGe0jzEwvm Sc ale = 1:52.2 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x8 4x6 2x8 12-3-8 12-3-8 -1-7-12 1-7-12 6-1-12 6-1-12 12-3-8 6-1-12 13-11-4 1-7-12 1-9-4 8-11-5 1-9-4 14.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 Job 1700459 Truss V1 Truss Type Valley Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925376 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:25 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-9Mz0laCrAM6h3Z1JQo9S7WolDxstCsM8QmGe0jzEwvm Sc ale = 1:24.9 1 2 3 4 2x4 4x6 2x4 2x4 5-2-12 5-2-12 2-7-6 2-7-6 5-2-12 2-7-6 3-5-13 16.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.08 Job 1700459 Truss V2 Truss Type Valley Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925377 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:28 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-awf8NcFjTHUGw0lu5xj9l9QCv8sRPDma7kUId2zEwvj Sc ale: 3/8"=1' 1 2 3 2x4 4 4x6 2x4 2x4 6-11-12 6-11-12 3-5-14 3-5-14 6-11-12 3-5-14 4-7-13 16.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.46 0.16 0.04 Job 1700459 Truss V3 Truss Type Valley Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925378 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:28 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-awf8NcFjTHUGw0lu5xj9l9Q748sfPC7a7kUId2zEwvj Sc ale = 1:40.1 1 2 3 2x4 4 4x6 2x4 2x4 8-8-12 8-8-12 4-4-6 4-4-6 8-8-12 4-4-6 5-9-13 16.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.77 0.14 0.08 Job 1700459 Truss V4 Truss Type Valley Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925379 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:29 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-27DXayGLEbc7YAK4feEOIMzOSYBo8eQjLOEs9UzEwvi Sc ale = 1:43.8 1 2 3 3x4 4 4x6 3x4 2x4 10-5-12 10-5-12 5-2-14 5-2-14 10-5-12 5-2-14 6-11-13 16.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.41 0.21 0.15 DEFL. Job 1700459 Truss V5 Truss Type Valley Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925380 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:29 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-27DXayGLEbc7YAK4feEOIMzLSYCA8eYjLOEs9UzEwvi Sc ale = 1:50.9 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 7-6-0 7-6-0 8-9-1 14.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.60 0.19 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Job 1700459 Truss V6 Truss Type Valley Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925381 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:30 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-WJmvoIGz?vk_AKvGDLldqaWTWyYdt68ta2zPhwzEwvh Sc ale = 1:44.7 1 2 3 2x4 5 4 2x4 2x4 2x4 2x4 6-6-0 6-6-0 7-7-1 14.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.77 0.17 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in Job 1700459 Truss V7 Truss Type Valley Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925382 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:30 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-WJmvoIGz?vk_AKvGDLldqaWVayT?t7xta2zPhwzEwvh Sc ale = 1:37.7 1 2 2x4 3 2x4 2x4 5-6-0 5-6-0 6-5-1 14.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.64 0.47 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a Job 1700459 Truss V8 Truss Type Valley Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925383 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:30 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-WJmvoIGz?vk_AKvGDLldqaWUbyWot7xta2zPhwzEwvh Sc ale = 1:29.4 1 2 3 2x4 2x4 2x4 4-6-0 4-6-0 5-3-1 14.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.71 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job 1700459 Truss V9 Truss Type Valley Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925384 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:31 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-_VKH?eHbmCsrnUUTn3GsNn2lPMu6cZB0pijyEMzEwvg Sc ale = 1:23.6 1 2 3 2x4 2x4 2x4 3-6-0 3-6-0 4-1-1 14.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.38 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job 1700459 Truss V10 Truss Type Valley Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925385 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:26 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-dYXOywDTxgEYhicV_WghgkLx7LCMxJxHfQ?BY9zEwvl Sc ale = 1:17.7 1 2 3 2x4 2x4 2x4 2-6-0 2-6-0 2-11-1 14.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job 1700459 Truss V11 Truss Type Valley Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925386 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:26 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-dYXOywDTxgEYhicV_WghgkLwMLCnxHrHfQ?BY9zEwvl Sc ale = 1:50.8 1 2 3 4 5 8 7 6 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-2-12 12-2-12 6-1-6 6-1-6 12-2-12 6-1-6 8-1-13 16.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-13] 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 IBC2012/TPI2007 CSI. TC Job 1700459 Truss V12 Truss Type Valley Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925387 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:26 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-dYXOywDTxgEYhicV_WghgkLwDLCsxI3HfQ?BY9zEwvl Sc ale = 1:57.8 1 2 3 4 5 8 7 6 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-11-12 13-11-12 6-11-14 6-11-14 13-11-12 6-11-14 9-3-13 16.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-13] 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 IBC2012/TPI2007 CSI. TC Job 1700459 Truss V13 Truss Type Valley Qty 1 Ply 1 PARKSIDE B Job Reference (optional) I29925388 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:27 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-6k5mAGE5i_MPJsAhYDBwDxu52kXFgmBRu4ll5bzEwvk Sc ale = 1:19.4 1 2 3 2x4 2x4 2x4 2-9-8 2-9-8 3-3-1 14.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job 1700459 Truss V14 Truss Type Valley Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925389 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:27 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-6k5mAGE5i_MPJsAhYDBwDxu73kY7gm0Ru4ll5bzEwvk Sc ale = 1:14.5 1 2 3 4 2x4 4x6 2x4 2x4 3-5-12 3-5-12 1-8-14 1-8-14 3-5-12 1-8-14 2-3-13 16.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.03 0.01 Job 1700459 Truss V15 Truss Type Valley Qty 2 Ply 1 PARKSIDE B Job Reference (optional) I29925390 Timberland Lumber Company, Indianapolis, IN 46222 8.030 s Jan 23 2017 MiTek Industries, Inc . Fri May 19 12:55:28 2017 Page 1 ID:9ERSecQw35eEMt0SP88yiByCh6S-awf8NcFjTHUGw0lu5xj9l9QJw8uYPDRa7kUId2zEwvj Sc ale = 1:8.6 1 2 3 2x4 3x6 2x4 1-8-12 1-8-12 0-10-6 0-10-6 1-8-12 0-10-6 1-1-13 16.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.02 0.00 DEFL. PRODUCT CODE APPROVALS LATERAL BRACING LOCATION 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. 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. Additional stability brac ing for truss system, e.g. diagonal or X-brac ing, is always required. See BCSI. 2. Truss brac ing must be designed by an engineer. For wide truss spac ing, individual lateral braces themselves may require brac ing, or alternative Tor I brac ing 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, erec tion 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 deflec tion. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the spec ies and size, and in all respects, equal to or better than that spec ified. 13. Top chords must be sheathed or purlins provided at spac ing indicated on design. 14. Bottom chords require lateral brac ing at 10 ft. spac ing, or less, if no ceiling is installed, unless otherwise noted. 15. Connec tions 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 pic tures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property (Drawings not to scale) Damage or Personal Injury © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 12/18/18 Mike Sheeks Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=46/1-8-12, 3=46/1-8-12 Max Uplift 1=-8(LC 4), 3=-8(LC 4) Max Grav 1=52(LC 7), 3=52(LC 7) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=74/3-5-12, 3=74/3-5-12, 4=83/3-5-12 Max Uplift 1=-26(LC 4), 3=-26(LC 4) Max Grav 1=89(LC 7), 3=89(LC 7), 4=88(LC 3) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks n/a 0.00 (loc ) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=93/2-9-8, 3=93/2-9-8 Max Horz 1=20(LC 4) Max Uplift 1=-5(LC 4), 3=-28(LC 4) Max Grav 1=106(LC 7), 3=106(LC 7) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks BC WB Matrix-S 0.22 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-11-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-252(LC 4), 6=-252(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=480(LC 7), 6=480(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-400/291, 4-6=-400/291 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=252, 6=252. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks BC WB Matrix-S 0.21 0.10 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-2-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-244(LC 4), 6=-244(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=446(LC 7), 6=446(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-383/287, 4-6=-383/287 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=244, 6=244. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks n/a 0.00 (loc ) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=82/2-6-0, 3=82/2-6-0 Max Horz 1=17(LC 4) Max Uplift 1=-4(LC 4), 3=-25(LC 4) Max Grav 1=93(LC 7), 3=93(LC 7) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks n/a 0.00 (loc ) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=122/3-6-0, 3=122/3-6-0 Max Horz 1=26(LC 4) Max Uplift 1=-7(LC 4), 3=-37(LC 4) Max Grav 1=139(LC 7), 3=139(LC 7) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks n/a 0.00 (loc ) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=162/4-6-0, 3=162/4-6-0 Max Horz 1=34(LC 4) Max Uplift 1=-9(LC 4), 3=-49(LC 4) Max Grav 1=185(LC 7), 3=185(LC 7) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0.00 (loc ) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=202/5-6-0, 3=202/5-6-0 Max Horz 1=42(LC 4) Max Uplift 1=-11(LC 4), 3=-59(LC 4) Max Grav 1=230(LC 7), 3=230(LC 7) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks n/a n/a 0.00 (loc ) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=37/6-6-0, 4=125/6-6-0, 5=321/6-6-0 Max Horz 1=47(LC 4) Max Uplift 1=-66(LC 5), 5=-253(LC 4) Max Grav 1=150(LC 4), 4=125(LC 1), 5=479(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-399/301 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=253. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks in n/a n/a 0.00 (loc ) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 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 brac ing. WEBS 1 Row at midpt 3-4 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=88/7-6-0, 4=121/7-6-0, 5=354/7-6-0 Max Horz 1=50(LC 4) Max Uplift 1=-16(LC 5), 5=-268(LC 4) Max Grav 1=134(LC 4), 4=121(LC 1), 5=524(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-435/321 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=268. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=243/10-5-12, 3=243/10-5-12, 4=305/10-5-12 Max Uplift 1=-45(LC 4), 3=-45(LC 4), 4=-3(LC 4) Max Grav 1=273(LC 7), 3=273(LC 7), 4=340(LC 7) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=209/8-8-12, 3=209/8-8-12, 4=233/8-8-12 Max Uplift 1=-60(LC 4), 3=-60(LC 4) Max Grav 1=246(LC 7), 3=246(LC 7), 4=247(LC 3) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=164/6-11-12, 3=164/6-11-12, 4=184/6-11-12 Max Uplift 1=-53(LC 4), 3=-53(LC 4) Max Grav 1=194(LC 7), 3=194(LC 7), 4=195(LC 3) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=119/5-2-12, 3=119/5-2-12, 4=134/5-2-12 Max Uplift 1=-41(LC 4), 3=-41(LC 4) Max Grav 1=142(LC 7), 3=142(LC 7), 4=141(LC 3) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.35 0.09 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.00 0.00 (loc ) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 95 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 7-19: 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 brac ing. WEBS 1 Row at midpt 7-19 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-159(LC 4), 14=-159(LC 4), 19=-186(LC 5), 23=-123(LC 6), 15=-123(LC 6) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 23, 18, 17, 16, 15 except 24=315(LC 6), 14=315(LC 6), 19=485(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-324/240, 5-6=-160/313, 6-7=-198/352, 7-8=-198/352, 8-9=-160/313, 12-14=-324/240 WEBS 7-19=-469/213 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc . 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=159, 14=159, 19=186, 23=123, 15=123. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks CSI. TC BC WB Matrix-S 0.71 0.27 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc ) 6-7 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-6: 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=472/Mechanical, 5=596/0-3-8 Max Horz 7=-94(LC 4) Max Uplift 7=-49(LC 4), 5=-109(LC 4) Max Grav 7=529(LC 8), 5=602(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-461/103, 2-3=-473/115, 1-7=-475/78, 3-5=-547/139 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=109. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.04 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc ) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins, except 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=130/4-4-2, 6=130/4-4-2, 8=123/4-4-2 Max Uplift 2=-34(LC 4), 6=-34(LC 4) Max Grav 2=146(LC 8), 6=146(LC 8), 8=126(LC 3) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) See Standard Industry Piggyback Truss Connec tion Detail for Connec tion to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks BC WB Matrix-P 0.11 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc ) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=130/4-4-2, 4=130/4-4-2, 6=124/4-4-2 Max Uplift 2=-35(LC 4), 4=-35(LC 4) Max Grav 2=149(LC 8), 4=149(LC 8), 6=132(LC 3) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connec tion Detail for Connec tion 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc ) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=122/7-1-9, 2=119/7-1-9, 6=348/7-1-9 Max Horz 2=21(LC 6) Max Uplift 6=-83(LC 6) Max Grav 5=144(LC 9), 2=119(LC 1), 6=419(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-331/136 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 8) See Standard Industry Piggyback Truss Connec tion Detail for Connec tion 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 98 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 31-8-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 20, 10, 15, 17, 18, 19, 14, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 20, 10 except 15=314(LC 1), 17=316(LC 1), 18=317(LC 1), 19=341(LC 1), 14=321(LC 1), 13=324(LC 1), 11=333(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-19=-258/79 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10, 15, 17, 18, 19, 14, 13, 11. 8) See Standard Industry Piggyback Truss Connec tion Detail for Connec tion to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.35 0.10 0.29 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: 76 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing, Except: 6-0-0 oc brac ing: 15-16. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-6-1. (lb) - Max Horz 16=-21(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 14, 11, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 16, 8 except 12=387(LC 17), 14=585(LC 17), 15=328(LC 17), 11=537(LC 18), 10=428(LC 26) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-12=-310/33, 3-14=-498/93, 2-15=-253/10, 6-11=-454/98, 7-10=-365/92 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 14, 11, 10, 8. 10) See Standard Industry Piggyback Truss Connec tion Detail for Connec tion to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.30 0.10 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc ) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 81 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-6-1. (lb) - Max Horz 18=-21(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 18, 14, 17, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 18, 10 except 14=482(LC 26), 16=435(LC 18), 17=499(LC 26), 13=542(LC 26), 12=420(LC 26) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-14=-408/90, 4-16=-352/0, 2-17=-419/87, 8-13=-458/112, 9-12=-357/87 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 14, 17, 13, 12, 10. 10) See Standard Industry Piggyback Truss Connec tion Detail for Connec tion to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.35 0.18 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-4-3. (lb) - Max Horz 14=-17(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 14, 13, 10, 9 except 8=-391(LC 12), 7=-106(LC 6) Max Grav All reactions 250 lb or less at joint(s) 14, 8 except 12=312(LC 9), 13=392(LC 9), 10=360(LC 12), 9=470(LC 12), 7=679(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-13=-319/96, 4-10=-290/102, 6-9=-360/128 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc . 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 13, 10, 9 except (jt=lb) 8=391, 7=106. 10) See Standard Industry Piggyback Truss Connec tion Detail for Connec tion 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks TC BC WB Matrix-P 0.09 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-11-11. (lb) - Max Horz 1=14(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 8, 9, 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc . 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 9, 10. 11) See Standard Industry Piggyback Truss Connec tion Detail for Connec tion 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks BC WB Matrix-P 0.45 0.22 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-11-11. (lb) - Max Horz 1=14(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-509(LC 12), 2=-284(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=846(LC 12), 6=306(LC 5) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 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) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=509, 2=284. 10) See Standard Industry Piggyback Truss Connec tion Detail for Connec tion 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 11-4-6 7-2-6 11-4-6 1-0-0 7.00 12 Plate Offsets (X,Y)-- [1:0-4-8,0-1-7], [2:0-1-12,0-1-0], [3:0-5-0,0-0-0], [4:0-2-0,Edge], [9:0-2-4,0-2-8], [13:0-1-12,0-0-0], [13:1-6-0,0-2-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.56 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.46 0.22 (loc ) 3-11 3-11 15 l/defl >999 >478 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x8 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,4-11,7-9: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 5-8, 4-9 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=742/0-5-8, 15=715/0-3-8 Max Horz 1=122(LC 6) Max Uplift 15=-97(LC 6) Max Grav 1=782(LC 12), 15=857(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-381/0, 3-4=-1093/0, 4-5=-378/17, 5-6=-387/60 BOT CHORD 3-11=-6/943, 9-11=-2/949 WEBS 5-9=-559/62, 4-11=0/356, 4-9=-977/126, 6-9=-88/1075 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.62 0.78 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.48 0.34 (loc ) 2-9 2-9 11 l/defl >999 >466 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-9,5-9: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=810/0-3-8, 11=718/0-3-8 Max Horz 2=144(LC 6) Max Uplift 2=-24(LC 6), 11=-94(LC 6) Max Grav 2=836(LC 9), 11=873(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1101/3, 3-5=-881/18, 7-10=-45/669, 6-10=-45/669 BOT CHORD 2-9=-55/928, 7-9=0/492 WEBS 3-9=-426/149, 5-9=-3/602, 5-7=-771/128 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.76 0.59 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc ) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 268 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 *Except* 34-37,18-20: 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 *Except* 17-18: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 *Except* 13-23,14-22,15-21,16-19: 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-17, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing, Except: 6-0-0 oc brac ing: 19-21,18-19. WEBS 1 Row at midpt 1-37, 2-36, 3-35, 4-33, 5-32, 6-31, 7-30, 8-29, 9-28, 10-27, 11-25, 12-24 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 31-8-8. (lb) - Max Horz 37=252(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 36, 33, 32, 31, 30, 29, 28, 27, 25, 24, 23, 22, 21, 26 except 18=-299(LC 4), 19=-136(LC 5) Max Grav All reactions 250 lb or less at joint(s) 37, 36, 35, 33, 32, 31, 30, 29, 28, 27, 25, 24, 23, 22, 21, 19, 26 except 18=294(LC 5) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 18, 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 33, 32, 31, 30, 29, 28, 27, 25, 24, 23, 22, 21, 26 except (jt=lb) 18=299, 19=136. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 18, 25, 24, 23, 22, 21, 19. 10) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.04 0.00 (loc ) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=189/5-0-0, 2=256/5-0-0 Max Horz 2=49(LC 6) Max Uplift 4=-54(LC 6), 2=-89(LC 6) Max Grav 4=203(LC 9), 2=259(LC 9) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc . 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks WB Matrix-P 0.91 0.56 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.00 (loc ) 2-4 2-4 4 l/defl >563 >225 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=353/0-3-8, 4=278/0-3-8 Max Horz 2=57(LC 6) Max Uplift 2=-105(LC 6), 4=-69(LC 6) Max Grav 2=361(LC 9), 4=312(LC 9) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=105. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.44 0.46 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.01 (loc ) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 229 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 5-9: 2x4 SPF No.2, 2-10,7-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. REACTIONS. (lb/size) 10=4843/0-3-8, 8=5233/0-3-8 Max Horz 10=112(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-945/115, 3-5=-3250/66, 5-6=-3253/68, 6-7=-992/76, 2-10=-914/163, 7-8=-847/64 BOT CHORD 9-10=0/1640, 8-9=0/1663 WEBS 3-9=-139/546, 5-9=-8/4837, 6-9=-144/537, 3-10=-2658/0, 6-8=-2594/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc , 2x6 - 2 rows staggered at 0-9-0 oc . Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc . Webs connected as follows: 2x4 - 1 row at 0-9-0 oc . 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) sec tion. 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1488 lb down at 2-0-12, 1488 lb down at 4-0-12, 1488 lb down at 6-0-12, 1488 lb down at 8-0-12, and 1488 lb down at 10-0-12, and 1488 lb down at 12-0-12 on bottom chord. The design/selec tion 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 Uniform Loads (plf) Vert: 8-10=-20, 1-2=-60, 2-5=-60, 5-7=-60 Concentrated Loads (lb) Vert: 11=-1488(F) 12=-1488(F) 13=-1488(F) 14=-1488(F) 15=-1488(F) 16=-1488(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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.43 0.21 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.00 0.00 (loc ) 14-15 14-15 17 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 119 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 8-21,7-22,9-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brac ing. WEBS 1 Row at midpt 8-21, 7-22, 9-20 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 26, 22, 24, 20 except 21=-331(LC 5), 23=-118(LC 4), 25=-132(LC 4), 19=-149(LC 4), 18=-119(LC 6), 17=-340(LC 4) Max Grav All reactions 250 lb or less at joint(s) 26, 22, 23, 24, 25, 20, 19, 18 except 21=628(LC 4), 17=302(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-159/281, 5-7=-248/394, 7-8=-284/429, 8-9=-284/429, 9-11=-248/395, 11-12=-160/276 WEBS 8-21=-615/358 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc . 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 22, 24, 20 except (jt=lb) 21=331, 23=118, 25=132, 19=149, 18=119, 17=340. 10) Non Standard bearing condition. Review required. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 38-0-0 21-11-14 4-0-4 13-4-5 0-6-6 7.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0], [29:0-3-8,Edge], [29:0-1-3,0-6-0], [29:0-0-9,0-1-0], [38:0-3-0,0-3-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.08 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc ) - - 29 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 327 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 13-44,12-45,11-47,10-48,9-49,8-50,7-51,14-43,15-42,16-41,17-40,18-39,19-38: 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud/No.3 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 brac ing. WEBS 1 Row at midpt 13-44, 12-45, 11-47, 10-48, 9-49, 8-50, 7-51, 14-43, 15-42, 16-41, 17-40, 18-39, 19-38 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 38-0-0. (lb) - Max Horz 57=-18(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 57, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 except 44=-152(LC 7) Max Grav All reactions 250 lb or less at joint(s) 57, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 29 except 44=272(LC 6), 30=327(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-229/267, 10-11=-251/294, 11-12=-278/325, 12-13=-279/328, 13-14=-279/328, 14-15=-278/325, 15-16=-251/293, 16-17=-229/267 WEBS 13-44=-256/179 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc . 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 57, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 44=152. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 21-11-14 4-2-5 13-4-5 0-6-6 7.00 12 Plate Offsets (X,Y)-- [30:0-3-8,Edge], [30:0-1-3,0-6-0], [30:0-0-9,0-1-0], [39:0-3-0,0-3-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.07 0.20 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: 326 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 14-45,13-46,12-48,10-49,9-50,8-51,7-52,15-44,16-43,17-42,18-41,19-40,20-39: 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud/No.3 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 brac ing. WEBS 1 Row at midpt 14-45, 13-46, 12-48, 10-49, 9-50, 8-51, 7-52, 15-44, 16-43, 17-42, 18-41, 19-40, 20-39 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 37-8-8. (lb) - Max Horz 58=-19(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 58, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 except 45=-150(LC 7) Max Grav All reactions 250 lb or less at joint(s) 58, 46, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 30 except 45=270(LC 6), 31=327(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-227/264, 10-12=-249/290, 12-13=-276/322, 13-14=-277/325, 14-15=-277/325, 15-16=-276/322, 16-17=-249/290, 17-18=-227/264 WEBS 14-45=-254/177 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc . 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 58, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 45=150. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 8-9-6 42-0-0 9-0-14 -1-7-12 1-7-12 7-2-5 7-2-5 14-1-3 6-10-13 21-0-0 6-10-13 27-10-13 6-10-13 34-9-11 6-10-13 42-0-0 7-2-5 42-11-4 0-11-4 0-9-12 13-0-12 0-9-12 7.00 12 Plate Offsets (X,Y)-- [2:0-5-11,Edge], [12:0-5-11,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.64 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.04 (loc ) 16-18 16-18 12 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 Weight: 202 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,4-18,10-14: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 4-2-1, Right 2x6 SPF No.2 4-2-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing, Except: 6-0-0 oc brac ing: 14-16. WEBS 1 Row at midpt 4-18, 6-16, 7-16, 8-16 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=914/0-3-8, 16=2042/0-3-8, 12=559/0-3-8 Max Horz 2=18(LC 6) Max Uplift 2=-117(LC 6), 16=-74(LC 6), 12=-82(LC 6) Max Grav 2=968(LC 9), 16=2228(LC 12), 12=622(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1220/120, 4-6=-718/157, 6-7=0/321, 7-8=0/495, 8-10=-478/180, 10-12=-638/116 BOT CHORD 2-20=-9/925, 18-20=-9/925, 16-18=0/544, 12-14=-8/465 WEBS 4-20=0/271, 4-18=-592/101, 6-18=0/559, 6-16=-963/129, 7-16=-710/0, 8-16=-829/192, 8-14=-49/714, 10-14=-466/163 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 12 except (jt=lb) 2=117. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 11-0-0 1-0-0 Plate Offsets (X,Y)-- [14:0-5-8,0-4-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.52 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.42 -0.01 (loc ) 12-13 12-13 16 l/defl >999 >597 n/a L/d 240 180 n/a PLATES MT20 Weight: 215 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 1-16, 8-9, 3-13, 2-15, 5-12, 7-12 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=757/0-3-8, 9=275/Mechanical, 12=1481/0-3-8 Max Horz 12=-24(LC 4) Max Uplift 16=-60(LC 4), 9=-12(LC 4), 12=-146(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-705/107, 1-2=-425/145, 2-3=-425/145, 3-5=-416/145 BOT CHORD 14-15=0/355 WEBS 3-14=-372/119, 1-15=-47/651, 2-15=-415/110, 5-14=-34/596, 5-12=-882/152, 7-12=-494/90 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9 except (jt=lb) 12=146. 7) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 4-4-12 26-4-10 5-0-6 31-8-8 5-3-14 10-0-0 11-0-0 4-11-8 1-0-0 11-0-0 7.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-4], [14:0-5-8,0-3-12] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.81 0.53 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 -0.02 (loc ) 11-13 11-13 16 l/defl >999 >590 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,8-9,8-10: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-10 max.): 1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing, Except: 6-0-0 oc brac ing: 10-11. WEBS 1 Row at midpt 1-16, 3-13, 2-15, 3-15, 5-11, 6-11 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=784/0-3-8, 11=1415/0-3-8, 9=314/Mechanical Max Horz 11=-49(LC 6) Max Uplift 16=-83(LC 6), 11=-86(LC 6), 9=-25(LC 6) Max Grav 16=1242(LC 13), 11=1885(LC 13), 9=610(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1187/129, 1-2=-612/160, 2-3=-612/160, 3-5=-623/174, 6-7=-493/208, 7-8=-390/101, 8-9=-556/57 BOT CHORD 14-15=0/610 WEBS 3-14=-532/84, 1-15=-75/1082, 2-15=-762/113, 11-14=0/288, 5-14=-1/771, 5-11=-1261/82, 6-11=-697/103, 6-10=-136/632, 7-10=-646/151, 8-10=-26/283 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) 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) 16, 11, 9. 8) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 6-1-10 16-11-8 4-4-12 21-4-3 4-4-12 26-4-10 5-0-6 31-8-8 5-3-14 10-0-0 1-10-0 4-11-8 1-0-0 11-0-0 7.00 12 Plate Offsets (X,Y)-- [6:0-6-8,0-2-0], [15:0-5-8,0-4-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.34 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 -0.05 (loc ) 13-14 15-16 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-15,7-10,8-9,8-10: 2x4 SPF Stud/No.3 OTHERS 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.): 1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing, Except: 6-0-0 oc brac ing: 11-13. WEBS 1 Row at midpt 3-14, 2-16, 5-13, 6-13, 7-11 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1389/0-3-8, 9=424/Mechanical, 19=676/0-3-8 Max Horz 13=-245(LC 6) Max Uplift 13=-115(LC 6), 19=-106(LC 6) Max Grav 13=1858(LC 14), 9=709(LC 15), 19=1090(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-520/61, 2-3=-520/61, 3-5=-457/92, 7-8=-465/58, 8-9=-664/1 BOT CHORD 15-16=-52/459, 10-11=0/301 WEBS 3-15=-650/52, 1-16=-102/897, 2-16=-733/129, 5-15=-2/853, 5-13=-1273/82, 6-13=-692/114, 6-11=-72/430, 7-11=-491/123, 8-10=0/383 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=115, 19=106. 9) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.82 0.49 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 -0.01 (loc ) 6-7 6-7 10 l/defl >721 >281 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-9,4-7: 2x4 SPF Stud/No.3 SLIDER Right 2x6 SPF No.2 4-1-11 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 brac ing. WEBS 1 Row at midpt 1-10, 2-10 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=601/0-3-8, 7=574/0-3-8, 6=499/0-3-8 Max Horz 7=-363(LC 6) Max Uplift 10=-194(LC 6) Max Grav 10=776(LC 9), 7=581(LC 9), 6=520(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-290/76, 2-4=-495/0, 4-6=-566/0 BOT CHORD 9-10=-126/388, 7-9=-282/416, 6-7=0/407 WEBS 2-10=-606/198, 4-7=-442/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=194. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.30 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.09 0.01 (loc ) 11-12 11-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 1-12: 2x4 SPF-S 1650F 1.6E, 2-12,2-11: 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing, Except: 6-0-0 oc brac ing: 9-11. WEBS 1 Row at midpt 1-12, 2-12, 2-11 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=474/0-3-8, 7=304/Mechanical, 9=886/0-3-8 Max Horz 9=-27(LC 6) Max Uplift 12=-34(LC 6), 7=-10(LC 6), 9=-58(LC 6) Max Grav 12=619(LC 9), 7=376(LC 12), 9=1261(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-480/114 BOT CHORD 8-9=0/346, 7-8=0/342 WEBS 2-12=-512/112, 4-9=-969/105, 5-9=-429/79, 5-7=-417/6 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) 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) 12, 7, 9. 8) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0.40 0.22 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc ) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=188/Mechanical, 5=490/0-3-8 Max Horz 5=124(LC 4) Max Uplift 4=-37(LC 4), 5=-59(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-266/79 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down and 1 lb up at 1-0-4 on bottom chord. The design/selec tion of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) sec tion, 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: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-357(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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.01 -0.06 (loc ) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=253/0-3-8, 3=54/Mechanical, 4=21/Mechanical Max Horz 5=272(LC 4) Max Uplift 5=-25(LC 5), 3=-122(LC 4), 4=-51(LC 4) Max Grav 5=293(LC 6), 3=142(LC 5), 4=63(LC 5) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=122. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 4-5-11 31-8-8 4-7-7 4-8-7 4-8-7 9-1-5 4-4-15 13-6-4 4-4-15 18-1-11 4-7-7 22-7-6 4-5-11 27-1-1 4-5-11 31-8-8 4-7-7 13-1-5 5-0-6 5-0-6 7.00 12 Plate Offsets (X,Y)-- [1:0-3-12,Edge], [5:0-4-13,0-1-5] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.65 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.09 0.02 (loc ) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 247 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 1-21,3-21,3-20,4-20: 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 (4-7-4 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 1-21, 3-21, 4-20, 6-16, 9-11 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 21=476/0-3-8, 11=832/Mechanical, 17=1382/0-3-8 Max Horz 17=-33(LC 21) Max Uplift 21=-65(LC 21), 11=-427(LC 6), 17=-312(LC 6) Max Grav 21=761(LC 18), 11=1369(LC 24), 17=1747(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-466/134, 4-5=-470/110, 6-7=-1455/432, 7-9=-1455/432 BOT CHORD 20-21=0/260, 19-20=-36/278, 15-16=-137/1114, 13-15=-137/1114, 12-13=-281/1039, 11-12=-281/1039 WEBS 3-21=-684/152, 3-20=-100/297, 4-19=-483/131, 5-16=-619/114, 6-16=-1537/381, 6-15=0/304, 6-13=-262/474, 7-13=-492/194, 9-13=-56/535, 9-11=-1520/477 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 11=427, 17=312. 8) Graphical purlin representation does not depic t the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 103 lb up at 22-0-4, 124 lb down and 103 lb up at 24-0-4, 124 lb down and 103 lb up at 26-0-4, and 124 lb down and 103 lb up at 28-0-4, and 124 lb down and 103 lb up at 30-0-4 on top chord, and 168 lb down and 38 lb up at 21-1-12, 40 lb down and 46 lb up at 22-0-4, 40 lb down and 46 lb up at 24-0-4, 40 lb down and 46 lb up at 26-0-4, and 40 lb down and 46 lb up at 28-0-4, and 40 lb down and 46 lb up at 30-0-4 on bottom chord. The design/selec tion of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) sec tion, loads applied to the face of the truss are noted as front (F) or back (B). 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 3x6 5x6 3x6 42-0-0 42-0-0 -1-7-12 1-7-12 21-0-0 21-0-0 42-0-0 21-0-0 42-11-4 0-11-4 0-9-12 13-0-12 0-9-12 7.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.32 0.07 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc ) 34 33 35 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 336 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 17-51,16-52,15-53,14-54,13-55,12-56,18-50,19-49,20-48,21-47,22-46: 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 brac ing. WEBS 1 Row at midpt 17-51, 16-52, 15-53, 14-54, 13-55, 12-56, 18-50, 19-49, 20-48, 21-47, 22-46 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 42-0-0. (lb) - Max Horz 67=18(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 67, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 49, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 51=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 35, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 50, 49, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 67=277(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-246/280, 16-17=-249/286, 17-18=-249/286, 18-19=-246/280 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc . 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 67, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 49, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except (jt=lb) 51=127. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 7.00 12 Plate Offsets (X,Y)-- [1:0-3-12,Edge], [3:0-5-3,0-1-6], [8:Edge,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.88 0.88 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.55 0.06 (loc ) 14-15 14-15 8 l/defl >999 >455 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 177 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-15: 2x4 SPF-S 1650F 1.6E, 3-14,4-12,6-9: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-13 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 1-15, 7-8, 2-15, 3-14, 3-12, 4-9 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=1203/0-3-8, 8=1152/Mechanical, 10=159/0-3-8 Max Horz 15=-23(LC 6) Max Uplift 15=-99(LC 6), 8=-102(LC 6) Max Grav 15=1489(LC 9), 8=1748(LC 13), 10=217(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1706/239, 3-4=-1885/196, 4-6=-1415/171, 6-7=-1415/171, 7-8=-1660/146 BOT CHORD 14-15=0/594, 12-14=0/1456, 10-12=-22/1885, 9-10=-22/1885 WEBS 2-15=-1359/180, 2-14=-183/2075, 3-14=-1683/256, 3-12=-56/597, 4-12=-399/125, 4-9=-655/34, 6-9=-846/143, 7-9=-114/1910 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) 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) 15 except (jt=lb) 8=102. 9) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 6-8-11 13-1-5 9-7-3 9-7-4 7.00 12 Plate Offsets (X,Y)-- [1:0-3-12,Edge], [2:0-5-9,0-1-6], [7:Edge,0-3-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.44 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 -0.02 (loc ) 10-13 10-13 15 l/defl >999 >769 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 200 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-15: 2x4 SPF-S 1650F 1.6E 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.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 1-15, 7-8, 2-15, 3-14, 3-13, 4-10, 6-10, 6-8 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=790/0-3-8, 8=343/Mechanical, 10=1380/0-3-8 Max Horz 10=-14(LC 6) Max Uplift 15=-73(LC 6), 8=-47(LC 6), 10=-85(LC 6) Max Grav 15=1049(LC 9), 8=565(LC 13), 10=2028(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-281/7, 2-3=-519/137, 3-4=-656/151, 7-8=-296/67 BOT CHORD 14-15=0/461, 13-14=0/642 WEBS 2-15=-906/151, 2-14=0/377, 3-14=-312/29, 3-13=-500/110, 4-13=-6/801, 4-10=-1265/129, 6-10=-716/51, 6-8=-251/38 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) 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) 15, 8, 10. 9) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 7-5-3 31-8-8 7-8-11 13-1-5 11-11-3 11-11-4 7.00 12 Plate Offsets (X,Y)-- [1:0-3-12,Edge], [2:0-5-0,0-1-5], [8:Edge,0-3-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.94 0.43 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.66 -0.01 (loc ) 11-14 11-14 16 l/defl >944 >376 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 236 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4,6-8: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SP 2400F 2.0E WEBS 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 (2-2-0 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brac ing. WEBS 1 Row at midpt 1-16, 8-9, 2-16, 3-15, 3-14, 5-11, 7-11, 7-9 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=776/0-3-8, 9=316/Mechanical, 11=1421/0-3-8 Max Horz 11=-4(LC 6) Max Uplift 16=-75(LC 6), 9=-44(LC 6), 11=-96(LC 6) Max Grav 16=1086(LC 13), 9=545(LC 13), 11=1975(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-578/173, 8-9=-339/80 BOT CHORD 14-15=0/544, 11-14=-43/251 WEBS 2-16=-1165/178, 2-15=-119/680, 3-15=-720/44, 5-14=0/546, 5-11=-1032/134, 7-11=-835/104 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) 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) 16, 9, 11. 9) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 12-0-0 1-9-4 12-0-0 14.00 12 Plate Offsets (X,Y)-- [3:0-2-11,Edge], [4:0-3-2,0-2-0], [9:Edge,0-3-8], [10:0-3-0,0-4-4] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.30 0.40 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.07 -0.01 (loc ) 10-11 10-11 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 490 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-13,3-13,3-11,4-11: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing, Except: 6-0-0 oc brac ing: 9-10. REACTIONS. (lb/size) 15=4529/0-3-8, 9=4674/0-3-8 Max Horz 9=-96(LC 4) Max Uplift 9=-411(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2427/125, 2-3=-2566/259, 3-4=-1930/237, 4-6=-3034/283, 6-7=-4326/325, 1-15=-3553/74, 7-9=-4341/333 BOT CHORD 13-14=0/1530, 11-13=0/1629, 10-11=-90/2744 WEBS 2-14=-510/88, 3-13=-51/975, 3-11=-71/732, 4-11=-118/1942, 6-11=-1516/314, 6-10=-255/1983, 1-14=0/2246, 7-10=-23/2760 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc . Bottom chords connected as follows: 2x6 - 3 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) sec tion. 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=411. 9) Graphical purlin representation does not depic t the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 700 lb down at 0-1-12, 689 lb down at 2-0-4, 590 lb down and 11 lb up at 4-0-4, 590 lb down and 11 lb up at 6-0-4, 590 lb down and 11 lb up at 8-0-4, 255 lb down and 3 lb up at 10-0-4, 525 lb down and 26 lb up at 12-0-4, 545 lb down and 24 lb up at 14-0-4, and 1728 lb down at 15-11-4, and 1231 lb down and 365 lb up at 17-11-4 on bottom chord. The design/selec tion of such connection device(s) is the responsibility of others. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 16-0-2 5-2-14 23-3-6 7-3-5 30-6-11 7-3-5 38-0-0 7-5-5 4-0-4 13-4-5 0-6-6 7.00 12 Plate Offsets (X,Y)-- [9:0-1-0,0-0-9], [9:0-6-0,0-1-3] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.92 0.73 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.30 0.12 (loc ) 12 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,7-9: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,8-10,1-16: 2x4 SPF Stud/No.3 WEDGE Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 3-15, 3-13, 6-13, 8-12, 2-16 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1508/0-3-8, 9=1508/Mechanical Max Horz 16=-18(LC 6) Max Uplift 16=-87(LC 6), 9=-85(LC 6) Max Grav 16=1655(LC 11), 9=1655(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1578/215, 3-5=-1542/249, 5-6=-1568/240, 6-8=-2141/207, 8-9=-2699/166 BOT CHORD 15-16=0/1058, 13-15=0/1186, 12-13=0/1650, 10-12=-62/2201, 9-10=-62/2201 WEBS 2-15=0/356, 3-13=-300/123, 5-13=-133/1085, 6-13=-913/151, 6-12=0/498, 8-12=-651/110, 8-10=0/323, 2-16=-1743/48 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 8x14 MT18HS 3x6 3x8 4x9 3x8 10x10 2-0-3 2-7-5 2-7-5 8-5-6 5-10-1 16-7-5 8-1-14 24-7-0 7-11-11 -0-11-4 0-11-4 5-8-12 5-8-12 11-2-0 5-5-4 16-7-5 5-5-4 20-7-5 4-0-0 24-7-0 3-11-11 0-9-12 10-6-0 7.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-1-12,0-1-0], [12:0-5-0,0-1-12], [27:0-3-2,0-1-1] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.76 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.04 (loc ) 16-17 16-17 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 170 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,8-19,3-21: 2x4 SPF Stud/No.3, 2-21: 2x4 SP No.1 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 15-16, 8-17, 12-17 JOINTS 1 Brace at Jt(s): 15, 23, 24, 27, 28, 32, 33, 37 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=970/0-3-8, 21=1038/0-3-8 Max Horz 21=58(LC 6) Max Uplift 16=-77(LC 6), 21=-86(LC 6) Max Grav 16=1124(LC 14), 21=1329(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-881/126, 3-4=-1627/67, 4-5=-1583/79, 5-7=-1541/92, 7-8=-1593/118, 8-9=-726/49, 9-10=-791/94, 10-11=-736/100, 11-12=-687/111, 12-13=-640/118, 13-14=-639/118, 14-15=-757/176, 15-16=-1057/130, 2-21=-651/134 BOT CHORD 20-21=-21/1528, 19-20=-84/1535, 17-19=-6/1220 WEBS 3-29=-418/107, 19-29=-333/127, 19-27=-8/471, 8-27=-75/848, 8-25=-699/87, 17-25=-895/142, 17-22=-355/80, 12-22=-320/80, 15-17=-74/1113, 21-37=-1073/0, 35-37=-1070/0, 3-35=-1186/0, 22-23=-772/70, 14-23=-754/65, 25-28=-693/98, 26-28=-711/61, 24-26=-669/62, 22-24=-704/60, 27-30=-610/98, 25-30=-628/101, 29-32=-384/76, 31-32=-443/71, 27-31=-440/67, 9-28=-266/72, 29-33=-256/98, 7-27=-281/48, 3-33=0/299 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) Gable studs spaced at 1-4-0 oc . 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 21. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.98 0.61 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.04 (loc ) 2-12 2-12 9 l/defl >999 >943 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-12,6-12: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 8-9, 6-10, 7-10 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=976/0-3-0, 2=1035/0-3-8 Max Horz 2=34(LC 6) Max Uplift 9=-78(LC 6), 2=-82(LC 6) Max Grav 9=1128(LC 14), 2=1324(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1953/117, 4-6=-1709/137, 6-7=-961/160, 7-8=-740/166, 8-9=-1060/130 BOT CHORD 2-12=-57/1551, 10-12=0/1197 WEBS 4-12=-358/125, 6-12=0/489, 6-10=-898/127, 8-10=-56/1076 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2. 8) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 8-3-8 6-0-0 14-3-8 6-0-0 16-7-5 2-3-13 24-7-0 7-11-11 0-9-12 10-6-0 1-6-0 0-6-0 7.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [7:0-6-8,0-2-0], [8:Edge,0-3-8], [11:0-1-4,0-1-4], [11:0-5-12,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.81 0.65 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.89 0.29 (loc ) 13-14 13-14 9 l/defl >927 >326 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SP 2400F 2.0E, 1-5: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 2-15: 2x8 SP No.2, 3-15: 2x4 SPF Stud/No.3 13-14: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-14,4-13,6-13,10-12: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing, Except: 6-0-0 oc brac ing: 11-12,10-11. 1 Row at midpt 6-12 WEBS 1 Row at midpt 8-9, 7-10, 7-9 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=970/0-3-8, 2=1038/0-3-8 Max Horz 2=37(LC 6) Max Uplift 9=-77(LC 6), 2=-87(LC 6) Max Grav 9=1124(LC 14), 2=1329(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2166/105, 3-4=-4516/155, 4-6=-1531/133, 6-7=-1217/215, 8-9=-399/87 BOT CHORD 2-15=-91/1663, 3-15=-1550/70, 14-15=-124/2471, 13-14=-56/1976, 12-13=0/1236, 6-12=-1798/40, 9-10=0/656 WEBS 3-14=0/2141, 4-14=0/2389, 4-13=-1025/161, 6-13=0/1500, 10-12=0/702, 7-12=-121/1199, 7-9=-1065/58 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2. 9) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 7-11-11 -0-11-4 0-11-4 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 16-7-5 2-3-13 24-7-0 7-11-11 0-9-12 10-6-0 1-0-0 10-6-0 1-6-0 0-6-0 7.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [7:0-7-8,0-2-0], [12:0-1-4,0-1-4], [12:0-5-12,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.65 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.90 0.26 (loc ) 14-15 14-15 18 l/defl >920 >323 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 165 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-16: 2x8 SP No.2, 3-16: 2x4 SPF Stud/No.3 14-15: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-15,4-14,6-14,11-13: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brac ing. Except: 1 Row at midpt 6-13 WEBS 1 Row at midpt 7-11, 7-10 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1038/0-3-8, 18=956/0-3-8 Max Horz 2=274(LC 6) Max Uplift 2=-34(LC 6), 18=-122(LC 6) Max Grav 2=1329(LC 15), 18=1122(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2155/55, 3-4=-4629/343, 4-6=-1531/69, 6-7=-1153/118, 10-17=-52/935, 8-17=-52/935 BOT CHORD 2-16=-288/1796, 3-16=-1658/230, 15-16=-394/2654, 14-15=-267/2036, 13-14=-91/1257, 6-13=-1843/161, 10-11=-56/662 WEBS 3-15=-145/2216, 4-15=-235/2552, 4-14=-1050/197, 6-14=-67/1540, 11-13=-45/701, 7-13=-166/1243, 7-10=-1063/120 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 18=122. 10) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 24-7-0 4-1-10 0-9-12 10-6-0 1-0-0 10-6-0 7.00 12 Plate Offsets (X,Y)-- [2:0-5-11,Edge], [7:0-3-0,0-1-12] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.62 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.03 (loc ) 2-14 2-14 16 l/defl >999 >947 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-14,6-14: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 6-12, 8-11 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1035/0-3-8, 16=962/0-3-8 Max Horz 2=272(LC 6) Max Uplift 2=-28(LC 6), 16=-124(LC 6) Max Grav 2=1324(LC 15), 16=1128(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1952/23, 4-6=-1705/42, 6-7=-924/56, 7-8=-675/75, 11-15=-95/1009, 9-15=-95/1009 BOT CHORD 2-14=-216/1620, 12-14=-138/1226, 11-12=-31/363 WEBS 4-14=-360/131, 6-14=-0/497, 6-12=-911/135, 8-12=-66/872, 8-11=-993/147 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 16=124. 9) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 4-3-1 17-11-12 3-7-11 18-5-7 0-5-11 22-8-8 4-3-1 3-0-14 5-10-14 2-10-0 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [8:0-3-8,Edge], [11:0-3-8,0-6-0], [14:0-6-4,0-6-4], [16:0-4-8,0-5-0], [17:0-6-8,0-0-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.57 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.47 0.08 (loc ) 11-12 11-12 9 l/defl >999 >567 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 355 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E BOT CHORD 2x8 SP 2250F 1.8E *Except* 16-17: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-9,11-13: 2x4 SPF-S 1650F 1.6E 2-15,3-16,3-14,4-14: 2x4 SPF Stud/No.3 1-16,14-16,8-10,6-10: 2x4 SP 2400F 2.0E BRACING- TOP CHORD 2-0-0 oc purlins (2-10-2 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 8-9 REACTIONS. (lb/size) 17=12859/1-6-0, 9=12984/0-3-8 Max Horz 17=-62(LC 4) Max Uplift 17=-1118(LC 4), 9=-1135(LC 4) Max Grav 17=13823(LC 7), 9=13963(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-12294/1015, 1-2=-10933/920, 2-3=-10893/920, 3-4=-14378/1227, 4-6=-17393/1475, 6-7=-8842/785, 7-8=-8842/785, 8-9=-11753/990 BOT CHORD 13-14=-1347/17370, 11-12=-22/279, 10-11=-1039/13572 WEBS 15-16=-121/1723, 12-13=-142/2053, 4-13=-217/3346, 1-16=-1318/16225, 14-16=-1193/15542, 3-16=-4285/378, 3-14=-140/2184, 4-14=-4665/382, 11-13=-1048/13697, 6-13=-435/5481, 6-11=-122/2107, 8-10=-1185/14538, 6-10=-8022/656 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 0-3-0 oc . Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc , 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) sec tion. 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 17, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide metal plate or equivalent at bearing(s) 17 to support reaction shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=1118, 9=1135. Continued 11) Girder on carries page tie-2 in span(s): 56-3-8 from 0-0-0 to 22-8-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0.02 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc ) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=332/0-4-9, 4=-66/Mechanical Max Horz 5=102(LC 4) Max Uplift 5=-1(LC 4), 4=-179(LC 6) Max Grav 5=485(LC 6), 4=2(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-470/10 WEBS 2-4=-0/308 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.1 psf or 2.00 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=179. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0.35 0.02 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc ) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=235/0-3-8, 3=-47/Mechanical, 4=11/Mechanical Max Horz 5=261(LC 4) Max Uplift 5=-164(LC 5), 3=-125(LC 6), 4=-661(LC 4) Max Grav 5=484(LC 4), 3=102(LC 5), 4=133(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-478/175 WEBS 2-4=-128/699 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=164, 3=125, 4=661. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.49 0.33 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.02 -0.00 (loc ) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=44/Mechanical, 7=197/0-3-8 Max Horz 7=110(LC 4) Max Uplift 5=-565(LC 4), 7=-646(LC 4) Max Grav 5=142(LC 15), 7=254(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-85/404, 2-7=-275/452 WEBS 3-6=-594/79, 3-5=0/301 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2) -1-7-12 to 3-2-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 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) 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) 5=565, 7=646. 8) Graphical purlin representation does not depic t the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 107 lb up at 1-4-0, and 106 lb down and 107 lb up at 1-8-12 on top chord, and 63 lb down and 572 lb up at 1-4-0, and 86 lb down and 467 lb up at 1-8-12 on bottom chord. The design/selec tion of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) sec tion, 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 -0.00 (loc ) 4-5 4-5 4 l/defl >999 >584 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=386/Mechanical, 5=685/0-3-8 Max Horz 5=127(LC 4) Max Uplift 4=-129(LC 4) Max Grav 4=412(LC 11), 5=793(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/0 WEBS 2-4=-0/276 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=129. 7) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 459 lb down and 4 lb up at 0-1-12, and 454 lb down and 10 lb up at 2-4-12 on bottom chord. The design/selec tion of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) sec tion, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 4-5=-20 Concentrated Loads (lb) Vert: 5=-459(F) 6=-454(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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0.17 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.01 (loc ) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=263/0-3-8, 3=63/Mechanical, 4=31/Mechanical Max Horz 5=348(LC 4) Max Uplift 5=-95(LC 5), 3=-70(LC 4), 4=-308(LC 4) Max Grav 5=293(LC 6), 3=156(LC 5), 4=146(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/126 BOT CHORD 4-5=-294/103 WEBS 2-4=-154/440 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3 except (jt=lb) 4=308. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.53 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 -0.01 (loc ) 8-9 8-9 12 l/defl >999 >613 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-11,2-9,3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=822/0-3-8, 8=939/0-3-8 Max Horz 8=-96(LC 4) Max Uplift 12=-53(LC 4), 8=-107(LC 4) Max Grav 12=871(LC 8), 8=947(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-720/155, 2-3=-486/185, 3-5=-773/204, 5-6=-273/201, 1-12=-804/90, 6-8=-350/229 BOT CHORD 9-11=0/334, 8-9=0/414 WEBS 3-9=-75/274, 1-11=0/340, 5-8=-655/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 8=107. 7) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.58 0.28 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc ) 1 1 17 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 136 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 15-18,14-19,13-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 16-17, 15-18, 14-19, 13-20 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-7-8. (lb) - Max Horz 2=45(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 20, 21, 22, 23, 24, 25, 26, 27, 29, 30 Max Grav All reactions 250 lb or less at joint(s) 17, 2, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 29, 30 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc . 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 20, 21, 22, 23, 24, 25, 26, 27, 29, 30. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.52 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 -0.01 (loc ) 8-9 8-9 12 l/defl >999 >644 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-11,2-9,3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=822/0-3-8, 8=939/0-3-8 Max Horz 8=-96(LC 4) Max Uplift 12=-52(LC 4), 8=-106(LC 4) Max Grav 12=873(LC 8), 8=949(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-721/155, 2-3=-485/186, 3-5=-779/209, 5-6=-281/208, 1-12=-808/89, 6-8=-358/234 BOT CHORD 9-11=0/335, 8-9=0/415 WEBS 3-9=-83/283, 1-11=0/337, 5-8=-652/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 8=106. 7) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks (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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.40 0.55 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 -0.01 (loc ) 9-11 9-11 12 l/defl >999 >670 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-11,3-11,3-9,4-9: 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing. WEBS 1 Row at midpt 3-11, 3-9 MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=822/0-3-8, 8=939/0-3-8 Max Horz 8=-96(LC 4) Max Uplift 12=-58(LC 4), 8=-111(LC 4) Max Grav 12=849(LC 8), 8=939(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-672/138, 2-3=-430/154, 3-4=-502/156, 4-5=-791/177, 1-12=-826/72, 6-8=-263/226 BOT CHORD 9-11=0/448, 8-9=0/412 WEBS 4-9=-57/326, 1-11=0/418, 5-8=-754/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 8=111. 7) Graphical purlin representation does not depic t 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 3-2-10 22-11-4 1-7-12 3-8-0 7-4-6 8-11-5 1-9-4 7-4-6 14.00 12 Plate Offsets (X,Y)-- [2:0-3-15,0-3-0], [5:Edge,0-1-14], [10:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.14 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.04 0.01 (loc ) 12-14 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 303 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-14,3-11,5-10: 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac ing, Except: 6-0-0 oc brac ing: 9-10. REACTIONS. (lb/size) 15=1134/0-3-8, 9=1114/0-3-8 Max Horz 15=-95(LC 12) Max Uplift 15=-1185(LC 4), 9=-365(LC 4) Max Grav 15=1447(LC 14), 9=1191(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-982/726, 2-3=-642/511, 3-4=-895/393, 4-5=-530/242, 5-6=-1074/468, 6-7=-996/342, 1-15=-1398/964, 7-9=-1142/381 BOT CHORD 12-14=-337/1057, 11-12=-337/1057, 10-11=-103/790 WEBS 2-14=-422/346, 3-14=-831/181, 3-12=-291/546, 3-11=-433/386, 4-11=-213/445, 4-10=-1111/492, 5-10=-507/1063, 6-10=-278/155, 1-14=-542/810, 7-10=-94/605 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc . Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc . Webs connected as follows: 2x4 - 1 row at 0-9-0 oc . 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) sec tion. 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1185, 9=365. 9) Graphical purlin representation does not depic t the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 lb down and 74 lb up at 3-4-0, and 134 lb down and 67 lb up at 5-4-12, and 134 lb down and 67 lb up at 7-4-12 on top chord, and 131 lb down and 545 lb up at 1-4-12, 99 lb down and 229 lb up at 3-4-12, 99 lb down and 229 lb up at 5-4-12, and 99 lb down and 229 lb up at 7-4-12, and 366 lb down and 102 lb up at 8-11-4 on bottom chord. The design/selec tion 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 0-9-12 15-3-14 4-10-0 11-1-14 10-5-14 7.00 12 5.69 12 10.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [9:0-2-11,0-1-8], [14:0-2-12,0-1-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.30 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.03 (loc ) 14-15 14-15 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-7-14 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=348/0-5-8, 14=1386/0-3-8, 17=274/0-3-8 Max Horz 2=408(LC 6) Max Uplift 14=-192(LC 6), 17=-82(LC 6) Max Grav 2=348(LC 1), 14=1597(LC 12), 17=458(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-470/5, 4-6=-280/797, 7-8=-552/14, 11-16=-68/404, 10-16=-68/404 BOT CHORD 2-15=-387/638, 14-15=-327/514, 13-14=-683/9, 11-12=-68/386 WEBS 4-15=-87/390, 4-14=-1016/322, 6-14=-834/188, 6-13=-64/596, 7-12=0/306, 8-11=-516/110, 7-13=-506/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 3x6 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) Bearing at joint(s) 2, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 14=192. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks 6-3-8 17-0-2 4-8-10 21-8-12 4-8-10 24-10-8 3-1-12 0-9-12 15-3-14 4-10-0 11-1-14 10-5-14 7.00 12 5.69 12 10.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [9:0-2-11,0-1-8], [14:0-2-12,0-1-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.30 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.03 (loc ) 14-15 14-15 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-7-14 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 brac ing. MiTek recommends that Stabilizers and required cross brac ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=348/0-5-8, 14=1386/0-3-8, 17=274/0-3-8 Max Horz 2=408(LC 6) Max Uplift 14=-192(LC 6), 17=-82(LC 6) Max Grav 2=348(LC 1), 14=1597(LC 12), 17=458(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-470/5, 4-6=-280/797, 7-8=-552/14, 11-16=-68/404, 10-16=-68/404 BOT CHORD 2-15=-387/638, 14-15=-327/514, 13-14=-683/9, 11-12=-68/386 WEBS 4-15=-87/390, 4-14=-1016/322, 6-14=-834/188, 6-13=-64/596, 7-12=0/306, 8-11=-516/110, 7-13=-506/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enc losed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 3x6 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) Bearing at joint(s) 2, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 14=192. 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 c omponent, not a truss system. Before use, the building designer must verify the applic ability of design parameters and properly incorporate this design into the overall building design. Brac ing indic ated is to prevent buc kling of individual truss web and/or c hord members only. Additional temporary and permanent brac ing is always required for stability and to prevent c ollapse with possible personal injury and property damage. For general guidanc e regarding the fabrication, storage, delivery, erec tion and brac ing of trusses and truss systems, see ANSI/TPI1 Quality Cr iter ia, DSB-89 and BCSI Building Component Safety Infor mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 19,2017 12/18/18 Mike Sheeks