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Home My WebLink About17110039 Truss PlansRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Liu, Xuegang Pages or sheets covered by this seal: I31484096 thru I31484146 My license renewal date for the state of Indiana is July 31, 2018. B17702628 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: Wedgewood 407 Village of West Clay 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 27,2017 Job B17702628 Truss GE01 Truss Type Common Supported Gable Qty 2 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484096 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:17 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-ULfWONOYb8M?Q9cecmgz_rxSWhLOgprOS2lDwAyPHTG Scale = 1:97.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 3x4 3x6 4x6 3x6 2x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B17702628 Truss GE02 Truss Type GABLE Gable l Gable COMMON Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484097 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:22 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-qISPS5SgQg_IWwVbOJF8hveG1i?0L_O7bJS_bOyPHTB Scale = 1:103.9 1 2 3 4 5 6 7 8 9 10 11 12 13 38 3736 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 74 75 76 4x6 5x6 6x6 6x6 4x10 3x4 5x6 4x6 3x6 5x12 4x6 3x8 3x6 4x6 3x6 4x6 4x6 4x6 4x6 8x8 3x6 6-10-13 6-10-13 13-6-2 6-7-5 14-7-0 1-0-14 16-11-8 Job B17702628 Truss GE03 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484098 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:22 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-qISPS5SgQg_IWwVbOJF8hveKEi5HL5M7bJS_bOyPHTB Scale = 1:33.9 1 2 3 4 5 6 7 2x4 12 11 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-2-13 10-2-13 5-1-7 5-1-7 10-2-13 5-1-7 0-0-4 4-3-3 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job B17702628 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484099 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:23 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-JV0nfRSIB_69843oy1nND6BU86Ok4W1GqzCX7qyPHTA Scale = 1:86.8 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 3x4 3x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B17702628 Truss GE05 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484100 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:23 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-JV0nfRSIB_69843oy1nND6BUL6OP4XUGqzCX7qyPHTA Scale: 3/16"=1’ 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 2x4 2x4 4x6 3x4 3x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-1-6 10-1-6 12-11-0 2-9-10 4-4-0 4-4-0 12-11-0 8-7-0 2-6-1 8-2-8 2-1-2 1-0-11 2-1-2 10.00 12 Job B17702628 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484101 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:24 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-nhaAsmTxyIF0lDe_WkIcmKkgxWmzp?LQ3dx4gGyPHT9 Scale = 1:18.1 1 2 3 5 4 3x6 2x4 2x4 -0-10-8 0-10-8 2-0-0 2-0-0 0-8-14 2-4-14 10.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.02 0.00 DEFL. Vert(LL) Job B17702628 Truss GE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484102 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:26 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-j4hwHSVBUvVk?XoNd9K4rlpsHJI9HqvjWxQBk9yPHT7 Scale = 1:104.6 1 2 3 4 5 6 7 8 25 24 23 22 20 19 18 17 16 15 14 13 12 11 10 9 21 3x6 4x8 4x10 4x8 3x4 3x6 3x6 3x4 3x4 4x6 3x4 3x4 3x4 3x4 3x6 3-7-2 3-7-2 8-11-7 5-4-5 12-1-5 3-1-14 12-7-8 0-6-3 19-10-11 7-3-3 27-11-8 8-0-13 3-7-2 3-7-2 8-11-7 5-4-5 16-0-0 7-0-9 Job B17702628 Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484103 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:27 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-BGFIVoVpFDdbchNZBtrJOyM9cjmJ0KGslbAlGbyPHT6 Scale = 1:98.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 3x4 3x6 4x6 3x4 2x4 3x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B17702628 Truss GE09 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484104 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:27 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-BGFIVoVpFDdbchNZBtrJOyM6Gjkh0LeslbAlGbyPHT6 Scale = 1:76.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x4 3x8 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-10-8 1-10-8 9-0-0 9-0-0 1-6-14 9-0-14 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job B17702628 Truss M01 Truss Type Monopitch Qty 6 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484105 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:27 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-BGFIVoVpFDdbchNZBtrJOyM0Tjjh0JrslbAlGbyPHT6 Scale = 1:66.0 1 2 3 4 6 5 3x4 4x6 3x4 4x6 6x6 9-0-0 9-0-0 -1-10-8 1-10-8 4-0-0 4-0-0 9-0-0 5-0-0 1-6-14 9-0-14 8-9-6 0-3-8 9-0-14 10.00 12 Plate Offsets (X,Y)-- [4:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 Job B17702628 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 407 Village of West Clay Job Reference (optional) I31484106 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:28 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-fSpgi8WR?WlSEryllaMYwAuIt7?6lhO?_FvIp1yPHT5 Scale = 1:73.3 1 2 3 6 5 4 7 8 3x6 2x4 3x4 4x6 3x12 10x10 4-4-8 4-4-8 8-9-0 4-4-8 4-4-8 4-4-8 8-9-0 4-4-8 2-8-14 10-0-6 10.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC Job B17702628 Truss PB01 Truss Type Piggyback Qty 7 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484107 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:28 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-fSpgi8WR?WlSEryllaMYwAuKQ75AloA?_FvIp1yPHT5 Scale = 1:32.9 1 2 3 4 5 6 4x6 3x4 3x4 2x4 10-2-11 10-2-11 5-1-5 5-1-5 10-2-11 5-1-5 0-4-13 4-3-2 0-1-8 0-4-13 0-1-8 10.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-8], [4:0-1-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC Job B17702628 Truss PB02 Truss Type GABLE Qty 2 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484108 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:29 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-7fN3wUX3mqtIs?XyJItnTNRVBXRiUFB9CvfrLUyPHT4 Scale = 1:34.5 1 2 3 4 6 5 2x4 2x4 4x6 3x4 2x4 7-0-5 7-0-5 1-11-0 1-11-0 7-0-5 5-1-5 2-6-7 4-3-2 0-1-8 0-4-13 0-1-8 10.00 12 Plate Offsets (X,Y)-- [3:0-1-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC Job B17702628 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484109 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:29 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-7fN3wUX3mqtIs?XyJItnTNRXUXT3UG79CvfrLUyPHT4 Scale = 1:32.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-2-11 10-2-11 5-1-5 5-1-5 10-2-11 5-1-5 0-4-13 4-3-2 0-1-8 0-4-13 0-1-8 10.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [8:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job B17702628 Truss T01 Truss Type COMMON Qty 5 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484110 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:30 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-brxR7qYiX8?9T868s?P0?bzbrxfSDcfIRZOPtwyPHT3 Scale = 1:91.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 3x6 4x6 3x6 3x6 3x6 4x6 3x6 4x6 3x6 3x8 3x6 3x4 8-2-3 8-2-3 16-0-13 7-10-11 23-11-8 7-10-11 -0-10-8 0-10-8 5-6-0 5-6-0 12-1-8 6-7-8 18-9-0 6-7-8 23-11-8 5-2-8 1-2-14 11-4-2 1-5-13 10.00 12 LOADING (psf) TCLL Job B17702628 Truss T02 Truss Type COMMON Qty 8 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484111 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:30 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-brxR7qYiX8?9T868s?P0?bzZTxfmDcVIRZOPtwyPHT3 Scale = 1:91.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 3x6 4x6 3x6 3x6 3x6 4x6 3x6 4x6 3x6 3x8 3x8 3x6 8-2-3 8-2-3 16-0-13 7-10-11 24-3-0 8-2-3 -0-10-8 0-10-8 5-6-0 5-6-0 12-1-8 6-7-8 18-9-0 6-7-8 24-3-0 5-6-0 1-2-14 11-4-2 1-2-14 10.00 12 LOADING (psf) TCLL Job B17702628 Truss T03 Truss Type Common Qty 2 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484112 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:31 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-41VpKAZKIR705IhKQiwFYoWleK?0y3?SgD8yPMyPHT2 Scale = 1:91.1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 3x6 4x6 3x6 3x6 3x6 4x6 3x6 4x6 3x6 3x8 3x8 3x6 8-2-3 8-2-3 16-0-13 7-10-11 24-3-0 8-2-3 -0-10-8 0-10-8 5-6-0 5-6-0 12-1-8 6-7-8 18-9-0 6-7-8 24-3-0 5-6-0 25-1-8 0-10-8 1-2-14 11-4-2 1-2-14 Job B17702628 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484113 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:31 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-41VpKAZKIR705IhKQiwFYoWl_Kzzyy0SgD8yPMyPHT2 Scale = 1:105.9 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 3x4 5x8 8x8 5x6 6x6 6x6 4x6 3x8 3x4 3x8 4x10 6x16 4x6 5x12 4x6 4x8 4x8 5x6 4x6 4x6 2x4 4x8 4x6 4x6 3x6 3-8-0 Job B17702628 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484114 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:33 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-0QdZlraaq3NkKcqjY7yjdDb448dhQr3l7Xd3UFyPHT0 Scale = 1:131.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 31 32 33 3x6 5x8 8x8 5x6 6x6 6x6 4x6 3x4 5x6 3x4 2x4 2x4 2x4 3x6 12x12 3x12 8x8 4x6 6x10 4x6 4x8 4x8 5x6 4x6 4x6 2x4 Job B17702628 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484115 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:34 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-UcAyzBbCbMVbymPv5rTyAR8ERY0H9JMuMBMc0hyPHT? Scale = 1:131.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 31 32 33 3x6 6x6 8x8 5x6 6x6 6x6 4x6 3x4 5x6 3x4 3x4 2x4 2x4 3x8 8x8 4x8 8x8 4x6 4x6 4x8 4x8 5x6 4x6 4x6 2x4 Job B17702628 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484116 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:35 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-yokKAXcqMgdSaw_5fY_BiehRtyLSumK1br6AY7yPHT_ Scale = 1:133.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 31 32 33 34 35 3x8 5x6 8x8 5x6 6x6 6x6 4x6 3x4 5x6 3x4 2x4 2x4 2x4 3x8 6x10 5x6 4x6 4x10 6x10 4x6 4x8 4x8 5x6 4x6 4x6 2x4 4x8 Job B17702628 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484117 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:36 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-Q?IiOtcS7_lJB3ZIDGVQFsDZSLhWdFzBpVrj4ayPHSz Scale = 1:106.9 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 3x4 5x6 6x16 6x6 6x6 4x6 3x6 3x6 3x8 5x12 4x6 10x10 4x6 4x8 4x8 5x6 4x6 4x6 2x4 4x8 4x6 4x6 3x6 7-6-0 7-6-0 15-2-2 7-8-2 Job B17702628 Truss T09 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484118 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:36 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-Q?IiOtcS7_lJB3ZIDGVQFsDcyLlAdJRBpVrj4ayPHSz Scale = 1:91.8 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 21 15 14 3x6 8x8 3x6 4x8 3x4 3x4 2x4 2x4 3x6 2x4 4x8 3x6 3x6 2x4 4x8 3x8 5x12 3x6 4x10 6-5-8 6-5-8 12-7-8 6-2-0 14-11-0 2-3-8 16-10-0 1-11-0 20-10-12 4-0-12 25-3-0 Job B17702628 Truss T10 Truss Type COMMON Qty 6 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484119 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:37 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-uBs4bDd5uHtApD8Unz1fo3mrYl20MqEK29bGc0yPHSy Scale = 1:86.5 1 23 4 5 6 7 8 9 10 11 23 24 14 25 13 26 12 27 28 3x6 4x6 3x6 5x8 3x4 3x6 3x6 2x4 3x6 2x4 5x8 3x4 8-6-3 8-6-3 16-8-13 8-2-11 25-3-0 8-6-3 -0-10-8 0-10-8 6-0-0 6-0-0 12-7-8 6-7-8 19-3-0 6-7-8 25-3-0 6-0-0 26-1-8 0-10-8 0-8-14 11-3-2 0-8-14 10.00 12 Job B17702628 Truss T11 Truss Type Common Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484120 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:37 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-uBs4bDd5uHtApD8Unz1fo3mo6l3sMlwK29bGc0yPHSy Scale = 1:78.0 12 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 3x6 3x8 4x6 4x6 3x4 3x8 3x8 3x4 10-5-8 10-5-8 20-11-0 10-5-8 -0-10-8 0-10-8 5-4-8 5-4-8 10-5-8 5-1-0 15-6-8 5-1-0 20-11-0 5-4-8 21-9-8 0-10-8 1-4-14 10-1-7 1-4-14 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 Job B17702628 Truss T12 Truss Type ROOF SPECIAL Qty 5 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484121 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:38 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-MNQSoZejfb?1RNjgKhYuKHJ0e9SM5B9UHpKq8SyPHSx Scale: 3/16"=1’ 1 2 3 4 8 7 6 5 3x6 4x6 5x6 2x4 2x4 4x8 5x6 3x6 4-4-0 4-4-0 10-1-6 5-9-6 12-11-0 2-9-10 4-4-0 4-4-0 10-1-6 5-9-6 12-11-0 2-9-10 2-6-1 6-1-6 8-2-8 1-0-11 2-1-2 10.00 12 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job B17702628 Truss T13 Truss Type Common Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484122 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:38 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-MNQSoZejfb?1RNjgKhYuKHJ?W9W85KSUHpKq8SyPHSx Scale = 1:49.4 1 2 3 6 5 4 3x6 4x6 4x6 2x4 3x8 2x4 4-4-0 4-4-0 9-4-6 5-0-6 4-4-0 4-4-0 9-4-6 5-0-6 2-6-1 6-1-6 1-11-1 10.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC Job B17702628 Truss T14 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484123 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:39 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-ra_r0vfLQv8u3XItuO37tUr67ZgKqgYdWT4NhvyPHSw Scale = 1:87.4 1 2 3 4 5 6 7 8 14 13 12 11 10 15 16 17 9 4x6 4x8 6x6 4x6 3x6 2x4 3x8 3x6 5x8 3x6 4x6 3x6 3x4 5-7-2 5-7-2 10-11-7 5-4-5 19-10-11 8-11-4 27-11-8 8-0-13 5-7-2 5-7-2 10-11-7 5-4-5 16-0-0 5-0-9 22-11-8 6-11-8 27-11-8 5-0-0 28-10-0 0-10-8 2-6-1 7-0-1 Job B17702628 Truss T15 Truss Type Common Qty 9 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484124 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:39 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-ra_r0vfLQv8u3XItuO37tUr6jZjDqiIdWT4NhvyPHSw Scale = 1:91.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x4 4x6 3x6 3x6 3x6 3x6 4x6 3x6 4x6 3x6 3x4 8-0-13 8-0-13 15-10-3 7-9-5 23-11-0 8-0-13 5-0-0 5-0-0 11-11-8 6-11-8 18-11-0 6-11-8 23-11-0 5-0-0 24-9-8 0-10-8 1-4-14 11-4-7 1-4-14 10.00 12 LOADING (psf) TCLL TCDL Job B17702628 Truss T16 Truss Type Common Qty 7 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484125 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:40 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-JmYDDFgzBCGlght3S5aMPiOHTz3SZ8Ymk7pxDLyPHSv Scale = 1:91.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x6 4x6 3x4 3x6 3x6 3x6 4x6 3x6 4x6 3x4 3x6 8-0-13 8-0-13 15-10-3 7-9-5 23-11-0 8-0-13 -0-10-8 0-10-8 5-0-0 5-0-0 11-11-8 6-11-8 18-11-0 6-11-8 23-11-0 5-0-0 1-4-14 11-4-7 1-4-14 10.00 12 LOADING (psf) TCLL TCDL Job B17702628 Truss T17 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484126 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:40 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-JmYDDFgzBCGlght3S5aMPiOEPz7ZZ3Xmk7pxDLyPHSv Scale = 1:77.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 3x6 5x8 4x6 4x6 3x6 3x6 4x8 3x6 3x6 3x6 3x6 2x4 4x10 5x6 5x6 3x6 7-0-5 7-0-5 9-8-0 2-7-11 17-3-12 7-7-12 23-4-8 6-0-12 30-6-4 7-1-12 7-0-5 7-0-5 9-8-0 2-7-11 17-3-12 7-7-12 23-4-8 Job B17702628 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484127 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:41 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-ny5bRagbxWObIrRF0p5byvxSPMLlISxwznZUlnyPHSu Scale = 1:131.3 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 29 30 31 3x6 8x8 8x8 5x6 6x6 6x6 4x6 3x4 5x6 3x4 2x4 2x4 2x4 3x8 8x8 5x12 6x16 4x6 4x8 4x8 5x6 4x6 4x6 2x4 4x8 Job B17702628 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484128 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:42 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-F9fzewhDiqWSw_0SZWcqV7TXSmi21wQ3CRI1HEyPHSt Scale = 1:131.3 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 29 30 31 32 33 34 4x6 8x8 8x8 5x6 6x6 6x6 4x6 3x4 5x6 3x4 2x4 2x4 2x4 3x8 8x10 6x10 6x16 4x6 4x8 4x8 5x8 4x8 4x6 Job B17702628 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 407 Village of West Clay Job Reference (optional) I31484129 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:43 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-jLDLsGirT7eJX8be7E731K0lJA9MmRkDQ42bqgyPHSs Scale = 1:81.5 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 19 4x8 4x6 4x8 3x8 4x8 8x8 3x12 8x8 3x12 8x8 3x8 5-4-8 5-4-8 10-5-8 5-1-0 15-6-8 5-1-0 20-11-0 5-4-8 5-4-8 5-4-8 10-5-8 5-1-0 15-6-8 5-1-0 20-11-0 5-4-8 1-4-14 10-1-7 1-4-14 10.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [5:0-3-4,0-1-8], [7:0-3-8,0-4-0], [10:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL Job B17702628 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 407 Village of West Clay Job Reference (optional) I31484129 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:43 2017 Page 2 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-jLDLsGirT7eJX8be7E731K0lJA9MmRkDQ42bqgyPHSs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 9=-1022(B) 8=-1022(B) 12=-1027(B) 13=-1022(B) 14=-1022(B) 15=-1022(B) 16=-1022(B) 17=-1086(B) 18=-1086(B) 19=-1086(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17702628 Truss TG04 Truss Type Roof Special Girder Qty 2 Ply 2 Wedgewood 407 Village of West Clay Job Reference (optional) I31484130 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:43 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-jLDLsGirT7eJX8be7E731K0uAABFmT_DQ42bqgyPHSs Scale: 3/16"=1’ 1 2 3 4 8 7 6 5 9 3x6 4x6 4x6 2x4 2x4 4x8 6x6 3x6 4-4-0 4-4-0 10-1-6 5-9-6 12-11-0 2-9-10 4-4-0 4-4-0 10-1-6 5-9-6 12-11-0 2-9-10 2-6-1 6-1-6 8-2-8 1-0-11 2-1-2 10.00 12 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Job B17702628 Truss TG05 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 407 Village of West Clay Job Reference (optional) I31484131 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:44 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-BXnj3cjUERmA9IAqhxfIaYZ4xaZQV2IMfkn8M6yPHSr Scale = 1:13.7 1 2 4 3 5 2x4 3x4 2x4 4x6 3-3-8 3-3-8 3-3-8 3-3-8 1-8-9 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) Job B17702628 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484132 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:44 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-BXnj3cjUERmA9IAqhxfIaYZ3YaZMV_uMfkn8M6yPHSr Scale = 1:84.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-10-9 24-10-9 24-10-13 0-0-5 12-5-7 12-5-7 24-10-13 12-5-7 0-0-4 10-4-8 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 Job B17702628 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484133 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:45 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-fkL6Gyj6?lu1nSl0FfAX6l5EE_uCETqWuOXiuYyPHSq Scale = 1:70.9 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 20-10-13 20-10-9 10-5-7 10-5-7 20-10-13 10-5-7 0-0-4 8-8-8 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job B17702628 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484134 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:45 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-fkL6Gyj6?lu1nSl0FfAX6l5Ds_s8ET7WuOXiuYyPHSq Scale = 1:57.6 1 2 3 4 5 3x4 9 10 8 7 11 6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 16-10-13 16-10-9 8-5-7 8-5-7 16-10-13 8-5-7 0-0-4 7-0-8 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job B17702628 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484135 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:46 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-8wvUUIkkm20uOcKDoMhmfzeLONGszxBf72GFQ?yPHSp Scale = 1:42.6 1 2 3 4 5 3x4 8 7 6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 12-10-13 12-10-9 6-5-7 6-5-7 12-10-13 6-5-7 0-0-4 5-4-8 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. Job B17702628 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484136 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:46 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-8wvUUIkkm20uOcKDoMhmfzeNuNEKzxnf72GFQ?yPHSp Scale = 1:31.1 1 2 3 3x6 4 4x6 3x6 2x4 0-0-5 0-0-5 8-10-13 8-10-9 4-5-7 4-5-7 8-10-13 4-5-7 0-0-4 3-8-8 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 Job B17702628 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484137 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:46 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-8wvUUIkkm20uOcKDoMhmfzePGNGvzyQf72GFQ?yPHSp Scale = 1:15.6 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 4-10-13 4-10-9 2-5-7 2-5-7 4-10-13 2-5-7 0-0-4 2-0-8 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 Job B17702628 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484138 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:47 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-c6TshelMXM8l0mvPM4C?BABaHnbWiPUoLi0ozRyPHSo Scale = 1:22.7 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 6-2-13 6-2-9 3-1-7 3-1-7 6-2-13 3-1-7 0-0-4 2-7-3 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 Job B17702628 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484139 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:47 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-c6TshelMXM8l0mvPM4C?BABZHnYViNboLi0ozRyPHSo Scale = 1:58.0 1 2 3 4 5 3x4 9 10 8 7 11 6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 17-0-10 17-0-5 8-6-5 8-6-5 17-0-10 8-6-5 0-0-4 7-1-4 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job B17702628 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484140 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:47 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-c6TshelMXM8l0mvPM4C?BABZKnc5iOWoLi0ozRyPHSo Scale = 1:43.1 1 2 3 4 5 3x4 8 7 6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-0-5 13-0-5 13-0-10 0-0-5 6-6-5 6-6-5 13-0-10 6-6-5 0-0-4 5-5-4 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. Job B17702628 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484141 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:48 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-4J1Ev_m_IgGcevUbwnjEkOjiDBvhRrEyaMlMVtyPHSn Scale = 1:31.6 1 2 3 3x6 4 4x6 3x6 2x4 0-0-5 0-0-5 9-0-10 9-0-5 4-6-5 4-6-5 9-0-10 4-6-5 0-0-4 3-9-4 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 Job B17702628 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484142 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:48 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-4J1Ev_m_IgGcevUbwnjEkOjlaBxFRsvyaMlMVtyPHSn Scale = 1:19.0 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 5-0-10 5-0-5 2-6-5 2-6-5 5-0-10 2-6-5 0-0-4 2-1-4 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 Job B17702628 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484143 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:48 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-4J1Ev_m_IgGcevUbwnjEkOjhqBvgRrYyaMlMVtyPHSn Scale = 1:32.9 1 2 3 3x6 5 4 4x6 2x4 2x4 2x4 8-8-9 8-8-9 5-2-2 5-2-2 8-8-9 3-6-8 0-0-4 4-1-13 4-3-12 4-1-13 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.21 0.11 Job B17702628 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484144 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:49 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-YVac6Kmc3zOTF33oUUETHbGsHbCPAIj5p0Vv1KyPHSm Scale = 1:33.0 1 2 3 4 3x6 7 6 5 4x6 4x6 2x4 2x4 2x4 2x4 0-0-5 0-0-5 5-2-2 5-1-13 6-8-9 1-6-8 5-2-2 5-2-2 5-9-12 0-7-10 6-8-9 0-10-14 0-0-4 4-1-13 4-3-12 3-6-12 4-1-13 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job B17702628 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484145 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:49 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-YVac6Kmc3zOTF33oUUETHbGtFbGTAJz5p0Vv1KyPHSm Scale = 1:20.9 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 4-8-9 4-8-9 3-5-15 3-5-15 4-8-9 1-2-11 0-0-4 2-10-15 1-10-12 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.18 Job B17702628 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 407 Village of West Clay Job Reference (optional) I31484146 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Oct 27 07:25:50 2017 Page 1 ID:9T3YkvVaVDmZ85demNF5?VzTTcF-0h8?KfnEqHWKtDe_1Cmippo73?davmnF1gETZmyPHSl Scale = 1:10.8 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 2-8-9 2-8-5 1-5-15 1-5-15 2-8-9 1-2-11 0-0-4 1-2-15 0-0-4 10.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.05 edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) ' 2012 MiTekﬁ All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=87/2-11-4, 3=87/2-11-4 Max Horz 1=-21(LC 4) Max Uplift1=-3(LC 6), 3=-3(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=118/4-8-5, 4=26/4-8-5, 5=190/4-8-5 Max Horz 1=80(LC 5) Max Uplift1=-11(LC 7), 4=-36(LC 7), 5=-12(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 4, 5. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.44 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-8-9 oc purlins, 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. All bearings 6-8-5. (lb) - Max Horz 1=132(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 7 except 6=-158(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=441(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-278/134 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 5, 7 except (jt=lb) 6=158. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=156/8-8-5, 4=174/8-8-5, 5=465/8-8-5 Max Horz 1=120(LC 6) Max Uplift4=-35(LC 4), 5=-78(LC 6) Max Grav 1=156(LC 1), 4=189(LC 11), 5=465(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-266/164 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 0.11 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=97/5-0-1, 3=97/5-0-1, 4=147/5-0-1 Max Horz 1=-41(LC 4) Max Uplift1=-14(LC 7), 3=-17(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 0.21 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=174/9-0-1, 3=174/9-0-1, 4=311/9-0-1 Max Horz 1=80(LC 5) Max Uplift1=-17(LC 6), 3=-21(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 TC BC WB (Matrix) 0.21 0.11 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-0-1. (lb) - Max Horz 1=-119(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-113(LC 6), 6=-112(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=301(LC 10), 6=301(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 5 except (jt=lb) 8=113, 6=112. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.34 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 17-0-1. (lb) - Max Horz 1=157(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-141(LC 6), 6=-141(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=390(LC 1), 9=443(LC 10), 6=443(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-287/188, 4-6=-289/189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=141 , 6=141. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=114/6-2-4, 3=114/6-2-4, 4=207/6-2-4 Max Horz 1=53(LC 5) Max Uplift1=-12(LC 7), 3=-16(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 0.10 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=93/4-10-4, 3=93/4-10-4, 4=142/4-10-4 Max Horz 1=40(LC 5) Max Uplift1=-13(LC 7), 3=-16(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 0.20 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=171/8-10-4, 3=171/8-10-4, 4=306/8-10-4 Max Horz 1=-78(LC 4) Max Uplift1=-16(LC 6), 3=-21(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 TC BC WB (Matrix) 0.41 0.11 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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 12-10-4. (lb) - Max Horz 1=-117(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-112(LC 6), 6=-112(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=300(LC 10), 6=300(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 5 except (jt=lb) 8=112, 6=112. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.33 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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 16-10-4. (lb) - Max Horz 1=156(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-140(LC 6), 6=-140(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=391(LC 1), 9=436(LC 10), 6=436(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-285/186, 4-6=-286/187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=140 , 6=140. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.20 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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. WEBS 1 Row at midpt 4-10 REACTIONS. All bearings 20-10-4. (lb) - Max Horz 1=-195(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-127(LC 6), 9=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=416(LC 1), 11=428(LC 10), 13=258(LC 1), 9=428(LC 11), 8=258(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/177, 5-9=-267/177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 11=127, 9=127. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.17 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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. WEBS 1 Row at midpt 4-10 REACTIONS. All bearings 24-10-4. (lb) - Max Horz 1=233(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 12=-119(LC 6), 13=-127(LC 6), 9=-119(LC 7), 8=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=399(LC 1), 12=498(LC 10), 13=418(LC 1), 9=498(LC 11), 8=418(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-253/168, 2-13=-262/174, 5-9=-253/167, 6-8=-262/174 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 12=119, 13=127, 9=119, 8=127. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 in -0.00 -0.01 0.00 0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=272/Mechanical, 3=311/Mechanical Max Uplift4=-20(LC 3), 3=-22(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 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) 4, 3. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 343 lb down and 21 lb up at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-343(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.29 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.08 0.03 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=720/0-3-8, 8=581/0-3-8 Max Horz 8=-204(LC 11) Max Uplift5=-53(LC 6), 8=-28(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-517/75, 2-3=-552/65, 3-4=-2353/158, 4-5=-714/55, 1-8=-567/48 BOT CHORD 7-9=-79/1632, 6-9=-79/1631 WEBS 2-7=0/313, 3-7=-1309/227, 3-6=-12/1165, 1-7=-12/367, 4-6=-101/1890 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 8. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 34 lb up at 9-5-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 6-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 9=-290(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.41 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.20 0.02 0.05 (loc) 8-10 8-10 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 256 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-8,4-7,2-8,2-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=6360/0-3-8, 6=5708/0-3-8 Max Horz 11=237(LC 4) Max Uplift11=-266(LC 5), 6=-294(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6097/303, 2-3=-4543/327, 3-4=-4543/326, 4-5=-6128/346, 1-11=-4860/235, 5-6=-4891/268 BOT CHORD 11-12=-250/537, 12-13=-250/537, 13-14=-250/537, 10-14=-250/537, 9-10=-236/4605, 9-15=-236/4605, 8-15=-236/4605, 8-16=-190/4630, 16-17=-190/4630, 7-17=-190/4630, 7-18=-50/510, 18-19=-50/510, 6-19=-50/510 WEBS 3-8=-320/5387, 4-8=-1807/247, 4-7=-113/2056, 2-8=-1771/199, 2-10=-49/2009, 1-10=-130/4159, 5-7=-158/4211 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) except (jt=lb) 11=266, 6=294. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1027 lb down and 39 lb up at 0-8-4, 1022 lb down and 42 lb up at 2-8-4, 1022 lb down and 42 lb up at 4-8-4, 1022 lb down and 42 lb up at 6-8-4, 1022 lb down and 42 lb up at 8-8-4, 1022 lb down and 42 lb up at 10-8-4, 1022 lb down and 42 lb up at 12-8-4, 1086 lb down and 73 lb up at 14-8-4, and 1086 lb down and 73 lb up at 16-8-4, and 1086 lb down and 73 lb up at 18-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 2x4 4x8 4x6 4x6 3x6 2-2-0 2-2-0 10-7-0 8-5-0 14-5-0 3-10-0 16-3-0 1-10-0 25-4-13 9-1-13 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 2-2-0 2-2-0 10-7-0 8-5-0 15-2-2 4-7-2 20-3-8 5-1-5 25-4-13 5-1-5 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 50-1-4 1-2-8 8-0-1 9-9-10 12-0-0 0-10-3 2-0-0 1-0-0 1-0-0 12-0-0 10.00 12 4.00 12 Plate Offsets (X,Y)-- [12:0-3-14,0-5-6], [16:0-3-8,0-2-0], [17:0-3-8,0-2-0], [23:0-7-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.92 0.87 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.43 -0.87 0.12 0.09 (loc) 19-20 19-20 16 19-20 l/defl >983 >488 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 299 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-24,26-27: 2x4 SPF-S Stud, 18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-23,2-22,5-20,5-19,6-19,8-17,20-22: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 3-6-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-3 max.): 1-3, 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 2-23 10-0-0 oc bracing: 20-21 WEBS 1 Row at midpt 1-25, 3-22, 5-19, 7-17, 8-16 REACTIONS. (lb/size) 25=1852/0-3-8, 16=2810/0-5-8, 12=302/0-10-0 Max Horz 25=-349(LC 3) Max Uplift25=-254(LC 3), 16=-493(LC 4), 12=-209(LC 4) Max Grav 25=1852(LC 1), 16=2810(LC 1), 12=341(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-1849/142, 1-2=-573/105, 2-3=-2114/259, 3-4=-2459/369, 4-30=-1842/316, 30-31=-1838/315, 5-31=-1836/314, 5-6=-1330/214, 6-7=-1773/297, 7-8=-1330/210, 8-9=-65/830, 9-10=-87/720, 10-11=-81/291, 11-12=-145/271 BOT CHORD 2-23=-1694/418, 23-32=-23/598, 22-32=-24/593, 4-20=-25/911, 20-33=-77/1754, 33-34=-77/1754, 19-34=-77/1754, 18-19=0/1209, 17-18=0/1209, 16-17=-723/199 WEBS 23-25=0/372, 1-23=-158/2019, 2-22=-262/1935, 3-22=-1485/234, 3-20=-517/115, 5-19=-974/269, 6-19=-181/930, 7-19=0/411, 7-17=-1275/156, 8-17=-192/2273, 8-16=-2350/384, 10-16=-769/348, 10-14=-66/266, 20-22=-84/2314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=254, 16=493, 12=209. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-30=-60, 30-31=-310, 6-31=-60, 6-7=-60, 7-13=-60, 24-25=-20, 23-32=-60, 21-32=-20, 20-33=-20, 33-34=-60, 12-34=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 4x6 4x6 3x6 2-2-0 2-2-0 8-7-0 6-5-0 14-5-0 5-10-0 16-3-0 1-10-0 25-4-13 9-1-13 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 2-2-0 2-2-0 8-7-0 6-5-0 15-2-2 6-7-2 20-3-8 5-1-5 25-4-13 5-1-5 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 50-1-4 1-2-8 6-4-1 9-9-10 12-0-0 0-10-3 2-0-0 1-0-0 1-0-0 12-0-0 10.00 12 4.00 12 Plate Offsets (X,Y)-- [12:0-3-14,0-5-6], [17:0-3-8,0-2-0], [23:0-6-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 1.00 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.41 -0.82 0.09 0.06 (loc) 19-20 19-20 12 19-20 l/defl >999 >520 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 292 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-24,26-27: 2x4 SPF-S Stud, 18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-20,5-19,6-19,8-17,20-22: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 3-6-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-12 max.): 1-3, 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 20-21 WEBS 1 Row at midpt 1-25, 5-20, 5-19, 7-17, 8-16 REACTIONS. (lb/size) 25=1423/0-3-8, 16=2434/0-5-8, 12=342/0-10-0 Max Horz 25=-329(LC 3) Max Uplift25=-84(LC 3), 16=-180(LC 4), 12=-122(LC 4) Max Grav 25=1423(LC 1), 16=2434(LC 1), 12=384(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-1386/82, 1-2=-557/75, 2-3=-1835/97, 3-4=-1834/131, 4-5=-1325/152, 5-6=-1024/125, 6-7=-1375/179, 7-8=-1047/146, 8-9=0/716, 9-10=0/606, 11-12=-255/164 BOT CHORD 2-23=-1311/200, 22-23=-46/579, 4-20=0/733, 20-30=0/1249, 30-31=0/1249, 19-31=0/1249, 18-19=0/936, 17-18=0/936, 16-17=-614/89 WEBS 23-25=-21/340, 1-23=-74/1496, 2-22=-38/1590, 3-22=-1137/116, 3-20=-653/139, 5-19=-540/90, 6-19=-83/621, 7-19=0/330, 7-17=-1031/35, 8-17=0/1823, 8-16=-1980/213, 10-16=-757/143, 10-14=0/266, 20-22=-44/1967 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25 except (jt=lb) 16=180, 12=122. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 6-0-12 30-6-4 7-1-12 31-8-12 1-2-8 10-0-0 7-8-9-1-10 12 0-10-3 10-0-0 10.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-3-0], [2:0-4-4,0-2-0], [8:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.48 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.18 0.27 0.08 (loc) 14-15 14-15 11 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-15,1-14,2-14,4-13: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 3-9-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-14 REACTIONS. (lb/size) 11=1364/0-5-8, 8=530/0-10-0, 17=739/0-3-0 Max Horz 17=-293(LC 7) Max Uplift11=-262(LC 5), 8=-300(LC 5), 17=-14(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-294/262, 2-3=-433/317, 3-4=-453/241, 6-7=-516/482, 7-8=-594/459 BOT CHORD 13-14=-14/359, 10-11=-387/489, 8-10=-387/489 WEBS 1-14=0/465, 4-13=0/567, 4-11=-926/173, 6-11=-676/390, 6-10=-150/270, 1-17=-755/37 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 11=262, 8=300. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.75 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.32 0.04 0.02 (loc) 9-11 9-11 8 9-11 l/defl >999 >898 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-9,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-8 REACTIONS. (lb/size) 12=1106/0-3-8, 8=1042/Mechanical Max Horz 12=282(LC 5) Max Uplift12=-61(LC 6), 8=-30(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1104/168, 4-5=-963/217, 5-6=-1107/217 BOT CHORD 11-12=-99/823, 11-13=-1/594, 10-13=-1/594, 10-14=-1/594, 9-14=-1/594, 8-9=-9/828 WEBS 5-9=-92/471, 5-11=-93/466, 3-12=-1097/23, 6-8=-1110/55 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.75 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.32 0.04 0.02 (loc) 9-11 9-11 8 9-11 l/defl >999 >898 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-9,3-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 5-8 REACTIONS. (lb/size) 12=1042/0-5-8, 8=1106/0-3-8 Max Horz 12=-282(LC 4) Max Uplift12=-30(LC 6), 8=-61(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1107/217, 3-4=-963/217, 4-5=-1104/168 BOT CHORD 11-12=-88/828, 11-13=0/594, 10-13=0/594, 10-14=0/594, 9-14=0/594, 8-9=0/823 WEBS 3-9=-93/466, 3-11=-92/471, 2-12=-1110/55, 5-8=-1097/23 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 11-4-7 1-4-14 7-0-1 10.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-4-0,0-1-4], [3:0-2-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.93 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.58 0.04 0.05 (loc) 10-12 10-12 9 10-12 l/defl >953 >573 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-12,4-12,4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-9 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-9 REACTIONS. (lb/size) 14=1275/0-3-8, 9=1315/0-3-8 Max Horz 14=-296(LC 4) Max Uplift14=-52(LC 6), 9=-63(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1220/135, 2-3=-1341/175, 3-4=-1806/316, 4-5=-1247/234, 5-6=-1391/185, 1-14=-1222/109 BOT CHORD 13-14=-242/295, 13-15=-73/870, 12-15=-73/870, 12-16=0/811, 11-16=0/811, 11-17=0/811, 10-17=0/811, 9-10=0/1022 WEBS 2-12=-31/748, 3-12=-1399/279, 4-12=-182/1233, 4-10=-83/477, 1-13=0/892, 6-9=-1392/37 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 WB (Matrix) 0.34 0.16 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=363/0-3-8, 4=363/Mechanical Max Horz 6=-93(LC 4) Max Uplift6=-19(LC 7), 4=-9(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-285/67, 2-3=-302/61, 1-6=-327/58, 3-4=-318/55 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.40 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.15 0.11 0.03 (loc) 6-7 6-7 5 6 l/defl >999 >984 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=505/0-3-8, 8=505/0-3-8 Max Horz 8=-206(LC 4) Max Uplift5=-27(LC 7), 8=-20(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-425/81, 2-3=-463/72, 3-4=-1558/96, 4-5=-498/41, 1-8=-477/53 BOT CHORD 6-7=-28/1087 WEBS 3-7=-830/168, 3-6=0/626, 4-6=-43/1246, 1-7=-5/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 8. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.61 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.38 0.02 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >657 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=668/0-3-8, 8=668/0-3-8 Max Horz 11=-162(LC 4) Max Uplift11=-38(LC 6), 8=-38(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-543/104, 4-5=-543/104, 2-11=-252/99, 6-8=-252/99 BOT CHORD 11-12=-47/439, 12-13=-47/439, 10-13=-47/439, 9-10=-47/439, 9-14=0/439, 14-15=0/439, 8-15=0/439 WEBS 4-9=-65/412, 3-11=-447/10, 5-8=-447/10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.29 0.66 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.35 0.04 0.03 (loc) 12-14 12-14 10 14-17 l/defl >999 >862 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=1266/0-3-8, 10=1266/0-3-8 Max Horz 2=-247(LC 4) Max Uplift2=-63(LC 6), 10=-63(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-730/0, 3-4=-1505/133, 4-5=-1383/185, 5-6=-1254/231, 6-7=-1254/231, 7-8=-1383/185, 8-9=-1505/133, 9-10=-730/0 BOT CHORD 2-23=-62/1090, 23-24=-62/1090, 14-24=-62/1090, 14-25=0/736, 13-25=0/736, 13-26=0/736, 12-26=0/736, 12-27=0/1090, 27-28=0/1090, 10-28=0/1090 WEBS 6-12=-106/664, 8-12=-309/216, 6-14=-106/664, 4-14=-309/216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 6) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 4-4-4 -0-10-8 0-10-8 6-5-8 6-5-8 12-7-8 6-2-0 14-11-0 2-3-8 16-10-0 1-11-0 20-10-12 4-0-12 25-3-0 4-4-4 26-1-8 0-10-8 0-8-14 11-3-2 0-8-14 2-0-0 10.00 12 Plate Offsets (X,Y)-- [2:0-4-5,Edge], [12:0-4-5,Edge], [14:0-3-8,0-1-8], [16:0-6-8,0-4-0], [17:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.51 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 0.12 0.03 (loc) 16 16-17 12 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-15: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 4-19,6-19,6-17: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-1-13, Right 2x4 SPF-S Stud 2-9-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 4-19, 6-19 REACTIONS. (lb/size) 2=1137/0-3-8, 12=1082/0-3-8 Max Horz 2=255(LC 5) Max Uplift2=-63(LC 6), 12=-63(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1361/85, 3-4=-1156/115, 4-5=-931/150, 5-6=-803/193, 6-7=-1150/218, 7-8=-1224/171, 8-9=-1487/124, 9-10=-1554/97, 10-11=-1266/105, 11-12=-1337/85 BOT CHORD 2-21=-42/950, 20-21=-42/950, 19-20=-42/950, 16-17=0/1147, 8-16=0/579, 12-14=0/930 WEBS 4-20=0/273, 4-19=-469/168, 8-17=-650/90, 14-16=0/1039, 10-14=-434/48, 17-19=0/814, 6-17=-6/1142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 16-3-0 1-0-14 25-4-13 9-1-13 28-0-8 2-7-11 35-8-4 7-7-12 41-9-0 6-0-12 48-10-12 7-1-12 7-6-0 7-6-0 14-7-0 7-1-0 15-2-2 0-7-2 20-3-8 5-1-5 25-4-13 5-1-5 28-0-8 2-7-11 34-10-12 6-10-4 35-8-4 0-9-8 41-9-0 6-0-12 48-10-12 7-1-12 50-1-4 1-2-8 11-4-1 9-9-10 12-0-0 0-10-3 2-0-0 12-0-0 10.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-8], [12:0-3-14,0-5-6], [17:0-3-8,0-2-0], [20:0-3-12,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.76 0.75 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.81 0.06 0.07 (loc) 19-20 19-20 12 21 l/defl >999 >530 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 312 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 7-19,7-17,8-16,10-16,10-14,20-23: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-8-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-4 max.): 1-3, 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 1-23, 2-23, 5-19, 7-17, 8-16, 3-20 2 Rows at 1/3 pts 1-25 REACTIONS. (lb/size) 25=1622/0-3-8, 16=2405/0-5-8, 12=379/0-10-0 Max Horz 25=-390(LC 4) Max Uplift25=-243(LC 4), 16=-226(LC 5), 12=-110(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-1439/267, 1-2=-857/207, 2-3=-1465/227, 3-4=-1546/252, 4-5=-1401/228, 5-6=-1083/213, 6-7=-1450/249, 7-8=-1123/174, 8-9=0/612, 9-10=-3/509 BOT CHORD 25-26=0/312, 24-26=0/312, 23-24=0/312, 4-20=-73/558, 20-27=0/1307, 27-28=0/1307, 19-28=0/1307, 18-19=0/1009, 17-18=0/1009, 16-17=-520/121 WEBS 1-23=-256/1522, 2-23=-1247/287, 2-20=-72/921, 5-19=-543/127, 6-19=-99/660, 7-19=0/296, 7-17=-1016/81, 8-17=-73/1798, 8-16=-1942/253, 10-16=-724/143, 10-14=0/266, 20-23=0/944, 3-20=-932/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=243, 16=226, 12=110. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 4x6 4x6 3x6 2-2-0 2-2-0 7-2-12 5-0-12 12-7-0 5-4-4 14-5-0 1-10-0 16-3-0 1-10-0 25-4-13 9-1-13 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 2-2-0 2-2-0 7-2-12 5-0-12 12-7-0 5-4-4 15-2-2 2-7-2 20-3-8 5-1-5 25-4-13 5-1-5 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 50-1-4 1-2-8 9-8-1 9-9-10 12-0-0 0-10-3 2-0-0 1-0-0 1-0-0 12-0-0 10.00 12 4.00 12 Plate Offsets (X,Y)-- [13:0-3-14,0-5-6], [18:0-3-8,0-2-0], [21:0-4-4,Edge], [23:0-1-8,0-1-12], [25:0-5-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.73 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.41 -0.82 0.09 0.06 (loc) 20-21 20-21 13 21 l/defl >999 >523 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 323 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 28-29: 2x4 SPF-S Stud, 19-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-27,1-25,2-24,6-21,6-20,7-20,9-18,3-23: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 3-6-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-0 max.): 1-4, 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 2-25 10-0-0 oc bracing: 21-22 WEBS 1 Row at midpt 1-27, 3-24, 4-23, 6-20, 8-18, 9-17 REACTIONS. (lb/size) 27=1603/0-3-8, 17=2474/0-5-8, 13=340/0-10-0 Max Horz 27=-369(LC 4) Max Uplift27=-197(LC 4), 17=-180(LC 5), 13=-121(LC 5) Max Grav 27=1603(LC 1), 17=2474(LC 1), 13=377(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-1565/119, 1-2=-339/125, 2-3=-1113/191, 3-4=-1472/223, 4-5=-1832/272, 5-6=-1395/235, 6-7=-1060/217, 7-8=-1421/255, 8-9=-1081/179, 9-10=0/723, 10-11=-8/613 BOT CHORD 2-25=-1364/282, 25-32=0/349, 24-32=0/349, 24-33=0/1113, 23-33=0/1113, 5-21=-98/914, 21-34=0/1305, 34-35=0/1305, 20-35=0/1305, 19-20=0/969, 18-19=0/969, 17-18=-621/120 WEBS 25-27=-19/328, 1-25=-50/1517, 2-24=-167/1438, 3-24=-975/211, 4-23=-1028/80, 4-21=-339/161, 6-20=-584/91, 7-20=-93/651, 8-20=0/336, 8-18=-1055/85, 9-18=-80/1871, 9-17=-2019/267, 11-17=-757/143, 11-15=0/266, 21-23=0/1725, 3-23=-79/673 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=197, 17=180, 13=121. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 4x8 4x6 4x6 5x12 3x6 2-2-0 2-2-0 6-7-0 4-5-0 10-9-0 4-2-0 14-5-0 3-8-0 16-3-0 1-10-0 25-4-13 9-1-13 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 2-2-0 2-2-0 6-7-0 4-5-0 10-9-0 4-2-0 15-2-2 4-5-2 20-3-8 5-1-5 25-4-13 5-1-5 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 50-1-4 1-2-8 4-8-1 9-9-10 12-0-0 0-10-3 2-0-0 1-0-0 1-0-0 12-0-0 10.00 12 4.00 12 Plate Offsets (X,Y)-- [13:0-3-14,0-5-6], [18:0-3-8,0-2-0], [21:0-6-0,0-3-4], [25:0-3-8,0-2-0], [26:0-5-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.73 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.41 -0.81 0.11 0.07 (loc) 20-21 20-21 13 24 l/defl >999 >524 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 291 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-27,23-29: 2x4 SPF-S Stud, 19-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-21,6-20,7-20,9-18: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 3-6-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-11 max.): 1-3, 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 21-22 WEBS 1 Row at midpt 6-21, 6-20, 8-18, 9-17 REACTIONS. (lb/size) 28=1422/0-3-8, 17=2437/0-5-8, 13=340/0-10-0 Max Horz 28=-308(LC 4) Max Uplift28=-51(LC 6), 17=-180(LC 5), 13=-122(LC 5) Max Grav 28=1422(LC 1), 17=2437(LC 1), 13=384(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-1382/104, 1-2=-830/105, 2-3=-2197/212, 3-4=-2087/236, 4-5=-1786/261, 5-6=-1319/237, 6-7=-1022/218, 7-8=-1373/256, 8-9=-1044/180, 9-10=0/721, 10-11=-8/611, 12-13=-254/169 BOT CHORD 2-26=-1254/144, 25-26=-108/865, 24-25=-127/2237, 5-21=-76/810, 21-32=0/1249, 32-33=0/1249, 20-33=0/1249, 19-20=0/933, 18-19=0/933, 17-18=-619/120 WEBS 26-28=-52/321, 1-26=-99/1577, 2-25=-130/1664, 3-25=-962/134, 3-24=-871/122, 4-24=-24/325, 6-20=-545/92, 7-20=-94/623, 8-20=0/331, 8-18=-1031/85, 9-18=-81/1826, 9-17=-1982/267, 11-17=-757/143, 11-15=0/266, 21-24=-12/1693, 4-21=-424/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28 except (jt=lb) 17=180, 13=122. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 4x8 4x6 4x6 3x6 2-2-0 2-2-0 4-7-0 2-5-0 9-6-0 4-11-0 14-5-0 4-11-0 16-3-0 1-10-0 25-4-13 9-1-13 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 2-2-0 2-2-0 4-7-0 2-5-0 9-6-0 4-11-0 15-2-2 5-8-2 20-3-8 5-1-5 25-4-13 5-1-5 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 50-1-4 1-2-8 3-0-1 9-9-10 12-0-0 0-10-3 2-0-0 1-0-0 1-0-0 12-0-0 10.00 12 4.00 12 Plate Offsets (X,Y)-- [13:0-3-14,0-5-6], [19:0-3-8,0-2-0], [21:0-4-4,Edge], [24:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.95 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.42 -0.85 0.15 0.09 (loc) 20-21 20-21 16 23-24 l/defl >999 >503 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 284 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-26,28-29: 2x4 SPF-S Stud, 18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-25,6-21,6-20,7-20,9-19: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 3-6-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-13 max.): 1-3, 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 21-22 WEBS 1 Row at midpt 3-23, 6-21, 6-20, 8-19, 9-16 REACTIONS. (lb/size) 27=1406/0-3-8, 16=2496/0-5-8, 13=298/0-10-0 Max Horz 27=-288(LC 4) Max Uplift27=-47(LC 6), 16=-180(LC 5), 13=-123(LC 5) Max Grav 27=1406(LC 1), 16=2496(LC 1), 13=354(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-1357/118, 1-2=-1717/153, 2-3=-3077/258, 3-4=-2262/222, 4-5=-1784/248, 5-6=-1294/237, 6-7=-980/215, 7-8=-1320/252, 8-9=-981/174, 9-10=0/844, 10-11=-17/734, 11-12=-115/298, 12-13=-178/277 BOT CHORD 2-25=-1055/105, 24-25=-224/1821, 23-24=-233/3162, 5-21=-53/759, 21-32=0/1215, 32-33=0/1215, 20-33=0/1215, 19-20=0/874, 18-19=-736/128, 17-18=-736/128, 16-17=-736/128, 15-16=-252/112, 13-15=-252/112 WEBS 25-27=-102/297, 1-25=-153/2128, 2-24=-117/1530, 3-24=-1007/129, 3-23=-1546/174, 4-23=0/395, 4-21=-553/171, 6-20=-562/91, 7-20=-91/590, 8-20=0/382, 8-19=-1068/90, 9-19=-85/1894, 9-16=-2036/271, 11-16=-774/142, 11-15=0/267, 21-23=-54/1815 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27 except (jt=lb) 16=180, 13=123. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 3-8-0 9-5-1 5-9-1 15-2-2 5-9-1 16-3-0 1-0-14 25-4-13 9-1-13 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 3-8-0 3-8-0 9-5-1 5-9-1 15-2-2 5-9-1 20-3-8 5-1-5 25-4-13 5-1-5 28-0-8 2-7-11 35-8-4 7-7-12 42-1-12 6-5-8 48-10-12 6-9-0 50-1-4 1-2-8 2-2-15 9-9-10 12-0-0 0-10-3 2-0-0 12-0-0 10.00 12 4.00 12 Plate Offsets (X,Y)-- [12:0-3-14,0-5-6], [17:0-3-8,0-2-0], [20:0-6-0,0-3-4], [25:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.77 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.81 0.08 0.06 (loc) 19-20 19-20 12 23-25 l/defl >999 >525 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 280 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-25,5-20,5-19,6-19,8-17: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 3-6-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-8 max.): 1-2, 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 5-20, 5-19, 7-17, 8-16 REACTIONS. (lb/size) 26=1437/0-3-8, 16=2428/0-5-8, 12=353/0-10-0 Max Horz 26=-279(LC 4) Max Uplift26=-42(LC 6), 16=-175(LC 5), 12=-123(LC 5) Max Grav 26=1437(LC 1), 16=2428(LC 1), 12=393(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-1391/117, 1-2=-2275/184, 2-3=-2029/197, 3-4=-1852/240, 4-5=-1344/229, 5-6=-1043/215, 6-7=-1399/251, 7-8=-1071/177, 8-9=0/687, 9-10=-4/577, 11-12=-277/139 BOT CHORD 25-26=-111/264, 24-25=-172/2362, 23-24=-172/2362, 4-20=-50/802, 20-27=0/1271, 27-28=0/1271, 19-28=0/1271, 18-19=0/959, 17-18=0/959, 16-17=-586/116 WEBS 1-25=-179/2552, 2-25=-1173/150, 2-23=-904/130, 5-19=-548/87, 6-19=-90/638, 7-19=0/319, 7-17=-1028/80, 8-17=-73/1817, 8-16=-1975/261, 10-16=-753/143, 10-14=0/266, 20-23=-64/1648 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26 except (jt=lb) 16=175, 12=123. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.70 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.26 0.04 0.02 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,5-13: 2x4 SPF No.2 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. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS. (lb/size) 14=1206/0-3-8, 10=1206/0-3-8 Max Horz 14=-270(LC 4) Max Uplift14=-63(LC 6), 10=-63(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/138, 3-4=-1219/180, 4-5=-1084/227, 5-6=-1084/227, 6-7=-1219/180, 7-8=-322/138, 2-14=-352/143, 8-10=-352/143 BOT CHORD 14-15=-72/918, 15-16=-72/918, 13-16=-72/918, 13-17=0/652, 12-17=0/652, 12-18=0/652, 11-18=0/652, 11-19=0/918, 19-20=0/918, 10-20=0/918 WEBS 5-11=-104/559, 5-13=-104/559, 3-14=-1063/1, 7-10=-1063/1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.70 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.26 0.04 0.03 (loc) 10-12 10-12 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-10,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-9 REACTIONS. (lb/size) 13=1207/0-3-8, 9=1144/0-3-8 Max Horz 13=265(LC 5) Max Uplift13=-62(LC 6), 9=-31(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/138, 3-4=-1221/179, 4-5=-1085/225, 5-6=-1088/225, 6-7=-1225/179, 7-8=-290/87, 2-13=-351/143, 8-9=-263/77 BOT CHORD 13-14=-87/920, 14-15=-87/920, 12-15=-87/920, 12-16=0/653, 11-16=0/653, 11-17=0/653, 10-17=0/653, 10-18=-28/925, 18-19=-28/925, 9-19=-28/925 WEBS 5-10=-104/566, 5-12=-104/559, 3-13=-1066/1, 7-9=-1099/44 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.66 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.30 0.04 0.02 (loc) 10-12 10-12 9 10-12 l/defl >999 >950 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-10,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-9 REACTIONS. (lb/size) 13=1176/0-3-8, 9=1065/Mechanical Max Horz 13=264(LC 5) Max Uplift13=-61(LC 6), 9=-30(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/138, 3-4=-1181/178, 4-5=-1046/224, 5-6=-994/222, 6-7=-1130/176, 2-13=-346/143 BOT CHORD 13-14=-92/891, 14-15=-92/891, 12-15=-92/891, 12-16=0/617, 11-16=0/617, 11-17=0/617, 10-17=0/617, 10-18=-30/835, 18-19=-30/835, 9-19=-30/835 WEBS 5-10=-101/462, 5-12=-104/576, 3-13=-1033/0, 7-9=-1119/52 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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 8-11-9. (lb) - Max Horz 2=-89(LC 4) 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) 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, 13, 14, 11, 10. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 BC WB (Matrix) 0.19 0.18 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 4 4 3 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 7-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=10/6-4-12, 3=180/6-4-12, 5=334/6-4-12 Max Horz 6=-121(LC 4) Max Uplift6=-49(LC 5), 3=-15(LC 7), 5=-35(LC 4) Max Grav 6=39(LC 4), 3=180(LC 1), 5=334(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 5. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 WB (Matrix) 0.19 0.20 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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=221/8-11-9, 4=221/8-11-9, 6=322/8-11-9 Max Horz 2=-89(LC 4) Max Uplift2=-33(LC 6), 4=-40(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 WB (Matrix) 0.29 0.59 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (lb/size) 4=3130/0-5-8, 6=3119/0-3-8 Max Horz 6=256(LC 5) Max Uplift4=-288(LC 5), 6=-6(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1464/7, 1-6=-1589/0 BOT CHORD 5-8=-135/1070, 4-8=-135/1070 WEBS 2-5=-97/2096, 2-4=-1837/231, 1-5=-17/1174 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 6 except (jt=lb) 4=288. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1119 lb down and 38 lb up at 0-1-12, 1111 lb down and 42 lb up at 2-4-12, 1111 lb down and 42 lb up at 4-4-12, and 1111 lb down and 42 lb up at 6-4-12, and 1119 lb down and 37 lb up at 8-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 4=-1119(F) 6=-1119(F) 5=-1111(F) 7=-1111(F) 8=-1111(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 CSI. TC BC WB (Matrix) 0.71 0.34 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.43 0.00 0.04 (loc) 5-6 5-6 5 5-6 l/defl >610 >245 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (lb/size) 6=484/0-3-8, 5=334/0-1-8 Max Horz 6=280(LC 5) Max Uplift6=-32(LC 6), 5=-101(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=101. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.34 0.28 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.03 0.00 0.01 (loc) 1 1 10 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-10 REACTIONS. All bearings 9-0-0. (lb) - Max Horz 17=280(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13, 14 except 17=-265(LC 4), 16=-415(LC 5) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14, 15, 16 except 17=513(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-310/178, 2-3=-338/198 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 10, 11, 12, 13, 14 except (jt=lb) 17=265, 16=415. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-11-0 23-11-0 -0-10-8 0-10-8 11-11-8 11-11-8 23-11-0 11-11-8 1-4-14 11-4-7 1-4-14 10.00 12 Plate Offsets (X,Y)-- [34:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.18 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.01 0.00 (loc) 1 1 22 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 185 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-31, 11-32, 10-33, 13-30, 14-29 REACTIONS. All bearings 23-11-0. (lb) - Max Horz 40=282(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24 except 40=-244(LC 4), 22=-186(LC 5), 39=-253(LC 5), 23=-196(LC 4) Max Grav All reactions 250 lb or less at joint(s) 22, 32, 33, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24, 23 except 40=309(LC 5), 31=309(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-28/298, 11-12=-30/309, 12-13=-31/309, 13-14=-30/298 WEBS 12-31=-327/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24 except (jt=lb) 40=244, 22=186, 39=253, 23=196. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 22-11-8 6-11-8 27-11-8 5-0-0 28-10-0 0-10-8 2-6-1 5-4-1 11-4-7 1-4-14 5-4-1 10.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-4], [4:0-1-4,0-1-8], [14:0-1-8,0-1-8], [22:0-2-0,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.68 0.68 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.01 0.01 (loc) 23-24 23-24 9 22-23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 263 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-22, 4-14 REACTIONS. All bearings 15-4-0 except (jt=length) 25=0-3-8, 21=0-3-8. (lb) - Max Horz 25=-296(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 25, 9 except 20=-515(LC 1), 14=-147(LC 7), 21=-172(LC 6) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 20, 16, 15, 13, 12, 11, 10 except 25=547(LC 1), 9=306(LC 11), 14=670(LC 1), 21=1044(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-434/71, 2-3=-374/89, 1-25=-522/44 BOT CHORD 24-25=-239/285, 23-24=-152/294, 22-23=-93/372 WEBS 3-22=-586/168, 4-14=-414/28, 6-14=-307/227, 1-24=-42/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 9 except (jt=lb) 20=515, 14=147, 21=172. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 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 No.2 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) 5=148/2-0-0, 4=50/2-0-0 Max Horz 5=69(LC 5) Max Uplift5=-29(LC 6), 4=-28(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 5, 4. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.17 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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 12-11-0. (lb) - Max Horz 19=-206(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 19, 10, 17, 18, 15, 14 except 12=-114(LC 7) Max Grav All reactions 250 lb or less at joint(s) 19, 10, 11, 16, 17, 18, 15, 14, 13, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10, 17, 18, 15, 14 except (jt=lb) 12=114. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 19, 11, 16, 17, 18, 15, 14, 13, 12. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-11-0 20-11-0 -0-10-8 0-10-8 10-5-8 10-5-8 20-11-0 10-5-8 21-9-8 0-10-8 1-4-14 10-1-7 1-4-14 10.00 12 Plate Offsets (X,Y)-- [30:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.15 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 19 19 20 18 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 153 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28, 9-29, 11-27 REACTIONS. All bearings 20-11-0. (lb) - Max Horz 37=-243(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 29, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22 except 37=-232(LC 4), 20=-193(LC 5), 36=-231(LC 5), 21=-203(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 29, 31, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 except 37=276(LC 5), 28=285(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-23/271, 9-10=-25/287, 10-11=-25/287, 11-12=-23/271 WEBS 10-28=-304/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22 except (jt=lb) 37=232, 20=193, 36=231, 21=203. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.04 0.03 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: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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 10-2-13. (lb) - Max Horz 1=91(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, 11, 12, 9, 8. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017 2-4-8 23-8-13 6-9-5 26-4-8 2-7-11 34-0-4 7-7-12 40-5-12 6-5-8 47-2-12 6-9-0 6-10-13 6-10-13 13-6-2 6-7-5 18-7-8 5-1-5 23-8-13 5-1-5 26-4-8 2-7-11 34-0-4 7-7-12 40-5-12 6-5-8 47-2-12 6-9-0 48-5-4 1-2-8 0-8-14 9-9-10 12-0-0 0-10-3 2-0-0 12-0-0 10.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [9:0-4-0,0-4-8], [12:0-3-6,0-1-7], [21:0-1-8,0-1-0], [27:0-3-0,0-0-4], [68:0-1-12,0-1-0], [70:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.44 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 0.03 0.02 (loc) 1-38 1-38 12 1-38 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 405 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 3-6-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 35-37 WEBS 1 Row at midpt 5-29, 6-29, 8-26 REACTIONS. All bearings 30-3-4 except (jt=length) 1=0-3-8. (lb) - Max Horz 1=-258(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 26, 33, 15 except 29=-124(LC 6), 21=-135(LC 5), 16=-102(LC 5), 12=-123(LC 5) Max Grav All reactions 250 lb or less at joint(s) 26, 30, 31, 32, 33, 34, 34, 28, 25, 24, 23, 22, 19, 18, 17, 14 except 1=910(LC 10), 29=1307(LC 1), 21=438(LC 11), 16=355(LC 11), 12=346(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1104/123, 2-3=-722/134, 3-4=-697/185, 4-5=-441/192, 6-7=0/303 BOT CHORD 1-74=-97/766, 38-74=-97/766 WEBS 2-35=-384/167, 5-35=-62/504, 5-29=-890/136, 6-29=-350/0, 8-21=-334/132, 10-16=-311/120, 35-38=-112/767 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 26, 33, 15 except (jt=lb) 29=124, 21=135, 16=102, 12=123. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekﬁ 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 27,2017 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-3-0 24-3-0 -0-10-8 0-10-8 12-1-8 12-1-8 24-3-0 12-1-8 25-1-8 0-10-8 1-2-14 11-4-2 1-2-14 10.00 12 Plate Offsets (X,Y)-- [33:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.15 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 23 23 24 22 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 187 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-33, 11-34, 10-35, 13-32, 14-31 REACTIONS. All bearings 24-3-0. (lb) - Max Horz 42=-270(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 35, 36, 37, 38, 39, 40, 32, 31, 30, 29, 28, 27, 26 except 42=-199(LC 4), 24=-154(LC 5), 41=-203(LC 5), 25=-170(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 34, 35, 36, 37, 38, 39, 40, 41, 32, 31, 30, 29, 28, 27, 26, 25 except 42=259(LC 5), 33=308(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-25/291, 11-12=-27/303, 12-13=-26/308, 13-14=-24/296 WEBS 12-33=-323/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 36, 37, 38, 39, 40, 32, 31, 30, 29, 28, 27, 26 except (jt=lb) 42=199, 24=154, 41=203, 25=170. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 27,2017