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HomeMy WebLinkAboutM002.01850 Graham Rd. Franklin, IN 46131 Phone: (317) 346-4274 Fax: (317) 346-0916 General Mgr. Ted Garrett Design Mgr. Roger Wagner Sales Rep. # Date # Books Issued For Delivered By Tracking Info BCSI Included 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Notes PYATT Jobsite Contact: KEVIN BEHER Transmitted to: COVER PAGE 84 Lumber/Components Project ID: 13727 PLEASE RETURN SUBMITTAL BY: Roof Truss Engineering/Layouts FOR PERMIT ONLY: For: TG201A/B Building Types/Levels: 84 Components, Franklin, IN 46131 Page 1 10/17/2018 Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. Liu, Xuegang Pages or sheets covered by this seal: I34942144 thru I34942204 My license renewal date for the state of Indiana is July 31, 2020. 1802538R 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: TG201 A/B 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802538R Truss AH01 Truss Type Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942144 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:27 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-PtJvQm5XfkfLn2kdQ6K9Gjtpq4VDw2cGQ81csayUYJs Scale = 1:61.3 1 2 3 4 5 67 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 24 25 26 27 28 29 4x6 4x4 4x4 4x6 4x8 4x8 3x4 4x4 1.5x4 3x4 5x12 MT20HS 3x6 3x4 1.5x4 4x8 4x8 4x6 8-3-2 8-3-2 16-2-12 7-11-10 24-2-6 7-11-10 32-5-8 8-3-2 5-3-2 Job 1802538R Truss AH02 Truss Type Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942145 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:28 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-t4tHd669Q2nCPBJp_prOpwPyNUrAfVNPfonAO0yUYJr Scale = 1:55.0 1 2 3 45 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 4x8 4x4 4x4 5x6 5x6 4x8 4x4 4x4 3x4 4x6 1.5x4 3x4 3x4 1.5x4 4x4 8-3-2 8-3-2 16-2-12 7-11-10 24-2-6 7-11-10 32-5-8 8-3-2 6-8-14 6-8-14 13-2-5 6-5-6 19-3-3 6-0-14 25-8-10 6-5-6 32-5-8 Job 1802538R Truss AH03 Truss Type Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942146 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:30 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-qS_22n7Qyf1wfVTB5EusuLVKbIXq7JIi66GGSvyUYJp Scale = 1:55.2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 2021 22 23 24 25 26 27 28 4x8 4x4 4x4 5x6 5x6 4x8 4x4 4x4 3x4 3x4 1.5x4 4x8 1.5x4 3x4 1.5x4 4x6 8-3-2 8-3-2 16-2-12 7-11-10 24-2-6 7-11-10 32-5-8 8-3-2 5-8-14 5-8-14 Job 1802538R Truss AH04 Truss Type Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942147 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:31 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-IfYQF782jz9nGf2OfxP5QZ1UqiwsslErLm?q?LyUYJo Scale = 1:56.6 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 24 25 4x6 5x6 4x6 4x4 3x4 4x8 4x4 3x4 3x4 3x4 1.5x4 6x12 MT20HS 9-0-2 9-0-2 17-8-12 8-8-10 24-3-6 6-6-10 31-1-8 6-10-2 -1-0-0 1-0-0 7-10-5 7-10-5 14-10-12 7-0-7 21-11-3 7-0-7 26-4-10 4-5-6 31-1-8 Job 1802538R Truss AH05 Truss Type Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942148 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:38 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-b?T3jWDR461nck4kZv1kC1qhAWIr?zutyLChlRyUYJh Scale = 1:56.6 1 2 34 5 67 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 4x6 3x4 5x6 4x6 4x4 4x4 4x4 4x8 3x4 3x4 3x4 3x4 3x4 8x12 MT20HS 9-0-2 9-0-2 17-8-12 8-8-10 23-11-3 6-2-7 31-1-8 7-2-5 -1-0-0 1-0-0 5-10-5 5-10-5 11-10-10 6-0-5 17-10-14 6-0-5 23-11-3 6-0-5 31-1-8 Job 1802538R Truss AH06 Truss Type Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942149 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:42 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-TmjaZuGx7LYD5LOVol6gNt_Xu7dMxsETtzAvuCyUYJd Scale = 1:37.4 1 2 3 45 6 7 8 9 10 11 4x4 4x4 4x6 5x12 MT20HS 1.5x4 3x6 1.5x4 9-2-4 9-2-4 18-4-8 9-2-4 -1-0-0 1-0-0 4-4-2 4-4-2 8-4-11 4-0-10 9-11-13 1-7-1 14-0-6 4-0-10 18-4-8 4-4-2 19-4-8 1-0-0 0-7-12 6-2-14 0-7-12 6-2-14 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-7], [7:0-0-0,0-3-7], [9:0-5-12,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL Job 1802538R Truss AH07 Truss Type Hip Qty 2 Ply 1 TG201 A/B Job Reference (optional) I34942150 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:44 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-P9rK_aICfyoxKfXuwA88SI4lIxIHPnpmKHf0y5yUYJb Scale = 1:32.3 1 2 3 4 5 6 7 8 9 10 11 12 5x6 4x6 4x8 5x9 4x8 9-2-4 9-2-4 18-4-8 9-2-4 6-7-11 6-7-11 11-8-13 5-1-1 18-4-8 6-7-11 19-4-8 1-0-0 0-7-12 5-0-14 0-7-12 5-0-14 8.00 12 Plate Offsets (X,Y)-- [1:0-5-2,0-2-0], [1:0-1-12,0-3-8], [2:0-3-8,0-1-12], [3:0-3-8,0-1-12], [4:0-3-8,Edge], [4:0-0-0,0-3-7], [6:0-4-8,0-3-4] 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 Job 1802538R Truss AH08 Truss Type Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942151 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:46 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-MXy5PGKSBZ2fZyhG1bAcXj9Bhl?HsgM3ob871_yUYJZ Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 11 12 4x4 4x4 3x6 5x9 1.5x4 3x6 9-2-4 9-2-4 18-4-8 9-2-4 -1-0-0 1-0-0 4-10-11 4-10-11 9-2-4 4-3-9 13-5-13 4-3-9 18-4-8 4-10-11 19-4-8 1-0-0 0-7-12 3-10-14 0-7-12 3-10-14 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-7], [6:0-0-0,0-3-7], [8:0-4-8,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 Job 1802538R Truss AH09 Truss Type Half Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942152 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:47 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-qkWTcbK4ytAWB6GTbIhr4xiKv8Q8b8BC1FtgZQyUYJY Scale = 1:25.3 1 2 3 4 6 5 7 8 5x6 1.5x4 3x4 3x4 1.5x4 3x4 4x8 5-1-12 5-1-12 11-8-8 6-6-12 5-0-4 5-0-4 9-10-8 4-10-4 11-8-8 1-10-0 0-6-9 3-10-1 4.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-3], [1:0-2-14,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 Job 1802538R Truss AH10 Truss Type Half Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942153 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:48 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-Iw4rqxLijBINpGrf90C4c8EN3YgXKZoLFvdD5syUYJX Scale = 1:20.2 1 2 3 5 4 6 7 8 9 5x9 3x4 4x4 3x4 4x8 1.5x4 5-1-12 5-1-12 11-8-8 6-6-12 7-4-8 7-4-8 11-8-8 4-4-0 0-6-9 3-0-1 4.00 12 Plate Offsets (X,Y)-- [1:0-2-14,Edge], [1:0-0-0,0-1-11], [2:0-4-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. Job 1802538R Truss AH11 Truss Type Half Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942154 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:49 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-m6eD1HMKUUQDQQQrijkJ9Mndoy8q32bVUZMndIyUYJW Scale = 1:20.8 1 2 3 4 5 6 1.5x4 3x6 1.5x4 4x4 2-6-0 2-6-0 5-0-0 2-6-0 -1-0-0 1-0-0 4-8-13 4-8-13 5-0-0 0-3-3 0-9-15 3-7-1 3-4-14 7.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-3] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 Job 1802538R Truss AH12 Truss Type Half Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942155 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:50 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-EJCcFdNzFoY42a?1GRFYiZKwpMVWoVPejD6KAlyUYJV Scale = 1:12.2 1 2 3 4 5 6 7 1.5x4 3x4 3x4 3x4 4x4 4-0-0 4-0-0 -1-0-0 1-0-0 2-11-11 2-11-11 4-0-0 1-0-5 0-7-11 1-10-9 5.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-0-10] 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 1802538R Truss AH13 Truss Type Hip Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942156 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:51 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-iVm_SzNb06gxgkaEq8mnEns4jloQXwxoxtruiByUYJU Scale = 1:37.0 1 2 34 5 6 7 10 9 8 11 12 5x6 5x6 4x8 3x4 1.5x4 3x4 1.5x4 4x8 4x8 6-2-11 6-2-11 12-1-14 5-11-3 18-4-8 6-2-10 4-4-2 4-4-2 8-4-11 4-0-10 9-11-13 1-7-1 14-0-6 4-0-10 18-4-8 4-4-2 19-4-8 1-0-0 0-7-12 6-2-14 0-7-12 6-2-14 8.00 12 Plate Offsets (X,Y)-- [1:0-5-2,0-2-0], [1:0-1-12,0-3-8], [3:0-3-12,0-2-0], [4:0-3-12,0-2-0], [6:0-0-0,0-3-7], [6:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL Job 1802538R Truss AM01 Truss Type Monopitch Qty 11 Ply 1 TG201 A/B Job Reference (optional) I34942157 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:52 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-BhJMfJODnPooHt9QOsH0n_P4791QGDAxAXbREdyUYJT Scale = 1:57.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 3x4 4x4 4x4 4x6 4x6 3x4 1.5x4 3x4 3x4 3x4 4x4 4x4 3x6 7-9-4 7-9-4 15-2-8 7-5-4 22-7-12 7-5-4 30-4-8 7-8-12 -1-0-0 1-0-0 7-9-4 7-9-4 15-2-8 7-5-4 22-7-12 7-5-4 30-4-8 Job 1802538R Truss AM02 Truss Type MONOPITCH GIRDER Qty 1 Ply 3 TG201 A/B Job Reference (optional) I34942158 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:53 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-futktfPrYjwfv1kcxZoFJCyFuZNr?ei5PBK_m4yUYJS Scale = 1:61.9 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 35 3x6 1.5x4 5x12 MT18HS 7x12 MT18HS 6x12 MT20HS 3x4 3x6 10x10 4x6 6x6 6x6 6x8 4x6 6x8 6x8 6x6 5x6 6x6 5x6 6x6 6x6 5x9 JUS24 JUS24 HUS26 HUS26 HUS26 JL28 JL28 JL28 JL28 Job 1802538R Truss AM02 Truss Type MONOPITCH GIRDER Qty 1 Ply 3 TG201 A/B Job Reference (optional) I34942158 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:53 2018 Page 2 ID:LK7kUV6As7EckG68bR?xNzyWHdR-futktfPrYjwfv1kcxZoFJCyFuZNr?ei5PBK_m4yUYJS NOTES- 11) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. 12) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 13) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) to back face of bottom chord. 14) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 6-0-12 from the left end to 10-0-12 to connect truss(es) to back face of bottom chord. 15) Use USP JL28 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-2-0 oc max. starting at 12-0-12 from the left end to 30-2-12 to connect truss(es) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-13=-60, 2-14=-20 Concentrated Loads (lb) Vert: 14=-1287(B) 19=-1278(B) 22=-1718(B) 16=-1278(B) 25=-784(B) 26=-641(B) 27=-1637(B) 28=-1783(B) 29=-1278(B) 30=-1278(B) 31=-1278(B) 32=-1278(B) 33=-1278(B) 34=-1278(B) 35=-1278(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802538R Truss AM03 Truss Type MONOPITCH GIRDER Qty 1 Ply 4 TG201 A/B Job Reference (optional) I34942159 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:55 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-bG?VIKR53KAN8Lt?3_qjPd1cjN?oTXUNsVp5ryyUYJQ Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 2019 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 4x6 2x4 5x16 MT18HS 10x10 WB 3x4 3x6 10x10 4x6 10x10 4x6 5x9 4x6 10x10 6x8 6x6 5x6 6x6 5x6 10x10 6x6 10x10 6x6 HUS26 HUS26 5x9 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS210 HUS26 5-3-14 5-3-14 8-0-14 Job 1802538R Truss AM03 Truss Type MONOPITCH GIRDER Qty 1 Ply 4 TG201 A/B Job Reference (optional) I34942159 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:55 2018 Page 2 ID:LK7kUV6As7EckG68bR?xNzyWHdR-bG?VIKR53KAN8Lt?3_qjPd1cjN?oTXUNsVp5ryyUYJQ NOTES- 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 11) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 13) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 14) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 4-2-0 oc max. starting at 2-0-12 from the left end to 30-2-12 to connect truss(es) to front face of bottom chord. 15) Use USP HUS210 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 28-0-12 from the left end to connect truss(es) to front face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-12=-60, 1-13=-20 Concentrated Loads (lb) Vert: 19=-1948(F) 22=-1962(F) 18=-1948(F) 16=-1948(F) 13=-1957(F) 25=-1962(F) 26=-1962(F) 27=-1962(F) 28=-1948(F) 29=-1948(F) 30=-1948(F) 31=-1948(F) 32=-1948(F) 33=-1948(F) 34=-1948(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802538R Truss AM04 Truss Type Monopitch Girder Qty 1 Ply 2 TG201 A/B Job Reference (optional) I34942160 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:57 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-Xf7Fj0SMbyR5Of1OAPtBU26w8Ak9xRFgKoICwryUYJO Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 3x6 1.5x4 6x12 MT20HS 8x12 MT20HS 3x4 3x6 6x6 6x10 4x6 4x6 5x6 5x6 6x8 4x6 10x10 6x6 12x12 10x10 5x12 MT20HS JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 HUS26 HUS26 HUS26 THD28 HUS26 4-0-3 4-0-3 Job 1802538R Truss AM04 Truss Type Monopitch Girder Qty 1 Ply 2 TG201 A/B Job Reference (optional) I34942160 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:57 2018 Page 2 ID:LK7kUV6As7EckG68bR?xNzyWHdR-Xf7Fj0SMbyR5Of1OAPtBU26w8Ak9xRFgKoICwryUYJO NOTES- 12) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 20-0-12 to connect truss(es) to back face of bottom chord. 13) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 4-2-0 oc max. starting at 22-0-12 from the left end to 30-2-12 to connect truss(es) to back face of bottom chord. 14) Use USP THD28 (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 28-0-12 from the left end to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-60, 1-12=-20 Concentrated Loads (lb) Vert: 17=-609(B) 20=-609(B) 13=-2033(B) 12=-2042(B) 22=-609(B) 23=-609(B) 24=-609(B) 25=-609(B) 26=-609(B) 27=-609(B) 28=-609(B) 29=-609(B) 30=-2033(B) 31=-2033(B) 32=-2033(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802538R Truss AM05 Truss Type Monopitch Qty 2 Ply 1 TG201 A/B Job Reference (optional) I34942161 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:58 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-?rhdwMT_MFZy?ocak6OQ0Ff5aa8fg7qqYS2lSHyUYJN Scale = 1:28.5 1 2 3 4 5 6 7 1.5x4 3x6 1.5x4 4x4 4x4 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-9-15 4-10-15 7.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-3] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC Job 1802538R Truss AM06 Truss Type Monopitch Qty 2 Ply 1 TG201 A/B Job Reference (optional) I34942162 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:59 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-T1F?7iUc7ZhpdyBmIqvfZTBNy_XRPZQzn6nJ_jyUYJM Scale = 1:26.4 1 2 3 4 6 5 7 8 9 3x4 3x4 3x4 4x8 1.5x4 3x4 5-1-12 5-1-12 11-8-8 6-6-12 -1-0-0 1-0-0 5-9-8 5-9-8 11-8-8 5-11-0 0-6-9 4-5-6 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3], [2:0-2-14,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 1802538R Truss AM07 Truss Type Monopitch Qty 5 Ply 1 TG201 A/B Job Reference (optional) I34942163 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:09:59 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-T1F?7iUc7ZhpdyBmIqvfZTBOG_XGPPwzn6nJ_jyUYJM Scale = 1:24.4 1 2 3 4 6 5 7 8 9 3x4 3x4 3x4 3x4 1.5x4 6-0-4 6-0-4 12-0-0 5-11-12 -1-0-0 1-0-0 6-0-4 6-0-4 12-0-0 5-11-12 0-6-0 4-0-0 3.50 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 Job 1802538R Truss AM08 Truss Type Monopitch Qty 5 Ply 1 TG201 A/B Job Reference (optional) I34942164 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:00 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-yEoOL2UEutpgF6mysXQu6gkauOvO81J70mXsWAyUYJL Scale = 1:21.6 1 2 3 4 5 6 7 1.5x4 3x6 1.5x4 4x4 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-9-15 3-8-15 7.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Job 1802538R Truss AT01 Truss Type Piggyback Base Qty 5 Ply 1 TG201 A/B Job Reference (optional) I34942165 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:02 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-ucw8mkWUQU3NUQwLzyTMB5pmhBO0ct4PT40zb2yUYJJ Scale = 1:70.7 1 2 3 4 5 6 78 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 6x6 3x6 5x6 5x6 4x8 6x8 5x9 3x4 4x6 3x4 4x6 4x8 3x4 3x4 1.5x4 5x9 4x4 4x4 3x6 8-1-7 8-1-7 15-11-5 7-9-14 Job 1802538R Truss BGE01 Truss Type GABLE Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942166 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:05 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-IBcHOlYNjPRyLtewe403pkRV4PfPpFHs92EdCNyUYJG Scale = 1:67.1 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 48 49 50 3x6 3x6 3x6 4x8 4x8 3x6 5x6 5x6 3x6 38-2-8 38-2-8 -1-0-0 1-0-0 16-7-0 16-7-0 21-7-8 5-0-8 38-2-8 16-7-0 0-9-15 Job 1802538R Truss BGE02 Truss Type GABLE Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942167 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:08 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-jmHP0nbF?KpXCLNVKDZmQM3?bcfz0bVIs0THoiyUYJD Scale = 1:67.0 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 49 50 51 52 2x4 2x4 3x6 3x6 3x6 3x6 4x8 3x6 3x6 37-11-4 37-11-4 16-3-12 16-3-12 21-4-4 5-0-8 37-11-4 16-7-0 0-11-13 10-6-0 0-9-15 Job 1802538R Truss BT01 Truss Type Piggyback Base Qty 4 Ply 1 TG201 A/B Job Reference (optional) I34942168 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:09 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-BzrnE7btmexOqVyhtw5?zac?B0pfl2aR4gCqL8yUYJC Scale = 1:70.8 12 3 4 5 6 78 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 25 26 27 28 29 30 31 32 4x8 5x6 5x6 4x8 5x9 4x4 4x4 3x4 3x6 1.5x4 3x4 4x8 4x4 3x4 3x4 1.5x4 5x9 4x4 4x4 3x6 7-9-13 7-9-13 15-4-2 7-6-5 22-10-7 7-6-5 Job 1802538R Truss BT02 Truss Type Piggyback Base Qty 10 Ply 1 TG201 A/B Job Reference (optional) I34942169 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:11 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-7LzYfpd8IFB63o64?L7T2?hOopYxDnmkY_hxP1yUYJA Scale = 1:70.1 1 2 3 4 5 67 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 24 25 26 27 28 29 3x6 5x6 6x6 3x6 5x9 4x4 4x4 3x4 3x6 1.5x4 3x6 4x8 1.5x4 6x8 1.5x4 5x6 4x4 4x4 4x6 9-6-0 9-6-0 18-8-8 9-2-8 28-2-2 Job 1802538R Truss BT03 Truss Type Piggyback Base Qty 11 Ply 1 TG201 A/B Job Reference (optional) I34942170 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:12 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-bXXws8em3ZJzhygGZ2eibCEU7DqVyHwumeRVxTyUYJ9 Scale = 1:65.6 1 2 3 4 5 67 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 24 25 26 27 28 29 4x8 5x6 5x6 4x8 5x9 4x4 4x4 3x4 4x6 1.5x4 3x6 4x8 1.5x4 5x9 1.5x4 4x8 4x4 4x4 4x6 9-7-9 9-7-9 18-11-10 9-4-1 28-3-11 9-4-1 Job 1802538R Truss CGE01 Truss Type Hip Supported Gable Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942171 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:15 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-?6C2UAgeMUiXYQPrEBBPCrsBrR3I9otKTcf9YoyUYJ6 Scale = 1:54.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 38 39 4x4 4x8 3x4 4x6 4x6 31-1-8 31-1-8 -1-0-0 1-0-0 3-10-5 3-10-5 25-11-3 22-0-14 31-1-8 5-2-5 1-7-4 3-10-4 0-9-15 3-10-4 7.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [12:0-2-0,0-2-4], [12:0-0-0,0-1-12], [13:0-1-12,0-0-0], [16:0-3-0,0-1-12], [19:0-1-0,0-1-12], [20:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job 1802538R Truss CT01 Truss Type Common Qty 10 Ply 1 TG201 A/B Job Reference (optional) I34942172 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:16 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-UJmRiWhG7nqOAa_1oujel2OFvqFBuDPThGPi5EyUYJ5 Scale = 1:61.3 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 25 26 4x4 4x4 4x4 4x8 4x4 4x4 4x6 4x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x8 4x4 4x4 4x6 8-3-2 8-3-2 16-2-12 7-11-10 24-2-6 7-11-10 Job 1802538R Truss EGE01 Truss Type Common Supported Gable Qty 2 Ply 1 TG201 A/B Job Reference (optional) I34942173 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:17 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-yVKpvsivu5yFnjZELcEtIGxY2Elhditdww8GdhyUYJ4 Scale = 1:41.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 2221 20 19 18 17 16 15 14 25 26 4x4 4x8 3x6 4x4 3x4 20-7-0 20-7-0 -1-0-0 1-0-0 10-3-8 10-3-8 20-7-0 10-3-8 0-9-15 6-9-15 0-9-15 7.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-3], [13:0-1-0,0-1-12], [14:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job 1802538R Truss EGR01 Truss Type Common Girder Qty 1 Ply 2 TG201 A/B Job Reference (optional) I34942174 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:19 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-uuSZKYj9QiCz11jcT0GLNh0iX2HU5QZvNDdMhZyUYJ2 Scale = 1:43.8 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 5x12 MT18HS 8x12 MT20HS 5x9 5x12 MT18HS 8x12 MT20HS 10x10 4x6 10x10 5x6 4x6 4x6 8x12 MT20HS 5x6 4x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-7-8 3-4-0 16-11-8 3-4-0 20-7-0 3-7-8 Job 1802538R Truss EGR01 Truss Type Common Girder Qty 1 Ply 2 TG201 A/B Job Reference (optional) I34942174 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:19 2018 Page 2 ID:LK7kUV6As7EckG68bR?xNzyWHdR-uuSZKYj9QiCz11jcT0GLNh0iX2HU5QZvNDdMhZyUYJ2 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 1-9=-20 Concentrated Loads (lb) Vert: 1=-1962(B) 9=-1962(B) 12=-1955(B) 17=-1955(B) 18=-1955(B) 19=-1955(B) 20=-1955(B) 21=-1955(B) 22=-1955(B) 23=-1955(B) 24=-1955(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802538R Truss EGR02 Truss Type Common Girder Qty 1 Ply 2 TG201 A/B Job Reference (optional) I34942175 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:20 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-M40xYuknB0KqeBIp1knavuZvUScvqvB3ctNwE?yUYJ1 Scale = 1:43.8 1 2 3 4 5 6 7 11 10 98 12 13 14 15 16 17 18 19 20 21 5x6 22 4x6 4x4 5x6 4x6 4x6 10x10 3x6 4x8 3x6 JUS24 JUS24 4x8 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 5-3-8 5-3-8 10-3-8 5-0-0 15-3-8 5-0-0 20-7-0 5-3-8 5-3-8 5-3-8 10-3-8 5-0-0 15-3-8 5-0-0 20-7-0 5-3-8 Job 1802538R Truss EGR02 Truss Type Common Girder Qty 1 Ply 2 TG201 A/B Job Reference (optional) I34942175 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:20 2018 Page 2 ID:LK7kUV6As7EckG68bR?xNzyWHdR-M40xYuknB0KqeBIp1knavuZvUScvqvB3ctNwE?yUYJ1 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 9=-584(F) 14=-584(F) 15=-584(F) 16=-584(F) 17=-584(F) 18=-584(F) 19=-584(F) 20=-584(F) 21=-584(F) 22=-588(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802538R Truss FGR01 Truss Type Roof Special Girder Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942176 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:21 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-qGaKlDlPyKShGLt?aRIpS668IryOZQ0CrX6TmSyUYJ0 Scale = 1:39.3 1 2 3 4 56 7 8 9 14 13 12 11 10 15 4x4 4x4 4x4 3x4 4x6 4x8 1.5x4 3x4 2x4 3x4 4x8 3x4 JL24 JL24 Special 6-8-4 6-8-4 11-11-13 5-3-9 14-5-13 2-6-0 16-11-13 2-6-0 18-4-8 1-4-11 -1-0-0 1-0-0 3-5-10 3-5-10 6-8-4 3-2-10 11-11-13 5-3-9 14-5-13 2-6-0 16-11-13 2-6-0 Job 1802538R Truss FGR01 Truss Type Roof Special Girder Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942176 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:22 2018 Page 2 ID:LK7kUV6As7EckG68bR?xNzyWHdR-IT8iyZl1idaYuVRB89p2?JeJ2FIdItGM4Bs1IuyUYJ? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-38(F) 10=-15(F) 15=-38(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802538R Truss FGR02 Truss Type Hip Girder Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942177 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:23 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-mfh4AvmfTxiPVe0NisLHXXBVwfeN1JKVIrbaqKyUYJ_ Scale = 1:33.2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 4x8 4x4 4x4 2x4 4x6 5x9 1.5x4 2x4 4x4 4x8 JL24 4x4 JL24 JL24 JL24 JL24 JL24 JL24 3-1-11 3-1-11 7-2-10 4-0-15 11-1-14 3-11-3 15-2-13 4-0-15 18-4-8 3-1-11 -1-0-0 1-0-0 3-1-11 3-1-11 7-2-10 4-0-15 11-1-14 3-11-3 15-2-13 4-0-15 18-4-8 3-1-11 19-4-8 1-0-0 0-7-12 2-8-14 Job 1802538R Truss FT01 Truss Type Common Qty 4 Ply 1 TG201 A/B Job Reference (optional) I34942178 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:25 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-j2pqbbow?Yy7lyAmpHNlcyGtFTJFVH4om94huDyUYIy Scale = 1:40.4 1 2 3 4 5 6 7 8 9 10 11 4x4 5x9 1.5x4 1.5x4 4x8 3x6 9-2-4 9-2-4 18-4-8 9-2-4 4-8-14 4-8-14 9-2-4 4-5-6 13-7-10 4-5-6 18-4-8 4-8-14 19-4-8 1-0-0 0-7-12 6-9-4 0-7-12 8.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-3-8], [1:0-5-2,0-2-0], [5:0-0-0,0-3-7], [7:0-4-8,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 Job 1802538R Truss FT02 Truss Type Roof Special Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942179 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:27 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-fQxb0HpAXACq_GK9xiPDiNM7yG_sz865DTZny6yUYIw Scale = 1:33.7 1 2 3 4 5 6 7 8 9 10 11 12 13 4x4 5x6 4x4 4x8 6x10 4x6 9-2-4 9-2-4 18-4-8 9-2-4 -1-0-0 1-0-0 6-8-4 6-8-4 10-2-13 3-6-9 15-2-13 5-0-0 18-4-8 3-1-11 19-4-8 1-0-0 0-7-12 2-8-14 5-1-4 0-7-12 2-8-14 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-0,0-3-7], [4:0-3-0,Edge], [6:0-0-0,0-3-7] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL Job 1802538R Truss FT03 Truss Type Roof Special Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942180 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:29 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-bp3LQzrQ3nTYEZUX27ShnoRRE4fpR2ROhn2u1_yUYIu Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 4x6 4x4 4x4 5x9 4x8 4x6 8-5-13 8-5-13 18-4-8 9-10-11 6-8-4 6-8-4 8-5-13 1-9-9 13-5-13 5-0-0 18-4-8 4-10-11 19-4-8 1-0-0 0-7-12 3-10-14 5-1-4 0-7-12 3-10-14 8.00 12 Plate Offsets (X,Y)-- [1:0-5-2,0-2-0], [1:0-1-12,0-3-8], [4:0-2-4,0-2-4], [5:0-0-0,0-3-7], [7:0-4-8,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 Job 1802538R Truss GGE01 Truss Type Common Supported Gable Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942181 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:30 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-3?cjeIs2q5bPrj3kcqzwJ?_m9UBVAb2XvRoSZQyUYIt Scale = 1:30.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 4x8 3x6 13-4-8 13-4-8 -1-0-0 1-0-0 6-8-4 6-8-4 13-4-8 6-8-4 14-4-8 1-0-0 0-7-12 5-1-4 0-7-12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-7], [2:0-3-8,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 Job 1802538R Truss GR Truss Type Jack-Closed Girder Qty 2 Ply 1 TG201 A/B Job Reference (optional) I34942182 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:31 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-XBA6reshbOjGTtdwAYU9sDWvbtVnv2?h85X?5tyUYIs Scale = 1:17.3 1 2 3 4 5 6 1.5x4 3x4 2x4 JL24 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-6-10 2-10-10 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 Job 1802538R Truss GT01 Truss Type Common Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942183 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:32 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-0OkU3_tJMir751C6kF?OPQ3_FHn0eTCqNlHYeJyUYIr Scale = 1:30.5 1 2 3 4 5 6 7 8 9 4x6 3x6 1.5x4 4x8 6-8-4 6-8-4 13-4-8 6-8-4 -1-0-0 1-0-0 6-8-4 6-8-4 13-4-8 6-8-4 0-7-12 5-1-4 0-7-12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-7], [4:0-1-12,0-3-8], [4:0-5-2,0-2-0] 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 Job 1802538R Truss IGR01 Truss Type Half Hip Girder Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942184 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:34 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-ymsEUgvZuJ5rKLMVrg1sUr8Mv5T?6Le7q3mfiCyUYIp Scale = 1:19.5 1 2 3 4 7 6 5 8 9 3x4 10 11 12 13 4x8 2x4 2x4 1.5x4 4x8 3x4 JL24 JL24 JL24 JL24 JL24 JL24 4-10-8 4-10-8 5-0-0 0-1-8 8-3-8 3-3-8 11-8-8 3-5-0 4-10-8 4-10-8 8-3-8 3-5-0 11-8-8 3-5-0 0-6-9 2-2-1 4.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [2:0-5-4,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job 1802538R Truss J Truss Type Jack-Closed Qty 5 Ply 1 TG201 A/B Job Reference (optional) I34942185 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:36 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-u9_?uMwpPxLZZeWtz54KZGDnluCVaJEQINFmn4yUYIn Scale = 1:17.3 1 2 3 4 5 6 7 1.5x4 3x4 1.5x4 3x6 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-6-10 2-10-10 7.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1], [2:0-1-1,0-4-2] 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 Job 1802538R Truss J01 Truss Type Jack-Closed Qty 4 Ply 1 TG201 A/B Job Reference (optional) I34942186 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:36 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-u9_?uMwpPxLZZeWtz54KZGDmLuCJaJEQINFmn4yUYIn Scale = 1:14.4 1 2 3 4 5 6 7 1.5x4 3x4 1.5x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-7-11 2-3-11 5.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-0-10] 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 Job 1802538R Truss J02 Truss Type Jack-Closed Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942187 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:37 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-MLYN6ixRAETQBo54WobZ6UmwAIatJmnZW1_JJWyUYIm Scale = 1:13.9 1 2 3 5 4 6 1.5x4 3x4 1.5x4 4x4 2-10-12 2-10-12 -1-6-4 1-6-4 2-10-12 2-10-12 0-11-1 2-2-5 5.27 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 Job 1802538R Truss J03 Truss Type Jack-Closed Qty 4 Ply 1 TG201 A/B Job Reference (optional) I34942188 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:38 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-qY5lJ1y4xYbHpygG4W6oehJ8ZiwI2DjilhktrzyUYIl Scale = 1:11.5 1 2 3 4 1.5x4 3x4 1.5x4 3x6 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-6-10 1-8-10 7.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1], [2:0-1-1,0-4-2] 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 0.10 0.05 Job 1802538R Truss J04 Truss Type Jack-Closed Qty 3 Ply 1 TG201 A/B Job Reference (optional) I34942189 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:39 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-Ikf7XNziisj7Q6FSeDd1BvrGg6GmngNs_LTQOPyUYIk Scale = 1:11.2 1 2 3 5 4 6 5x6 1.5x4 4x4 2-3-13 2-3-13 -1-6-4 1-6-4 2-3-13 2-3-13 0-7-12 1-7-15 5.27 12 Plate Offsets (X,Y)-- [5:0-1-10,0-0-11], [5:0-2-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P Job 1802538R Truss J05 Truss Type Jack-Closed Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942190 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:39 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-Ikf7XNziisj7Q6FSeDd1BvrK86Gfngzs_LTQOPyUYIk Scale = 1:8.9 1 2 3 1.5x4 3x4 1.5x4 3x6 2-0-0 2-0-0 2-0-0 2-0-0 0-6-9 1-2-9 4.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-3], [1:0-1-6,0-7-7] 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 0.05 0.04 0.00 DEFL. Vert(LL) Job 1802538R Truss J06 Truss Type Jack-Closed Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942191 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:40 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-nwDVkjzKT9r_2GpfCx8Gj6OS?Wb2W7D?D?DzwryUYIj Scale = 1:8.7 1 2 34 5 1.5x4 3x4 1.5x4 3x4 2-0-14 2-0-7 -1-7-3 1-7-3 2-0-14 2-0-14 0-7-11 1-2-2 3.12 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-6] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.03 Job 1802538R Truss JGE01 Truss Type Common Supported Gable Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942192 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:41 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-F7nuy3_yETzrgPOrlefVGKxfuvxFFau9RfyXSIyUYIi Scale = 1:25.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 5x6 5x6 12-7-0 12-7-0 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 0-6-10 4-2-11 0-6-10 7.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-7], [2:0-5-10,0-0-15], [8:0-0-13,0-0-7], [8:0-5-10,0-0-15] 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 Job 1802538R Truss JGR01 Truss Type Common Girder Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942193 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:42 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-jJLG9P?a?n5iHZz1JMAkoXTk_J84_uRIgIi4_kyUYIh Scale = 1:26.8 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 5x6 4x6 10x10 5x6 4x6 3x6 4x6 3x6 JL26 JL26 JL26 JL26 JL26 JL26 3-2-9 3-2-9 6-3-8 3-0-15 9-4-7 3-0-15 12-7-0 3-2-9 3-2-9 3-2-9 6-3-8 3-0-15 9-4-7 3-0-15 12-7-0 3-2-9 0-6-10 4-2-11 0-6-10 7.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-8], [8:0-4-8,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL Job 1802538R Truss JT01 Truss Type Common Qty 5 Ply 1 TG201 A/B Job Reference (optional) I34942194 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:44 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-fhT0a50qXOMQXt7QRnDCuyZ3B7unSvNb7cBB3cyUYIf Scale = 1:27.3 1 2 3 4 5 6 7 8 9 10 11 12 4x4 5x6 1.5x4 5x6 6-3-8 6-3-8 12-7-0 6-3-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 0-6-10 4-2-11 0-6-10 7.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-7], [2:0-5-10,0-0-15], [4:0-0-13,0-0-7], [4:0-5-10,0-0-15] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job 1802538R Truss LG Truss Type GABLE Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942195 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:45 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-7u0OnR1TIiUH81ic_UkRQA5KGXJ6BMjkMGwkb3yUYIe Scale = 1:46.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x4 3x4 0-0-3 0-0-3 13-6-15 13-6-11 6-9-7 6-9-7 13-6-15 6-9-7 0-0-4 7-10-5 0-0-4 13.89 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 Job 1802538R Truss LG1 Truss Type GABLE Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942196 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:46 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-b4am?n253?c8mBHoYBFgzNeWMwebwpQubwgI7VyUYId Scale = 1:40.6 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 27 28 29 30 31 32 3x4 3x4 3x4 3x4 5x6 0-0-3 0-0-3 23-9-15 23-9-11 5-1-8 5-1-8 18-8-7 13-6-15 23-9-15 5-1-8 0-0-4 5-11-3 0-0-4 5-11-3 13.89 12 Plate Offsets (X,Y)-- [4:0-1-6,Edge], [12:0-1-6,Edge], [23:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job 1802538R Truss LGA Truss Type GABLE Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942197 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:47 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-3G89C63jqJk?OKs?6vmvVbBhvK_mfHM1qaPrgxyUYIc Scale = 1:33.7 1 2 3 4 2x4 765 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 6-5-2 6-5-2 5-6-13 10.40 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 0.06 0.03 0.04 DEFL. Vert(LL) Job 1802538R Truss LGB Truss Type GABLE Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942198 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:47 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-3G89C63jqJk?OKs?6vmvVbBgdK_EfFc1qaPrgxyUYIc Scale: 3/16"=1' 1 2 3 4 5 6 11 10 98 7 12 2x4 4x4 2x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 5-1-10 5-1-10 10-0-4 4-10-11 2-5-5 2-5-5 10-0-4 7-6-15 0-5-13 10-0-5 6-9-8 6-9-8 15.88 12 15.88 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * Job 1802538R Truss LGC Truss Type GABLE Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942199 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:48 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-YTiXQS4Lbdss?URBgcH82ojsikKzOjOB2E9PCOyUYIb Scale = 1:46.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x4 3x4 11-7-14 11-7-14 5-9-15 5-9-15 11-7-14 5-9-15 7-8-9 15.88 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 1802538R Truss LGR01 Truss Type Half Hip Girder Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942200 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:49 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-0fGvdo4zLw_jde0NDKoNb0Gz98gi7ALKHuuykqyUYIa Scale = 1:14.0 1 2 3 4 5 7 6 8 9 1.5x4 3x4 4x4 3x4 2x4 4x8 Special 2-5-6 2-5-6 5-0-0 2-6-10 -1-0-0 1-0-0 2-5-6 2-5-6 5-0-0 2-6-10 0-9-15 2-3-1 7.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-0-4], [4:0-5-8,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job 1802538R Truss LGR01 Truss Type Half Hip Girder Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942200 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:50 2018 Page 2 ID:LK7kUV6As7EckG68bR?xNzyWHdR-UrqHr85b6E6aFoaan1Kc7Dp8vY0xsdbUWYeVGGyUYIZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-45(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802538R Truss MGR01 Truss Type Half Hip Girder Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942201 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:51 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-y2Of2U6DtYEQsy9mLlrrgRLLDxLLb54dkCN3piyUYIY Scale = 1:9.6 1 2 3 4 6 5 7 4x8 1.5x4 4x4 3x4 2x4 Special JL24 1-4-8 1-4-8 4-0-0 2-7-8 -1-0-0 1-0-0 1-4-8 1-4-8 4-0-0 2-7-8 0-7-11 1-2-9 5.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job 1802538R Truss MGR01 Truss Type Half Hip Girder Qty 1 Ply 1 TG201 A/B Job Reference (optional) I34942201 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:51 2018 Page 2 ID:LK7kUV6As7EckG68bR?xNzyWHdR-y2Of2U6DtYEQsy9mLlrrgRLLDxLLb54dkCN3piyUYIY LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-19(F) 7=-55(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. PERMIT ONLY − NOT FOR CONSTRUCTION Job 1802538R Truss NGR01 Truss Type Half Hip Girder Qty 2 Ply 1 TG201 A/B Job Reference (optional) I34942202 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:52 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-QEy2Fq7serMHU6kyvSM4CeuWPLiOKYemzs7cL9yUYIX Scale = 1:11.4 1 2 3 4 6 7 5 4x8 1.5x4 3x4 4x4 2x4 Special JL24 1-7-5 1-7-5 4-0-0 2-4-11 -1-0-0 1-0-0 1-7-5 1-7-5 4-0-0 2-4-11 0-7-12 1-8-10 8.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. Job 1802538R Truss PB Truss Type Piggyback Qty 30 Ply 1 TG201 A/B Job Reference (optional) I34942203 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:52 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-QEy2Fq7serMHU6kyvSM4CeuY4LhYKYBmzs7cL9yUYIX Scale = 1:11.0 1 2 3 4 5 3x4 2x4 2x4 5-0-8 5-0-8 2-6-4 2-6-4 5-0-8 2-6-4 0-4-5 1-4-2 0-1-8 0-4-5 0-1-8 7.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Job 1802538R Truss PBE Truss Type Piggyback Qty 2 Ply 1 TG201 A/B Job Reference (optional) I34942204 84 Components, Franklin, IN - 46131, 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 11 08:10:53 2018 Page 1 ID:LK7kUV6As7EckG68bR?xNzyWHdR-uQVQTA7UP9U86FJ8S9tJlsRjql1E3?AwCWsAtbyUYIW Scale = 1:11.0 1 2 3 4 5 6 4x4 2x4 1.5x4 2x4 5-0-8 5-0-8 5-0-8 5-0-8 0-4-5 1-4-2 0-1-8 0-4-5 0-1-8 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 0.03 edge of truss. 1 / 16 " from outside 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 87 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. 1 / 16 " from outside 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 87 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. PERMIT ONLY − NOT FOR CONSTRUCTION 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=104/3-4-10, 4=104/3-4-10, 6=121/3-4-10 Max Horz 2=25(LC 13) Max Uplift 2=-17(LC 14), 4=-20(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Matrix-P 0.03 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=165/3-4-10, 4=165/3-4-10 Max Horz 2=-25(LC 12) Max Uplift 2=-10(LC 14), 4=-10(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION TC BC WB Matrix-P 0.14 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=164/Mechanical, 2=254/0-3-8 Max Horz 2=51(LC 8) Max Uplift 5=-35(LC 5), 2=-41(LC 8) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 5. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent at 2-0-12 from the left end to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 17 lb down and 24 lb up at 1-7-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-15(F) 7=-38(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.12 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=178/Mechanical, 2=263/0-1-12 Max Horz 2=29(LC 43) Max Uplift 5=-28(LC 7), 2=-44(LC 6) Max Grav 5=239(LC 25), 2=327(LC 26) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/33 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 11) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent at 2-0-12 from the left end to connect truss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb down and 17 lb up at 1-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.27 0.06 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-5-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=305/Mechanical, 2=423/0-3-8 Max Horz 2=61(LC 10) Max Uplift 6=-33(LC 7), 2=-29(LC 10) Max Grav 6=396(LC 25), 2=583(LC 26) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-415/22 WEBS 4-6=-272/41 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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 40.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 44 lb up at 2-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-100, 4-5=-100, 2-6=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION BC WB Matrix-S 0.06 0.03 0.12 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: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 11-7-14. (lb) - Max Horz 1=-153(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-123(LC 12), 12=-116(LC 12), 9=-123(LC 13), 8=-117(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 8 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to 5-9-15, Exterior(2) 5-9-15 to 8-9-15, Interior(1) 8-9-15 to 11-4-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=123, 12=116, 9=123, 8=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 component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.06 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-0-4. (lb) - Max Horz 1=-236(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 6, 11 except 9=-240(LC 13), 10=-102(LC 13), 8=-127(LC 13), 7=-107(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 9, 11, 10, 8, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-258/204 BOT CHORD 1-11=-243/295, 10-11=-230/296, 9-10=-232/308 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-6 to 5-5-5, Interior(1) 5-5-5 to 9-8-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 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) 6, 11 except (jt=lb) 9=240, 10=102, 8=127, 7=107. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 11, 10. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-5-2. (lb) - Max Horz 1=154(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-4-11 to 4-5-2, Exterior(2) 4-5-2 to 6-3-6 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.05 0.02 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 23-9-8. (lb) - Max Horz 1=-114(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 21, 22, 23, 24, 25, 26, 20, 19, 17 except 16=-101(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 15, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 5-1-8, Exterior(2) 5-1-8 to 9-4-7, Interior(1) 9-4-7 to 18-8-7, Exterior(2) 18-8-7 to 22-11-5, Interior(1) 22-11-5 to 23-6-2 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 21, 22, 23, 24, 25, 26, 20, 19, 17 except (jt=lb) 16=101. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.04 0.11 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: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-6-8. (lb) - Max Horz 1=151(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 9 except 12=-123(LC 12), 8=-123(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 8 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 6-9-7, Exterior(2) 6-9-7 to 9-9-7, Interior(1) 9-9-7 to 13-3-2 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 9 except (jt=lb) 12=123, 8=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 component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.48 0.37 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.01 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=560/0-3-8, 4=560/0-3-8 Max Horz 2=-82(LC 12) Max Uplift 2=-27(LC 14), 4=-27(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-618/43, 3-4=-618/43 BOT CHORD 2-6=0/440, 4-6=0/440 WEBS 3-6=0/299 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-3-8, Exterior(2) 6-3-8 to 9-3-8, Interior(1) 9-3-8 to 13-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.64 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.05 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=2908/0-3-8 (req. 0-4-9), 5=2363/0-3-8 (req. 0-3-11) Max Horz 1=-74(LC 8) Max Uplift 1=-87(LC 10), 5=-62(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3779/119, 2-3=-2641/110, 3-4=-2641/110, 4-5=-3668/106 BOT CHORD 1-8=-113/3123, 7-8=-113/3123, 6-7=-52/3029, 5-6=-52/3029 WEBS 3-7=-65/2423, 4-7=-942/79, 4-6=0/1022, 2-7=-1055/91, 2-8=-4/1144 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) WARNING: Required bearing size at joint(s) 1, 5 greater than input bearing size. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 5. This connection is for uplift only and does not consider lateral forces. 8) Use USP JL26 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-6-12 from the left end to 10-6-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 7=-714(B) 11=-720(B) 12=-714(B) 13=-714(B) 14=-714(B) 15=-714(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.04 0.04 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: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-7-0. (lb) - Max Horz 2=82(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-3-8, Exterior(2) 2-3-8 to 6-3-8, Corner(3) 6-3-8 to 9-3-8, Exterior(2) 9-3-8 to 13-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) 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 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-6-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=37/Mechanical, 2=213/0-1-14 Max Horz 2=29(LC 10) Max Uplift 5=-28(LC 20), 2=-65(LC 10) Max Grav 5=45(LC 5), 2=265(LC 20) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1-3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=74/Mechanical, 1=74/0-1-12 Max Horz 1=26(LC 10) Max Uplift 3=-12(LC 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0.27 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=222/0-4-7, 4=40/Mechanical Max Horz 5=42(LC 14) Max Uplift 5=-28(LC 14), 4=-28(LC 20) Max Grav 5=275(LC 20), 4=47(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-255/212 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.7 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=56/Mechanical, 2=152/0-3-8 Max Horz 2=49(LC 14) Max Uplift 4=-15(LC 14), 2=-10(LC 14) Max Grav 4=59(LC 24), 2=168(LC 20) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0.27 0.06 0.05 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: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=236/0-4-7, 4=72/Mechanical Max Horz 5=53(LC 14) Max Uplift 5=-20(LC 14), 4=-20(LC 14) Max Grav 5=272(LC 20), 4=76(LC 21) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.7 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Matrix-P 0.21 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-5 2-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=146/Mechanical, 2=222/0-3-8 Max Horz 2=61(LC 14) Max Uplift 5=-25(LC 14), 2=-13(LC 14) Max Grav 5=153(LC 21), 2=223(LC 21) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 5. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Matrix-P 0.18 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=138/Mechanical, 2=228/0-3-8 Max Horz 2=84(LC 14) Max Uplift 4=-34(LC 14), 2=-5(LC 14) Max Grav 4=144(LC 21), 2=229(LC 21) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 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 0.46 0.33 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.00 (loc) 1-7 1-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=272/0-1-12, 5=530/Mechanical, 7=1020/0-3-8 Max Horz 1=54(LC 6) Max Uplift 1=-48(LC 6), 5=-97(LC 7), 7=-174(LC 6) Max Grav 1=356(LC 25), 5=638(LC 24), 7=1075(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-456/67, 3-4=-455/67, 4-5=-364/60 WEBS 2-7=-536/117, 2-6=-80/610, 3-6=-342/70, 4-6=-69/475 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 7. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 11-6-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 1-5=-20 Concentrated Loads (lb) Vert: 5=-143(B) 6=-133(B) 10=-219(B) 11=-143(B) 12=-133(B) 13=-133(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.43 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=597/0-3-8, 4=533/0-3-8 Max Horz 2=97(LC 9) Max Uplift 2=-23(LC 12), 4=-9(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-647/49, 3-4=-644/51 BOT CHORD 2-5=0/436, 4-5=0/436 WEBS 3-5=0/330 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-8-4, Exterior(2) 6-8-4 to 9-8-4, Interior(1) 9-8-4 to 13-4-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=212/Mechanical, 2=297/0-3-8 Max Horz 2=84(LC 10) Max Uplift 4=-57(LC 10), 2=-30(LC 10) Max Grav 4=218(LC 17), 2=298(LC 17) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent at 2-0-12 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 6=-144(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SP 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 bracing. REACTIONS. All bearings 13-4-8. (lb) - Max Horz 2=-101(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 8, 2, 12, 13, 14, 11, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 6-8-4, Corner(3) 6-8-4 to 9-8-4, Exterior(2) 9-8-4 to 14-4-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Solid blocking is required on both sides of the truss at joint(s), 8. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 11, 10. 12) 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 component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.78 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.54 0.03 (loc) 5-7 5-7 5 l/defl >999 >409 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except 2-0-0 oc purlins (5-4-2 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=734/0-3-8, 5=797/0-3-8 Max Horz 1=-97(LC 8) Max Uplift 1=-1(LC 12), 5=-48(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-928/61, 2-3=-1223/75, 3-4=-990/52, 4-5=-955/86 BOT CHORD 1-7=0/686, 5-7=0/723 WEBS 2-7=-18/903, 3-7=-804/88, 4-7=0/378 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-0-1 to 2-11-15, Interior(1) 2-11-15 to 6-8-4, Exterior(2) 6-8-4 to 8-5-13, Interior(1) 8-5-13 to 13-5-13, Exterior(2) 13-5-13 to 16-5-13, Interior(1) 16-5-13 to 19-4-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 5. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 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 0.70 0.75 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.52 0.03 (loc) 2-8 2-8 6 l/defl >999 >427 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except 2-0-0 oc purlins (4-2-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=795/0-3-8, 6=795/0-3-8 Max Horz 2=-99(LC 10) Max Uplift 2=-15(LC 12), 6=-48(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-929/65, 3-4=-1436/69, 4-5=-1533/56, 5-6=-1002/89 BOT CHORD 2-8=0/665, 6-8=-11/771 WEBS 3-8=-1/1027, 4-8=-1057/110, 5-8=0/824 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-8-4, Exterior(2) 6-8-4 to 9-8-4, Interior(1) 9-8-4 to 15-2-13, Exterior(2) 15-2-13 to 18-4-9, Interior(1) 18-4-9 to 19-4-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 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 0.27 0.76 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.42 0.03 (loc) 1-7 1-7 5 l/defl >999 >530 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=734/Mechanical, 5=797/0-3-8 Max Horz 1=-129(LC 8) Max Uplift 1=-13(LC 12), 5=-27(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-984/70, 2-3=-759/67, 3-4=-759/63, 4-5=-982/62 BOT CHORD 1-7=-63/758, 5-7=0/752 WEBS 2-7=-263/146, 3-7=0/534, 4-7=-259/142 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-0-1 to 2-11-15, Interior(1) 2-11-15 to 9-2-4, Exterior(2) 9-2-4 to 12-2-4, Interior(1) 12-2-4 to 19-4-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0-7-12 2-8-14 8.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.65 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.04 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except 2-0-0 oc purlins (3-5-4 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1301/0-3-8, 7=1301/0-3-8 Max Horz 2=-54(LC 22) Max Uplift 2=-194(LC 5), 7=-194(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1894/351, 3-4=-2549/523, 4-5=-2549/523, 5-6=-1493/296, 6-7=-1880/348 BOT CHORD 2-13=-289/1446, 11-13=-291/1464, 10-11=-518/2569, 9-10=-518/2569, 7-9=-245/1435 WEBS 3-13=-33/295, 3-11=-304/1252, 5-10=-75/414, 5-9=-1257/306, 6-9=-175/919 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 4-0-12 from the left end to 14-3-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 14=-198(B) 15=-124(B) 16=-124(B) 17=-124(B) 18=-124(B) 19=-124(B) 20=-198(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 18-4-8 1-4-11 19-4-8 1-0-0 0-7-12 1-6-14 5-1-4 0-7-12 1-6-14 8.00 12 Plate Offsets (X,Y)-- [8:0-0-0,0-0-4] 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 0.46 0.69 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.25 0.04 (loc) 12-14 12-14 8 l/defl >999 >883 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins, except 2-0-0 oc purlins (3-8-14 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS. (lb/size) 2=805/0-3-8, 8=869/0-3-8 Max Horz 2=-99(LC 6) Max Uplift 2=-27(LC 8), 8=-115(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1029/58, 3-4=-885/74, 4-5=-920/45, 5-6=-2401/179, 6-7=-845/117, 7-8=-1074/133 BOT CHORD 2-14=-40/768, 12-14=-138/2441, 11-12=-145/1884, 10-11=-145/1884, 8-10=-63/772 WEBS 4-14=0/646, 5-14=-1788/221, 5-12=-331/71, 6-12=-41/585, 6-10=-1166/84, 7-10=-52/598 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 14-3-12 from the left end to 16-3-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 17 lb down and 24 lb up at 16-9-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 0-9-15 6-9-15 0-9-15 7.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-0-8], [7:0-3-14,0-0-8], [8:0-4-12,0-2-0], [11:0-4-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.77 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.18 0.06 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-11-15, Right 2x4 SPF Stud 2-11-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=3517/0-3-8, 7=3972/0-3-8 Max Horz 1=-124(LC 25) Max Uplift 1=-527(LC 10), 7=-610(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-5275/807, 3-4=-3716/614, 4-5=-3717/614, 5-7=-5336/818 BOT CHORD 1-11=-692/4352, 9-11=-692/4352, 8-9=-618/4406, 7-8=-618/4406 WEBS 4-9=-530/3300, 5-9=-1525/325, 5-8=-231/1612, 3-9=-1459/313, 3-11=-218/1545 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 9) Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 10) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 20-0-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-7-8 3-4-0 16-11-8 3-4-0 20-7-0 3-7-8 0-9-15 6-9-15 0-9-15 7.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-0-0], [1:1-1-0,0-2-8], [1:0-1-11,0-1-0], [1:0-1-6,0-2-12], [4:0-1-8,0-2-0], [6:0-1-8,0-2-0], [9:0-8-10,0-1-0], [9:0-1-6,0-2-12], [9:0-7-0,0-6-0], [9:0-3-8 ,0-0-0], [10:0-4-8,0-2-0], [11:0-3-8,0-5-0], [12:0-5-0,0-4-12], [13:0-6-0,0-4-8], [14:0-4-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.65 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.30 0.11 (loc) 11-12 11-12 9 l/defl >999 >810 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 277 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF Stud *Except* 5-12: 2x4 SPF 1650F 1.5E SLIDER Left 2x6 SPF No.2 1-10-4, Right 2x6 SPF No.2 1-10-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=11587/0-3-8 (req. 0-5-14), 9=11555/0-3-8 (req. 0-5-13) Max Horz 1=-123(LC 25) Max Uplift 1=-189(LC 10), 9=-189(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-14861/257, 3-4=-12700/241, 4-5=-10125/227, 5-6=-10125/227, 6-7=-12707/241, 7-9=-14849/258 BOT CHORD 1-14=-245/12105, 13-14=-245/12105, 12-13=-180/11061, 11-12=-129/11066, 10-11=-163/12093, 9-10=-163/12093 WEBS 5-12=-173/9780, 6-12=-3857/139, 6-11=-58/4007, 7-11=-1278/81, 7-10=-14/2992, 4-12=-3848/139, 4-13=-58/3996, 3-13=-1299/80, 3-14=-13/3013 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) WARNING: Required bearing size at joint(s) 1, 9 greater than input bearing size. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 9. This connection is for uplift only and does not consider lateral forces. 11) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-2-0 oc max. starting at 0-1-12 from the left end to 20-5-4 to connect truss(es) to back face of bottom chord. Continued 12) Fill all on nail page holes 2 where hanger is in contact with lumber. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.03 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-7-0. (lb) - Max Horz 2=126(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 22, 23, 24, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 14, 2, 19, 20, 22, 23, 24, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-3-8, Exterior(2) 2-3-8 to 10-3-8, Corner(3) 10-3-8 to 13-3-8, Exterior(2) 13-3-8 to 20-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) 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 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 22, 23, 24, 18, 17, 16, 15. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 32-5-8 8-3-2 5-7-4 5-7-4 10-11-0 5-3-12 16-2-12 5-3-12 21-6-8 5-3-12 26-10-4 5-3-12 32-5-8 5-7-4 0-9-15 10-3-8 0-9-15 7.00 12 Plate Offsets (X,Y)-- [1:0-5-14,Edge], [4:0-2-0,Edge], [8:0-2-0,Edge], [11:0-5-14,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 0.63 0.69 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.35 0.10 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-12,3-16: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 3-3-4, Right 2x6 SPF No.2 3-3-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS. (lb/size) 1=1298/0-3-8, 11=1298/Mechanical Max Horz 1=-193(LC 10) Max Uplift 1=-28(LC 14), 11=-28(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2002/72, 3-5=-1817/90, 5-6=-1337/125, 6-7=-1337/125, 7-9=-1817/90, 9-11=-2002/72 BOT CHORD 1-16=-117/1715, 14-16=-31/1490, 12-14=0/1396, 11-12=0/1588 WEBS 6-14=-40/1026, 7-14=-571/149, 7-12=-10/374, 5-14=-571/149, 5-16=-10/374 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-2-15, Interior(1) 3-2-15 to 16-2-12, Exterior(2) 16-2-12 to 19-5-11, Interior(1) 19-5-11 to 32-5-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.03 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-16. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 31-1-8. (lb) - Max Horz 37=-82(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 37, 20, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34, 36, 22, 21 Max Grav All reactions 250 lb or less at joint(s) 37, 20, 23, 25, 27, 28, 30, 31, 33, 35, 36, 21 except 24=266(LC 32), 26=251(LC 32), 32=250(LC 32), 34=271(LC 32), 22=273(LC 33) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 1-11-3, Exterior(2) 1-11-3 to 3-10-5, Corner(3) 3-10-5 to 6-11-11, Exterior(2) 6-11-11 to 25-11-3, Corner(3) 25-11-3 to 29-0-9, Exterior(2) 29-0-9 to 30-11-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) 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) Provide adequate drainage to prevent water ponding. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 20, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34, 36, 22, 21. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 37-11-4 9-7-9 5-7-9 5-7-9 10-11-11 5-4-1 16-3-12 5-4-1 21-4-4 5-0-8 26-9-7 5-5-3 32-2-9 5-5-3 37-11-4 5-8-11 0-11-13 10-6-0 0-9-15 10-6-0 7.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [6:0-3-0,0-1-12], [7:0-3-0,0-1-12], [9:0-4-0,Edge], [12:0-5-14,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 1.00 0.93 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.66 0.17 (loc) 13-15 13-15 12 l/defl >999 >688 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SP DSS, 9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-17,10-13: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 3-4-6, Right 2x6 SPF No.2 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-11-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-15, 7-15 REACTIONS. (lb/size) 1=1518/Mechanical, 12=1518/Mechanical Max Horz 1=197(LC 11) Max Uplift 1=-20(LC 14), 12=-22(LC 15) Max Grav 1=1975(LC 32), 12=1968(LC 32) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3088/113, 3-5=-2813/118, 5-6=-2100/165, 6-7=-1846/163, 7-8=-3168/254, 8-10=-2885/117, 10-12=-3176/113 BOT CHORD 1-17=-111/2452, 15-17=-10/2305, 13-15=0/1827, 12-13=-23/2565 WEBS 5-17=0/374, 5-15=-851/134, 6-15=-11/741, 7-15=-89/307, 7-13=-211/1352, 8-13=-802/198 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-9-8, Interior(1) 3-9-8 to 16-3-12, Exterior(2) 16-3-12 to 26-8-14, Interior(1) 26-8-14 to 37-11-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 9-5-10 37-11-4 9-9-2 5-7-9 5-7-9 10-11-11 5-4-1 16-3-12 5-4-1 21-4-4 5-0-8 26-9-7 5-5-3 32-2-9 5-5-3 37-11-4 5-8-11 0-11-13 10-6-0 0-9-15 10-6-0 7.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-4], [7:0-4-0,0-2-4], [12:0-4-2,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.69 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.51 0.02 (loc) 13-15 12-13 12 l/defl >749 >455 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,10-13: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 3-4-6, Right 2x6 SPF No.2 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 5-15, 6-15, 7-15 REACTIONS. (lb/size) 1=531/Mechanical, 15=1950/0-3-8 (req. 0-4-4), 12=554/Mechanical Max Horz 1=197(LC 11) Max Uplift 1=-98(LC 14), 15=-180(LC 14), 12=-128(LC 15) Max Grav 1=604(LC 40), 15=2716(LC 32), 12=654(LC 42) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-735/168, 3-5=-502/158, 5-6=0/734, 6-7=0/680, 7-8=-803/416, 8-10=-551/197, 10-12=-828/223 BOT CHORD 1-17=-175/669, 15-17=-99/285, 13-15=-411/190, 12-13=-93/622 WEBS 3-17=-415/198, 5-17=-20/579, 5-15=-1011/230, 6-15=-641/70, 7-15=-1308/191, 7-13=-344/1543, 8-13=-738/278, 10-13=-435/202 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-9-8, Interior(1) 3-9-8 to 16-3-12, Exterior(2) 16-3-12 to 26-8-15, Interior(1) 26-8-15 to 37-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 12=128. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 30-4-12 7-6-5 38-2-8 7-9-13 -1-0-0 1-0-0 5-8-11 5-8-11 11-1-13 5-5-3 16-7-0 5-5-3 21-7-8 5-0-8 27-0-11 5-5-3 32-5-13 5-5-3 38-2-8 5-8-11 0-9-15 10-6-0 0-9-15 10-6-0 7.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [5:0-4-0,Edge], [7:0-3-8,0-2-0], [8:0-3-0,0-1-12], [10:0-4-0,Edge], [13:0-5-14,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 0.85 0.87 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.44 0.17 (loc) 14-16 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,11-14: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 3-4-1, Right 2x6 SPF No.2 3-4-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-11-6 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 8-17, 9-16 REACTIONS. (lb/size) 2=1589/0-3-8, 13=1528/Mechanical Max Horz 2=199(LC 13) Max Uplift 2=-36(LC 14), 13=-21(LC 15) Max Grav 2=2043(LC 33), 13=1982(LC 33) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3210/92, 4-6=-2976/126, 6-7=-2432/173, 7-8=-1852/179, 8-9=-2433/173, 9-11=-2982/135, 11-13=-3215/101 BOT CHORD 2-19=-104/2587, 17-19=-20/2354, 16-17=0/1849, 14-16=0/2356, 13-14=-12/2593 WEBS 6-19=-31/381, 6-17=-784/162, 7-17=-3/865, 8-16=-51/952, 9-16=-791/163, 9-14=-32/384 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-9-14, Interior(1) 2-9-14 to 16-7-0, Exterior(2) 16-7-0 to 27-0-11, Interior(1) 27-0-11 to 38-2-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 10-6-0 7.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-1-12], [15:0-3-0,0-1-12], [25:0-1-0,0-1-12], [26:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.07 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 219 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 13-37,12-38,10-40,9-41,14-36,16-34,17-33: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 11-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-37, 12-38, 10-40, 9-41, 14-36, 16-34 REACTIONS. All bearings 37-11-4. (lb) - Max Horz 48=-200(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 37, 41, 42, 43, 44, 45, 46, 34, 33, 32, 31, 30, 29, 28 except 48=-170(LC 12), 26=-109(LC 13), 47=-164(LC 14), 27=-126(LC 15) Max Grav All reactions 250 lb or less at joint(s) 48, 26, 38, 40, 42, 43, 45, 46, 47, 36, 34, 32, 31, 29, 28, 27 except 37=264(LC 31), 41=253(LC 32), 44=254(LC 32), 33=252(LC 32), 30=254(LC 32) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 3-11-4, Exterior(2) 3-11-4 to 16-3-12, Corner(3) 16-3-12 to 20-1-4, Exterior(2) 20-1-4 to 21-4-4, Corner(3) 21-4-4 to 24-11-10, Exterior(2) 24-11-10 to 37-9-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 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 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 41, 42, 43, 44, 45, 46, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 48=170, 26=109, 47=164, 27=126. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 10-6-0 0-9-15 10-6-0 7.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-3], [3:0-2-8,0-2-4], [8:0-3-0,0-3-0], [11:0-3-0,0-1-12], [15:0-3-0,0-1-12], [25:0-1-0,0-1-12], [26:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.06 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 1 1 26 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 223 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 13-37,12-38,10-40,9-41,14-36,16-34,17-33: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-2-8 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.): 11-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-37, 12-38, 10-40, 9-41, 14-36, 16-34, 17-33 REACTIONS. All bearings 38-2-8. (lb) - Max Horz 2=197(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 26, 37, 38, 40, 41, 42, 43, 44, 45, 46, 34, 33, 32, 31, 30, 29, 28 except 2=-103(LC 10), 47=-104(LC 14), 27=-112(LC 15) Max Grav All reactions 250 lb or less at joint(s) 26, 2, 38, 40, 42, 43, 45, 46, 47, 36, 34, 32, 31, 29, 28, 27 except 37=265(LC 32), 41=264(LC 33), 44=257(LC 33), 33=252(LC 33), 30=254(LC 33) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 3-1-4, Exterior(2) 3-1-4 to 16-7-0, Corner(3) 16-7-0 to 20-4-14, Exterior(2) 20-4-14 to 21-7-8, Corner(3) 21-7-8 to 25-5-6, Exterior(2) 25-5-6 to 38-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) 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) Provide adequate drainage to prevent water ponding. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 37, 38, 40, 41, 42, 43, 44, 45, 46, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 2=103, 47=104, 27=112. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 23-9-3 7-9-14 31-7-1 7-9-14 39-8-8 8-1-7 -1-0-0 1-0-0 4-1-8 4-1-8 11-1-4 6-11-12 18-1-0 6-11-12 23-1-8 5-0-8 28-6-11 5-5-3 33-11-13 5-5-3 39-8-8 5-8-11 0-7-11 10-6-0 0-9-15 10-6-0 5.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-3-14,Edge], [7:0-3-0,0-1-12], [8:0-3-8,0-2-0], [10:0-4-0,Edge], [13:0-5-14,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 1.00 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.56 0.21 (loc) 16-17 16-17 13 l/defl >999 >845 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,8-10: 2x4 SPF 1650F 1.5E, 7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,6-19,11-14: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-4-0, Right 2x6 SPF No.2 3-4-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-10-5 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 6-17, 7-16, 9-16 REACTIONS. (lb/size) 2=1649/0-3-8, 13=1588/Mechanical Max Horz 2=204(LC 11) Max Uplift 2=-44(LC 14), 13=-19(LC 15) Max Grav 2=1948(LC 35), 13=2053(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4038/112, 4-6=-3615/87, 6-7=-2773/161, 7-8=-1967/165, 8-9=-2514/161, 9-11=-3094/124, 11-13=-3337/96 BOT CHORD 2-19=-174/3604, 17-19=-59/2838, 16-17=0/2002, 14-16=0/2470, 13-14=-8/2694 WEBS 4-19=-621/148, 6-19=0/522, 6-17=-1022/181, 7-17=-51/1064, 8-16=-6/908, 9-16=-795/159, 9-14=-22/378 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-11-10, Interior(1) 2-11-10 to 18-1-0, Exterior(2) 18-1-0 to 22-0-10 , Interior(1) 22-0-10 to 23-1-8, Exterior(2) 23-1-8 to 27-1-2, Interior(1) 27-1-2 to 39-8-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 13. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Matrix-P 0.37 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 2-5 2-5 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 2-9-14 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 bracing. REACTIONS. (lb/size) 5=188/Mechanical, 2=260/0-3-8 Max Horz 2=103(LC 14) Max Uplift 5=-49(LC 14) Max Grav 5=201(LC 21), 2=262(LC 21) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.43 0.37 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.11 0.02 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=465/Mechanical, 2=540/0-3-8 Max Horz 2=114(LC 10) Max Uplift 5=-53(LC 14), 2=-53(LC 10) Max Grav 5=534(LC 21), 2=558(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-991/26 BOT CHORD 2-6=-98/896, 5-6=-98/896 WEBS 3-6=0/272, 3-5=-915/100 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 5. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.35 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.00 (loc) 5-6 5-6 5 l/defl >999 >713 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=225/Mechanical, 2=228/0-1-12, 6=530/0-3-8 Max Horz 2=128(LC 10) Max Uplift 5=-39(LC 14), 2=-55(LC 10), 6=-84(LC 10) Max Grav 5=276(LC 21), 2=228(LC 1), 6=567(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-442/128 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-6-12 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 5. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION WB Matrix-P 0.94 0.52 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.00 (loc) 2-5 2-5 l/defl >621 >249 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 3-11-13 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 bracing. REACTIONS. (lb/size) 5=404/Mechanical, 2=519/0-3-8 Max Horz 2=138(LC 14) Max Uplift 5=-65(LC 14) Max Grav 5=473(LC 21), 2=539(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-404/110 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 7-8-14 3-8-11 11-5-9 3-8-11 15-2-4 3-8-11 18-10-15 3-8-11 22-7-10 3-8-11 26-4-5 3-8-11 30-4-8 4-0-3 4-0-3 4-0-3 7-8-14 3-8-11 11-5-9 3-8-11 15-2-4 3-8-11 18-10-15 3-8-11 22-7-10 3-8-11 26-4-5 3-8-11 30-4-8 4-0-3 0-6-0 9-4-5 9-4-5 3.50 12 Plate Offsets (X,Y)-- [1:0-2-4,0-3-0], [3:0-0-0,0-1-12], [4:0-1-8,0-3-0], [8:0-2-4,0-1-8], [9:0-1-8,0-2-4], [14:0-3-8,0-5-12], [15:0-3-8,0-3-0], [19:0-3-0,0-3-12] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.92 0.79 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.44 -0.91 0.14 (loc) 16-18 16-18 12 l/defl >825 >398 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 432 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E, 3-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x8 SP DSS WEBS 2x4 SPF Stud *Except* 11-12,9-14,9-13: 2x4 SPF No.2, 10-13,10-12: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 9-13, 10-12 REACTIONS. (lb/size) 1=6462/0-3-8, 12=12214/0-3-8 Max Horz 1=268(LC 6) Max Uplift 1=-968(LC 6), 12=-771(LC 6) Max Grav 1=6504(LC 16), 12=12464(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-17999/2627, 2-4=-18121/2557, 4-5=-15927/2118, 5-6=-13617/1666, 6-8=-11195/1190, 8-9=-8635/719, 9-10=-4979/326 BOT CHORD 1-20=-2748/17131, 19-20=-2748/17131, 18-19=-2665/17387, 16-18=-2209/15266, 15-16=-1742/13049, 14-15=-1253/10718, 13-14=-767/8257, 12-13=-359/4742 WEBS 2-20=-155/294, 2-19=0/269, 4-19=-330/1658, 4-18=-2495/536, 5-18=-483/2443, 5-16=-2999/631, 6-16=-654/3258, 6-15=-3646/766, 8-15=-787/4156, 8-14=-4422/872, 9-14=-775/7017, 9-13=-7189/836, 10-13=-729/10402, 10-12=-10559/798 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: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide metal plate or equivalent at bearing(s) 12 to support reaction shown. 11) Two RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 12. This connection is for Continued uplift only on page and does 2 not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 2-9-0 10-9-14 2-9-0 13-6-15 2-9-0 16-3-15 2-9-0 19-0-15 2-9-0 21-9-15 2-9-0 24-7-0 2-9-0 27-4-0 2-9-0 30-4-8 3-0-8 5-3-14 5-3-14 8-0-14 2-9-0 10-9-14 2-9-0 13-6-15 2-9-0 16-3-15 2-9-0 19-0-15 2-9-0 21-9-15 2-9-0 24-7-0 2-9-0 27-4-0 2-9-0 30-4-8 3-0-8 0-6-0 9-4-5 9-4-5 3.50 12 Plate Offsets (X,Y)-- [1:1-7-6,Edge], [4:0-2-4,0-2-0], [5:0-2-0,0-1-12], [8:0-2-0,0-1-12], [9:0-2-0,0-1-8], [10:0-2-0,0-2-0], [11:0-1-4,0-2-0], [13:0-6-4,0-2-12], [14:0-3-8,0-5-0], [15:0-3-8,0-5-0], [16:0-2-8,0-2-8], [17:0-2-8,0-2-12], [18:0-3-8,0-6-12], [20:0-3-8,0-2-8], [21:0-3-8,0-6-12], [22:0-3-8,0-5-8] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.98 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.45 -0.89 0.12 (loc) 20-21 20-21 13 l/defl >794 >408 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 1114 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-6: 2x6 SPF 1650F 1.5E BOT CHORD 2x10 SP DSS *Except* 13-19: 2x10 SP No.1 WEBS 2x4 SPF Stud *Except* 12-13,7-18,8-17,9-16,10-14: 2x4 SPF No.2 10-15,11-14,11-13: 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=14991/0-3-8 (req. 0-3-13), 13=16704/0-3-8 Max Horz 1=263(LC 23) Max Uplift 1=-294(LC 6), 13=-397(LC 6) Max Grav 1=15034(LC 16), 13=16953(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-42462/801, 2-3=-41662/801, 3-4=-36725/705, 4-5=-31585/605, 5-7=-26552/507, 7-8=-21291/404, 8-9=-15987/301, 9-10=-10782/200, 10-11=-5490/97 BOT CHORD 1-23=-1006/40832, 22-23=-1006/40832, 21-22=-972/40078, 20-21=-856/35244, 18-20=-736/30315, 17-18=-617/25473, 16-17=-494/20425, 15-16=-371/15337, 14-15=-249/10314, 13-14=-129/5314 WEBS 2-23=-132/509, 2-22=-867/39, 3-22=-77/4797, 3-21=-6225/148, 4-21=-108/6730, 4-20=-7336/180, 5-20=-142/7958, 5-18=-8309/203, 7-18=-186/9829, 7-17=-9894/241, 8-17=-223/11394, 8-16=-11275/274, 9-16=-253/12580, 9-15=-12457/302, 10-15=-296/14329, 10-14=-13743/332, 11-14=-308/15162, 11-13=-15274/369 NOTES- 1) N/A 2) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 5 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) All plates are MT20 plates unless otherwise indicated. Continued 8) This truss on has page been 2 designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION JL28 JL28 JL28 JL28 JL28 JL28 5-1-3 5-1-3 8-2-11 3-1-8 11-4-2 3-1-8 14-5-10 3-1-8 17-7-2 3-1-8 20-8-9 3-1-8 23-10-1 3-1-8 26-11-8 3-1-8 30-4-8 3-5-0 -1-0-0 1-0-0 5-1-3 5-1-3 8-2-11 3-1-8 11-4-2 3-1-8 14-5-10 3-1-8 17-7-2 3-1-8 20-8-9 3-1-8 23-10-1 3-1-8 26-11-8 3-1-8 30-4-8 3-5-0 0-6-0 9-4-5 3.50 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-12], [4:0-4-8,Edge], [7:0-2-4,0-1-8], [10:0-2-0,0-1-12], [11:0-1-8,0-1-8], [12:0-2-0,0-2-0], [15:0-2-8,0-2-0], [16:0-2-8,0-2-4], [17:0-2-8,0-2-12], [18:0-3-8,0-3-0], [20:0-3-8,0-3-0], [21:0-3-0,0-3-12], [22:0-3-8,0-5-4] 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 0.93 0.82 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.94 0.14 (loc) 21 20-21 14 l/defl >840 >386 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 694 lb FT = 20% GRIP 197/144 187/143 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SP DSS, 4-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP DSS WEBS 2x4 SPF Stud *Except* 13-14,9-18,10-17,11-16,11-15,12-15,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14 REACTIONS. (lb/size) 14=11594/0-3-8 (req. 0-4-0), 2=10235/0-3-8 Max Horz 2=278(LC 6) Max Uplift 14=-442(LC 10), 2=-401(LC 6) Max Grav 14=11855(LC 17), 2=10281(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-29577/911, 3-5=-28992/833, 5-6=-25072/735, 6-7=-20870/624, 7-9=-16696/503, 9-10=-12578/379, 10-11=-8495/254, 11-12=-4344/124 BOT CHORD 2-23=-1106/28201, 22-23=-1106/28201, 21-22=-1002/27832, 20-21=-881/24051, 18-20=-747/20019, 17-18=-603/16009, 16-17=-457/12057, 15-16=-308/8125, 14-15=-158/4142 WEBS 3-23=-78/752, 3-22=-427/146, 5-22=-69/3811, 5-21=-4804/153, 6-21=-117/5329, 6-20=-5921/197, 7-20=-172/6449, 7-18=-6788/243, 9-18=-221/7522, 9-17=-7656/283, 10-17=-266/8583, 10-16=-8614/325, 11-16=-320/9839, 11-15=-9774/370, 12-15=-350/10810, 12-14=-10801/411 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) 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. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued 10) WARNING: on page Required 2 bearing size at joint(s) 14 greater than input bearing size. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 7-8-12 0-6-0 9-4-5 3.50 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.94 0.83 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.14 (loc) 12-14 12-14 9 l/defl >999 >730 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 11-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-14,5-12,7-10: 2x4 SPF Stud 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 bracing. WEBS 1 Row at midpt 8-9, 3-12, 5-10, 7-9 REACTIONS. (lb/size) 9=1202/0-3-8, 2=1273/0-3-8 Max Horz 2=276(LC 10) Max Uplift 9=-134(LC 14), 2=-86(LC 10) Max Grav 9=1462(LC 21), 2=1319(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3284/124, 3-5=-2315/80, 5-7=-1337/32, 8-9=-306/68 BOT CHORD 2-14=-342/3066, 12-14=-342/3066, 10-12=-229/2159, 9-10=-120/1231 WEBS 3-14=0/328, 3-12=-955/119, 5-12=0/511, 5-10=-1119/129, 7-10=0/776, 7-9=-1629/159 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-7, Interior(1) 2-0-7 to 30-2-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 2. This connection is for uplift only and does not consider lateral forces. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 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 0.21 0.36 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.03 (loc) 6-8 6-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=734/Mechanical, 6=797/0-3-8 Max Horz 1=-119(LC 10) Max Uplift 1=-9(LC 12), 6=-24(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1022/65, 2-3=-899/100, 3-4=-568/103, 4-5=-891/95, 5-6=-1032/61 BOT CHORD 1-10=-44/784, 8-10=0/565, 6-8=0/777 WEBS 3-10=-21/325, 4-8=-35/332 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-0-1 to 2-11-15, Interior(1) 2-11-15 to 8-4-11, Exterior(2) 8-4-11 to 14-1-6, Interior(1) 14-1-6 to 19-4-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION BC WB Matrix-P 0.16 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-6 2-6 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=146/Mechanical, 2=222/0-1-12 Max Horz 2=50(LC 14) Max Uplift 6=-10(LC 14), 2=-17(LC 14) Max Grav 6=163(LC 30), 2=331(LC 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-11, Exterior(2) 2-11-11 to 3-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 6. 11) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION CSI. TC BC WB Matrix-P 0.68 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 2-5 2-5 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 2-9-14 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 bracing. REACTIONS. (lb/size) 5=281/Mechanical, 2=402/0-3-8 Max Horz 2=103(LC 14) Max Uplift 5=-49(LC 14) Max Grav 5=321(LC 21), 2=416(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-273/86 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION TC BC WB Matrix-S 1.00 0.82 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.00 (loc) 4-5 4-5 4 l/defl >999 >727 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud 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 6-0-0 oc bracing. REACTIONS. (lb/size) 4=277/Mechanical, 1=217/0-1-12, 5=426/0-3-8 Max Horz 1=82(LC 10) Max Uplift 4=-41(LC 10), 1=-56(LC 10), 5=-45(LC 10) Max Grav 4=347(LC 28), 1=322(LC 29), 5=498(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-97/257 WEBS 2-5=-406/121, 2-4=-302/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-14 to 3-0-14, Interior(1) 3-0-14 to 7-4-8, Exterior(2) 7-4-8 to 11-6-12 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 4. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 5. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.39 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.00 (loc) 5-6 5-6 5 l/defl >999 >741 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=223/Mechanical, 6=535/0-3-8, 1=161/0-1-12 Max Horz 1=107(LC 10) Max Uplift 5=-29(LC 10), 6=-90(LC 10), 1=-26(LC 10) Max Grav 5=235(LC 28), 6=745(LC 29), 1=230(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-527/128 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-14 to 3-0-14, Interior(1) 3-0-14 to 9-10-8, Exterior(2) 9-10-8 to 11-6-12 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 5. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 1. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 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 0.36 0.75 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.41 0.03 (loc) 2-8 2-8 6 l/defl >999 >544 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except 2-0-0 oc purlins (5-8-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=795/0-3-8, 6=795/0-3-8 Max Horz 2=-76(LC 10) Max Uplift 2=-2(LC 12), 6=-2(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-955/89, 3-4=-1005/70, 4-5=-1005/70, 5-6=-955/89 BOT CHORD 2-8=-40/720, 6-8=0/720 WEBS 3-8=-9/387, 4-8=-255/98, 5-8=-9/387 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-11, Exterior(2) 4-10-11 to 9-2-4, Interior(1) 9-2-4 to 13-5-13, Exterior(2) 13-5-13 to 17-8-11, Interior(1) 17-8-11 to 19-4-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.73 0.78 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.44 0.03 (loc) 1-6 1-6 4 l/defl >999 >500 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=734/Mechanical, 4=797/0-3-8 Max Horz 1=-97(LC 8) Max Uplift 4=-15(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-918/83, 2-3=-740/77, 3-4=-941/80 BOT CHORD 1-6=0/677, 4-6=0/674 WEBS 2-6=0/251 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-0-1 to 2-11-15, Interior(1) 2-11-15 to 6-7-11, Exterior(2) 6-7-11 to 10-10-10, Interior(1) 10-10-10 to 11-8-13, Exterior(2) 11-8-13 to 15-11-11, Interior(1) 15-11-11 to 19-4-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 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 0.22 0.75 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.03 (loc) 2-9 2-9 7 l/defl >999 >546 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 75 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=795/0-3-8, 7=795/0-3-8 Max Horz 2=121(LC 11) Max Uplift 2=-24(LC 12), 7=-24(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-985/76, 3-4=-762/69, 4-5=-598/76, 5-6=-767/68, 6-7=-987/75 BOT CHORD 2-9=-54/757, 7-9=-4/758 WEBS 4-9=-7/259, 5-9=-7/262 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-4-11, Exterior(2) 8-4-11 to 14-2-0, Interior(1) 14-2-0 to 19-4-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 7-2-5 1-7-4 5-0-4 0-9-15 5-0-4 7.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-0,0-1-12], [7:0-3-0,0-2-5], [9:0-4-2,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.90 0.59 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.02 (loc) 13-14 13-14 9 l/defl >999 >670 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 133 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-11,6-10,2-13: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 4-3-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-15 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 4-11 REACTIONS. (lb/size) 9=518/Mechanical, 14=760/0-1-12, 11=1269/0-3-8 Max Horz 14=-110(LC 12) Max Uplift 9=-83(LC 15), 14=-34(LC 14), 11=-82(LC 11) Max Grav 9=804(LC 33), 14=984(LC 33), 11=1911(LC 32) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-929/129, 3-4=-719/117, 4-6=-283/291, 6-7=-594/166, 7-9=-882/143, 2-14=-906/142 BOT CHORD 13-14=-75/268, 11-13=-52/681, 10-11=-183/257, 9-10=-23/597 WEBS 4-13=0/261, 4-11=-1157/112, 6-11=-1037/96, 6-10=0/578, 2-13=-75/618 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 5-10-5, Exterior(2) 5-10-5 to 10-3-2, Interior(1) 10-3-2 to 23-11-3, Exterior(2) 23-11-3 to 28-4-0, Interior(1) 28-4-0 to 31-1-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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 MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 9. 12) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14 and 11. This connection is for uplift only and does not consider lateral forces. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 4-8-14 1-7-4 6-2-4 0-9-15 6-2-4 7.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-1-12], [3:0-3-4,0-2-4], [5:0-4-0,0-2-4], [8:0-4-2,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.91 0.55 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.30 0.02 (loc) 10-12 12-13 8 l/defl >999 >709 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 134 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 5-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-12,5-10,2-12: 2x4 SPF No.2, 2-13: 2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 2-9-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 bracing, Except: 6-0-0 oc bracing: 10-12. WEBS 1 Row at midpt 4-10 REACTIONS. (lb/size) 8=425/Mechanical, 13=692/0-1-12, 10=1428/0-3-8 Max Horz 13=-133(LC 12) Max Uplift 8=-45(LC 15), 13=-40(LC 14) Max Grav 8=661(LC 33), 13=925(LC 33), 10=1779(LC 32) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-743/84, 3-4=-499/98, 4-5=0/285, 5-6=-528/119, 6-8=-796/100, 2-13=-847/114 BOT CHORD 12-13=-124/479, 8-9=-19/579 WEBS 4-12=0/551, 4-10=-1232/120, 5-10=-742/48, 5-9=-23/520, 6-9=-421/124, 2-12=-77/388 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 7-10-5, Exterior(2) 7-10-5 to 12-3-2, Interior(1) 12-3-2 to 21-11-3, Exterior(2) 21-11-3 to 26-5-10, Interior(1) 26-5-10 to 31-1-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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 MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 8. 12) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 11-2-5 5-5-6 16-2-12 5-0-7 21-3-3 5-0-7 26-8-10 5-5-6 32-5-8 5-8-14 0-9-15 7-4-4 0-9-15 7-4-4 7.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-3-0,0-1-12], [6:0-3-0,0-1-12], [9:0-5-14,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 0.88 0.73 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.36 0.11 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-14,5-12,7-10: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 3-4-3, Right 2x6 SPF No.2 3-4-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-11-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1298/0-3-8, 9=1298/Mechanical Max Horz 1=136(LC 11) Max Grav 1=1657(LC 32), 9=1657(LC 32) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2490/107, 3-4=-2171/133, 4-5=-1733/142, 5-6=-1733/142, 6-7=-2171/133, 7-9=-2490/107 BOT CHORD 1-14=-40/1971, 12-14=0/1534, 10-12=0/1534, 9-10=-27/1971 WEBS 3-14=-406/161, 4-14=-32/575, 4-12=-79/462, 5-12=-590/112, 6-12=-79/462, 6-10=-32/575, 7-10=-406/161 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-2-15, Interior(1) 3-2-15 to 11-2-5, Exterior(2) 11-2-5 to 15-9-6, Interior(1) 15-9-6 to 21-3-3, Exterior(2) 21-3-3 to 25-10-4, Interior(1) 25-10-4 to 32-5-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 6-8-14 0-9-15 8-6-4 0-9-15 8-6-4 7.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,0-2-4], [5:0-4-0,0-2-4], [8:0-5-14,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 0.80 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.38 0.12 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-13,6-9: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 3-11-2, Right 2x6 SPF No.2 3-11-2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 5-11 REACTIONS. (lb/size) 1=1298/0-3-8, 8=1298/Mechanical Max Horz 1=159(LC 11) Max Uplift 1=-13(LC 14), 8=-13(LC 15) Max Grav 1=1738(LC 32), 8=1738(LC 32) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2697/97, 3-4=-2476/161, 4-5=-1609/137, 5-6=-2476/161, 6-8=-2696/97 BOT CHORD 1-13=-57/2156, 11-13=0/1580, 9-11=0/1580, 8-9=-10/2156 WEBS 3-13=-530/193, 4-13=-93/777, 4-11=-60/280, 5-11=-60/280, 5-9=-93/778, 6-9=-530/193 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-2-15, Interior(1) 3-2-15 to 13-2-5, Exterior(2) 13-2-5 to 17-9-6, Interior(1) 17-9-6 to 19-3-3, Exterior(2) 19-3-3 to 23-10-4, Interior(1) 23-10-4 to 32-5-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 8. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION 5-3-2 10-2-11 4-11-10 15-2-5 4-11-10 17-3-3 2-0-14 22-2-13 4-11-10 27-2-6 4-11-10 32-5-8 5-3-2 0-9-15 9-8-4 0-9-15 9-8-4 7.00 12 Plate Offsets (X,Y)-- [1:0-5-14,Edge], [4:0-3-0,Edge], [9:0-3-0,Edge], [12:0-5-14,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 0.85 0.79 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.39 0.14 (loc) 15-17 15-17 12 l/defl >999 >987 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 156 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,9-12: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,5-17,8-13,10-13: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 3-0-13, Right 2x6 SPF No.2 3-0-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-5-11 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 8-15 REACTIONS. (lb/size) 1=1298/0-3-8, 12=1298/Mechanical Max Horz 1=182(LC 11) Max Uplift 1=-24(LC 14), 12=-24(LC 15) Max Grav 1=1803(LC 32), 12=1803(LC 32) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2874/83, 3-5=-2592/95, 5-6=-1932/135, 6-7=-1615/138, 7-8=-1951/135, 8-10=-2593/96, 10-12=-2875/83 BOT CHORD 1-17=-107/2303, 15-17=-22/2075, 13-15=0/2069, 12-13=-2/2304 WEBS 5-17=0/383, 5-15=-786/132, 6-15=-29/653, 7-15=-30/670, 8-15=-779/134, 8-13=0/384 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-2-15, Interior(1) 3-2-15 to 15-2-5, Exterior(2) 15-2-5 to 21-10-4, Interior(1) 21-10-4 to 32-5-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 12. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 11,2018 PERMIT ONLY − NOT FOR CONSTRUCTION