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Home My WebLink AboutTrussesRe: Liu, Xuegang Pages or sheets covered by this seal: I33048906 thru I33048947 My license renewal date for the state of Indiana is July 31, 2018. B18801317 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: 22 BRIDGEWATER 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. April 17,2018 Job B18801317 Truss GE01 Truss Type GABLE Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048906 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:25 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-coFiUYh1U_CzqlPdYrmjAXSkNzMbfWB6xMFCFXzPrgO Scale = 1:115.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 43 41 40 42 44 3x4 3x6 3x6 4x6 3x6 3x4 2x4 3x6 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B18801317 Truss GE02 Truss Type GABLE Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048907 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:26 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-4_o4iuhfEIKqRv_q6YHyjk?suNc9OspGA0_mnzzPrgN Scale = 1:99.3 1 2 3 4 5 6 15 14 13 12 11 10 32 8 33 7 9 34 35 4x6 3x4 3x8 4x6 4x6 3x4 3x6 2x4 4x8 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-4-0 7-4-0 9-3-8 1-11-8 18-7-0 9-3-8 -0-10-8 0-10-8 Job B18801317 Truss GE03 Truss Type Common Structural Gable Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048908 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:27 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-YBMSvEiH?cSh33Z0gFoBFyX1Ln5T7SIPPgkJKQzPrgM Scale = 1:53.4 1 2 3 4 9 8 7 6 5 4x6 5x8 2x4 4x8 2x4 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-5-15 1-5-15 5-7-8 4-1-9 9-9-3 4-1-11 11-3-0 1-5-13 -0-10-8 0-10-8 5-7-8 5-7-8 11-3-0 5-7-8 1-2-0 6-9-8 1-2-0 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * Job B18801317 Truss GE04 Truss Type GABLE Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048909 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:29 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-UZUCKwkXXDiPIMjPngrfLNdSXblybKOiszDQOIzPrgK Scale = 1:99.8 1 23 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 4x10 4x6 5x6 5x6 5x6 5x6 34-5-8 34-5-8 -0-10-8 0-10-8 18-5-8 18-5-8 34-5-8 16-0-0 0-10-8 13-2-3 2-6-3 8.00 12 Job B18801317 Truss GE05 Truss Type GABLE Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048910 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:30 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-ym2bXGlAIXqGwWIbLOMuta9ZM_vHKc2r5dyzwkzPrgJ Scale = 1:106.1 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 36 4x6 4x6 4x8 3x4 2x4 2x4 2x4 3x6 4x8 3x6 8x10 5x6 5x12 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B18801317 Truss GE06 Truss Type GABLE Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048911 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:31 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Qyczlclo3qy7Ygtnv5t7QniibOEP34u?KHiXTBzPrgI Scale = 1:109.2 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 40 5x6 5x6 5x6 3x4 3x6 2x4 2x4 3x6 3x6 3x12 3x6 10x10 5x12 3x6 4x8 5x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B18801317 Truss GE07 Truss Type GABLE Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048912 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:32 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-v8ALyymQq85_AqSzSpOMy?FvmobfocU8YxR4?dzPrgH Scale = 1:107.4 1 2 3 4 5 6 7 8 9 10 27 26 25 24 23 22 21 20 19 18 17 16 14 13 12 11 1557 58 59 5x6 3x6 4x10 3x6 3x8 3x6 3x6 4x6 3x6 3x6 10x10 5x6 3x12 9-4-8 9-4-8 14-8-8 5-4-0 18-5-8 3-9-0 27-6-8 9-1-0 36-11-0 9-4-8 -0-10-8 0-10-8 6-4-3 6-4-3 Job B18801317 Truss GE08 Truss Type GABLE Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048913 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:33 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-NKkjAIn2bSDrn_1A0WvbVCnBuC8FX8AInbBdX3zPrgG Scale = 1:71.5 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 2x4 2x4 4x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B18801317 Truss LAY01 Truss Type GABLE Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048914 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:34 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-rXH5NdogMlLiP7bMaEQq2QKMwcV5Gc0R0FwB4WzPrgF Scale = 1:91.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 3x4 3x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-9 11-11-9 18-9-1 6-9-9 18-9-1 18-9-1 11.31 12 Plate Offsets (X,Y)-- [9:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL Job B18801317 Truss M01 Truss Type Monopitch Qty 2 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048915 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:34 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-rXH5NdogMlLiP7bMaEQq2QKKicUHGeMR0FwB4WzPrgF Scale = 1:22.9 1 2 3 5 4 2x4 2x4 3x4 2x4 2-0-0 2-0-0 -0-10-8 0-10-8 2-0-0 2-0-0 1-2-0 3-2-0 2-10-8 0-3-8 3-2-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Job B18801317 Truss T01 Truss Type Common Qty 16 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048916 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:35 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-JjrUbzoI73TZ1HAY8xy3adtP??jA??JbFvgkcyzPrgE Scale = 1:106.6 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 3x6 4x6 3x6 3x4 3x6 4x8 2x4 4x8 2x4 3x4 5x8 5x8 8-0-13 8-0-13 15-10-3 7-9-5 23-11-0 8-0-13 -0-10-8 0-10-8 6-1-8 6-1-8 11-11-8 5-10-0 17-9-8 5-10-0 23-11-0 6-1-8 24-9-8 0-10-8 1-2-0 13-1-8 1-2-0 12.00 12 Job B18801317 Truss T03 Truss Type Common Qty 3 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048917 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:35 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-JjrUbzoI73TZ1HAY8xy3adtP0?jA??2bFvgkcyzPrgE Scale = 1:106.6 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 3x6 4x6 3x6 3x4 3x6 4x8 2x4 4x8 2x4 5x8 3x4 5x8 8-0-13 8-0-13 15-10-3 7-9-5 23-11-0 8-0-13 -0-10-8 0-10-8 6-1-8 6-1-8 11-11-8 5-10-0 17-9-8 5-10-0 23-11-0 6-1-8 1-2-0 13-1-8 1-2-0 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-3-8,Edge] LOADING (psf) Job B18801317 Truss T04 Truss Type Common Qty 2 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048918 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:36 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-nvPsoJpwuNbPeRllheTI7rPbmP0pkOfkTZPH8OzPrgD Scale = 1:81.6 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 3x6 3x6 3x8 4x6 4x6 3x6 3x8 3x8 9-3-8 9-3-8 18-7-0 9-3-8 -0-10-8 0-10-8 4-9-8 4-9-8 9-3-8 4-6-0 13-9-8 4-6-0 18-7-0 4-9-8 1-2-0 10-5-8 1-2-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job B18801317 Truss T05 Truss Type Common Qty 3 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048919 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:36 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-nvPsoJpwuNbPeRllheTI7rPaDP7hkX8kTZPH8OzPrgD Scale = 1:53.4 1 2 3 4 7 6 5 4x6 5x8 2x4 4x8 2x4 5x8 5-7-8 5-7-8 11-3-0 5-7-8 -0-10-8 0-10-8 5-7-8 5-7-8 11-3-0 5-7-8 1-2-0 6-9-8 1-2-0 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,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 YES IRC2006/TPI2002 CSI. Job B18801317 Truss T06 Truss Type Common Qty 7 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048920 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:37 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-F6zE?fqZfgjGGbKxFM_Xf2ymRpJATwKtiD9rgrzPrgC Scale = 1:104.3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 22 23 24 3x6 4x6 3x6 6x10 4x6 3x6 3x6 2x4 3x6 4x8 3x6 3x8 2x4 3x8 3x6 3x6 8-9-2 8-9-2 18-5-8 9-8-6 28-1-14 9-8-6 34-5-8 6-3-10 -0-10-8 0-10-8 6-4-3 6-4-3 12-4-13 6-0-11 Job B18801317 Truss T07 Truss Type Roof Special Qty 2 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048921 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 11:04:20 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-mwCrk6xkSRYv7do2wWO42ZBscBS_6lmPNrTs5PzPqdv Scale = 1:79.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 23 24 25 4x6 4x6 3x4 3x6 2x4 3x6 4x8 3x6 5x12 3x6 5x6 2x4 4x8 3x6 2x4 2x4 2x4 2x4 4x8 4x8 2x4 6-8-12 6-8-12 13-2-0 6-5-4 18-5-8 5-3-8 21-11-0 3-5-8 24-5-0 2-6-0 Job B18801317 Truss T08 Truss Type Roof Special Qty 6 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048922 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:38 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-jIXcD?rBQ_r7ulv7p3VmCGVv9DdGCEg1xtuODHzPrgB Scale = 1:112.0 1 2 3 4 5 6 7 8 9 10 21 20 11 19 18 17 16 15 14 13 12 22 5x6 5x6 5x6 3x6 3x4 3x6 3x4 3x4 3x6 3x6 3x12 3x6 10x10 5x12 3x6 3x12 5x8 3x4 5x6 4x8 6-8-12 6-8-12 13-2-0 6-5-4 21-11-0 8-9-0 27-9-8 5-10-8 34-1-13 Job B18801317 Truss T09 Truss Type Roof Special Qty 5 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048923 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:39 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-BU5_QLspAIz_VvUKNn0?lT13bdzOxivA9XeyljzPrgA Scale = 1:103.9 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 5x6 5x6 5x6 3x4 3x6 2x4 2x4 3x6 3x6 3x12 3x6 6x10 5x12 3x6 4x8 5x6 3x4 5x6 6-8-12 6-8-12 13-2-0 6-5-4 21-11-0 8-9-0 27-9-8 5-10-8 34-0-8 6-3-0 40-7-0 6-6-8 6-8-12 Job B18801317 Truss T10 Truss Type Roof Special Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048924 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:39 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-BU5_QLspAIz_VvUKNn0?lT16Od3GxmVA9XeyljzPrgA Scale = 1:106.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 3x6 5x6 5x6 2x4 3x8 8x8 4x6 4x6 3x6 4x8 2x4 3x6 5x8 4x6 3x6 4x8 4x8 3x8 9-4-8 9-4-8 18-5-8 9-1-0 24-5-10 6-0-2 30-5-12 6-0-2 40-7-0 10-1-4 -0-10-8 0-10-8 6-4-3 6-4-3 12-4-13 Job B18801317 Truss T11 Truss Type Roof Special Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048925 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:40 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-ghfNehsRxb5r723WwUXEHhaBT0NmgAdKOBNVH9zPrg9 Scale = 1:106.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 24 25 26 27 28 3x6 5x6 5x6 8x10 3x4 4x6 3x6 4x8 2x4 3x6 5x8 4x8 6x8 4x6 5x8 5x8 3x6 9-4-4 9-4-4 18-5-8 9-1-4 27-5-12 9-0-4 34-0-6 6-6-10 40-7-0 6-6-10 -0-10-8 0-10-8 6-4-3 6-4-3 12-4-13 6-0-11 18-5-8 6-0-11 Job B18801317 Truss T12 Truss Type Roof Special Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048926 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:41 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-8tClr1t3ivDilCeiUC2Tqu6MAQjgPgaTdr72pczPrg8 Scale = 1:106.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 24 25 26 27 3x6 5x6 5x6 3x8 5x8 8x10 3x4 4x6 3x6 3x16 MT18HS 2x4 3x6 5x8 3x6 3x6 5x8 3x6 8-4-4 8-4-4 18-5-8 10-1-4 24-5-12 6-0-4 32-6-6 8-0-10 40-7-0 8-0-10 -0-10-8 0-10-8 6-4-3 6-4-3 12-4-13 6-0-11 18-5-8 6-0-11 Job B18801317 Truss T13 Truss Type Roof Special Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048927 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:41 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-8tClr1t3ivDilCeiUC2Tqu6NFQk0Pd5Tdr72pczPrg8 Scale = 1:106.2 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 25 26 27 28 29 3x6 5x6 5x6 3x6 6x6 8x10 3x4 4x6 3x6 4x10 2x4 3x6 5x8 3x4 3x4 4x6 4x6 6x6 3x6 9-4-8 9-4-8 18-5-8 9-1-0 21-5-12 3-0-4 27-10-12 6-5-0 34-2-0 6-3-4 40-7-0 6-5-0 -0-10-8 0-10-8 6-4-3 6-4-3 Job B18801317 Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 3 22 BRIDGEWATER Job Reference (optional) I33048928 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 11:05:05 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-yaQsBVUysGCX1Xki3ThdN3Ya5Kwi97s1kLtlAIzPqdC Scale = 1:71.4 1 2 3 4 5 11 10 9 8 7 4x10 12 13 14 15 16 17 18 6 19 20 5x6 8x8 5x6 4x8 4x10 5x6 5x6 8x8 6x8 8x8 4x10 4x10 4x10 4x10 4-9-8 4-9-8 9-3-8 4-6-0 13-9-8 4-6-0 18-7-0 4-9-8 4-9-8 4-9-8 9-3-8 4-6-0 13-9-8 4-6-0 18-7-0 4-9-8 1-2-0 10-5-8 1-2-0 12.00 12 Plate Offsets (X,Y)-- [1:0-6-6,0-3-0], [5:0-7-11,0-4-4] LOADING (psf) Job B18801317 Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 3 22 BRIDGEWATER Job Reference (optional) I33048928 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 11:05:05 2018 Page 2 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-yaQsBVUysGCX1Xki3ThdN3Ya5Kwi97s1kLtlAIzPqdC 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, 1-5=-20 Concentrated Loads (lb) Vert: 7=-1579(B) 12=-1579(B) 13=-1579(B) 14=-1579(B) 15=-1579(B) 16=-1579(B) 17=-1579(B) 18=-1422(B) 19=-1517(B) 20=-1520(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801317 Truss TG02 Truss Type Common Girder Qty 1 Ply 3 22 BRIDGEWATER Job Reference (optional) I33048929 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:43 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-4GKVGivJEWTQ_Wo5cd5xvJCmXEShtVXm49c9uUzPrg6 Scale = 1:107.6 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 20 21 4x6 5x12 4x6 8x10 6x8 10x10 5x12 3x12 5x12 3x12 8x10 6-1-8 6-1-8 11-11-8 5-10-0 17-9-8 5-10-0 23-11-0 6-1-8 -0-10-8 0-10-8 6-1-8 6-1-8 11-11-8 5-10-0 17-9-8 5-10-0 23-11-0 6-1-8 1-2-0 13-1-8 1-2-0 Job B18801317 Truss TG02 Truss Type Common Girder Qty 1 Ply 3 22 BRIDGEWATER Job Reference (optional) I33048929 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:43 2018 Page 2 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-4GKVGivJEWTQ_Wo5cd5xvJCmXEShtVXm49c9uUzPrg6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-8=-60, 2-14=-20, 14-15=-60, 15-18=-20, 18-20=-60, 8-20=-20 Concentrated Loads (lb) Vert: 11=-2012(F) 10=-1656(F) 9=-1620(F) 12=-1940(F) 13=-1810(F) 14=-1712(F) 16=-2037(F) 17=-1654(F) 19=-1620(F) 20=-1634(F) 21=-1654(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801317 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048930 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:44 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-YSutT2vy?qbHcgMH9KcARXktIelicxAvJpLjQxzPrg5 Scale = 1:100.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 3x6 5x6 4x8 3x6 6x8 3x6 3x6 4x6 4x8 2x4 3x6 5x8 4x6 4x6 5x6 6x10 5x12 5x8 8-7-1 8-7-1 18-5-8 9-10-7 25-11-10 7-6-2 33-5-12 7-6-2 40-7-0 7-1-4 -0-10-8 Job B18801317 Truss V01 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048931 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:44 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-YSutT2vy?qbHcgMH9KcARXk?Aetnc7fvJpLjQxzPrg5 Scale = 1:52.8 1 2 3 4 5 3x4 9 10 8 11 7 6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-9-13 11-9-13 6-7-13 6-7-13 11-9-13 5-2-0 0-0-4 6-7-13 1-5-13 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC Job B18801317 Truss V02 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048932 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:45 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-0eSGhOwam8j8DqxTj17P_kHAt1BmLc93YT5GyNzPrg4 Scale = 1:42.7 1 2 3 3x6 4 4x6 3x6 2x4 0-0-4 0-0-4 10-5-13 10-5-9 5-3-13 5-3-13 10-5-13 5-2-0 0-0-4 5-3-13 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.41 Job B18801317 Truss V03_(2) Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048933 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:45 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-0eSGhOwam8j8DqxTj17P_kHDl1BYLdB3YT5GyNzPrg4 Scale = 1:33.8 1 2 3 3x4 4 4x6 3x4 2x4 7-11-6 7-11-6 7-11-10 0-0-4 3-11-13 3-11-13 7-11-10 3-11-13 0-0-4 3-11-13 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 Job B18801317 Truss V03 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048934 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:45 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-0eSGhOwam8j8DqxTj17P_kHDl1BYLdB3YT5GyNzPrg4 Scale = 1:33.8 1 2 3 3x4 4 4x6 3x4 2x4 7-11-6 7-11-6 7-11-10 0-0-4 3-11-13 3-11-13 7-11-10 3-11-13 0-0-4 3-11-13 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 Job B18801317 Truss V04 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048935 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:46 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Ur0eukxCXRr?rzWgHleeXyqPDRaW43xCn7qpVpzPrg3 Scale = 1:23.4 1 2 3 4 2x4 4x6 2x4 2x4 5-3-6 5-3-6 5-3-10 0-0-4 2-7-13 2-7-13 5-3-10 2-7-13 0-0-4 2-7-13 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job B18801317 Truss V05 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048936 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:46 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Ur0eukxCXRr?rzWgHleeXyqRWRa143KCn7qpVpzPrg3 Scale = 1:11.3 1 2 3 2x4 3x4 2x4 2-7-6 2-7-6 2-7-10 0-0-4 1-3-13 1-3-13 2-7-10 1-3-13 0-0-4 1-3-13 0-0-4 12.00 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.03 Job B18801317 Truss V06 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048937 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:46 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Ur0eukxCXRr?rzWgHleeXyqPDRZy40FCn7qpVpzPrg3 Scale = 1:76.3 1 2 3 4 5 3x4 9 8 7 6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-6-15 11-6-15 9-9-3 9-9-3 11-6-15 1-9-12 0-0-4 9-9-3 7-11-7 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC Job B18801317 Truss V07 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048938 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:47 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-y1a064yqIl_sT75srS9t39MZ0ruWpUmM?naN1FzPrg2 Scale = 1:71.8 1 2 3 4 7 6 5 3x4 4x6 2x4 2x4 2x4 2x4 2x4 10-10-15 10-10-15 9-1-3 9-1-3 10-10-15 1-9-12 0-0-4 9-1-3 7-3-7 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job B18801317 Truss V08 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048939 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:47 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-y1a064yqIl_sT75srS9t39MZdrvypSUM?naN1FzPrg2 Scale = 1:66.7 1 2 3 4 7 6 5 3x4 4x6 2x4 2x4 2x4 2x4 2x4 10-2-15 10-2-15 8-5-3 8-5-3 10-2-15 1-9-12 0-0-4 8-5-3 6-7-7 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job B18801317 Truss V09 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048940 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:48 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-RD8OJQzS336j4Hg2OAg6cNvlpFEQYwEVERJwZizPrg1 Scale: 3/16"=1' 1 2 3 4 7 8 6 5 2x4 4x6 2x4 2x4 2x4 2x4 2x4 9-6-15 9-6-15 7-9-3 7-9-3 9-6-15 1-9-12 0-0-4 7-9-3 5-11-7 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) Job B18801317 Truss V10 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048941 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:48 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-RD8OJQzS336j4Hg2OAg6cNvkGFEZYwnVERJwZizPrg1 Scale = 1:58.9 1 2 3 4 2x4 7 8 6 5 4x6 2x4 2x4 2x4 2x4 2x4 8-10-15 8-10-15 7-1-3 7-1-3 8-10-15 1-9-12 0-0-4 7-1-3 5-3-7 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 Job B18801317 Truss V11 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048942 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:48 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-RD8OJQzS336j4Hg2OAg6cNvkQFFsYxKVERJwZizPrg1 Scale = 1:53.7 1 2 3 4 2x4 7 8 6 5 4x6 2x4 2x4 2x4 2x4 2x4 8-2-15 8-2-15 6-5-3 6-5-3 8-2-15 1-9-12 0-0-4 6-5-3 4-7-7 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 Job B18801317 Truss V12 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048943 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:49 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-vPhmXmz4qMEZiRFFytCL8aSsZeWKHOWeT53U58zPrg0 Scale = 1:45.6 1 2 3 3x6 5 4 4x6 2x4 2x4 2x4 7-2-9 7-2-9 5-4-13 5-4-13 7-2-9 1-9-12 0-0-4 5-4-13 3-7-1 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.43 0.16 Job B18801317 Truss V13 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048944 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:49 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-vPhmXmz4qMEZiRFFytCL8aSr_eZXHP4eT53U58zPrg0 Scale = 1:34.6 1 2 3 2x4 5 4 4x6 2x4 2x4 2x4 5-10-9 5-10-9 4-0-13 4-0-13 5-10-9 1-9-12 0-0-4 4-0-13 2-3-1 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.22 Job B18801317 Truss V14 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048945 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:49 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-vPhmXmz4qMEZiRFFytCL8aSwFebXHQYeT53U58zPrg0 Scale = 1:19.8 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 4-6-9 4-6-9 2-8-13 2-8-13 4-6-9 1-9-12 0-0-4 2-8-13 0-11-1 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.10 Job B18801317 Truss V15 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048946 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:50 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-NcF9k6_ibgMQKbqRWbjaho_6P2xj0tJohlo1eazPrg? Scale = 1:11.8 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 2-9-10 2-9-6 1-4-13 1-4-13 2-9-10 1-4-13 0-0-4 1-4-13 0-0-4 12.00 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.04 Job B18801317 Truss V16 Truss Type Valley Qty 1 Ply 1 22 BRIDGEWATER Job Reference (optional) I33048947 PROBUILD, MOORESVILLE, IN 46158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Apr 17 09:53:50 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-NcF9k6_ibgMQKbqRWbjaho_vt2tm0tJohlo1eazPrg? Scale = 1:21.0 1 2 3 3x8 3x6 3x4 8-1-14 8-1-14 0-0-4 2-8-10 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.84 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=283/8-1-2, 3=283/8-1-2 Max Horz 1=80(LC 5) Max Uplift1=-18(LC 4), 3=-30(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.10 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 2-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=84/2-9-2, 3=84/2-9-2 Max Horz 1=-24(LC 4) Max Uplift1=-2(LC 6), 3=-2(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.03 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: 13 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 4-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=91/4-6-5, 4=60/4-6-5, 5=173/4-6-5 Max Horz 1=64(LC 5) Max Uplift1=-31(LC 7), 4=-41(LC 7), 5=-9(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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.06 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: 19 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 5-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=142/5-10-5, 4=51/5-10-5, 5=238/5-10-5 Max Horz 1=111(LC 5) Max Uplift1=-27(LC 7), 4=-57(LC 7), 5=-33(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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 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: 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 7-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=173/7-2-5, 4=-22/7-2-5, 5=386/7-2-5 Max Horz 1=159(LC 5) Max Uplift1=-17(LC 4), 4=-78(LC 4), 5=-86(LC 5) Max Grav 1=173(LC 1), 4=55(LC 5), 5=386(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-255/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.12 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: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 8-2-11. (lb) - Max Horz 1=195(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-148(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=331(LC 1), 7=335(LC 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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, 5, 6 except (jt=lb) 7=148. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.14 0.20 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: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 8-10-11. (lb) - Max Horz 1=173(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-158(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=343(LC 1), 7=373(LC 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; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 5, 6 except (jt=lb) 7=158. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.17 0.15 0.23 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 *Except* 3-4: 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 9-6-11. (lb) - Max Horz 1=193(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-171(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=344(LC 1), 7=422(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-262/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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, 5, 6 except (jt=lb) 7=171. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.20 0.17 0.26 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: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 10-2-11. (lb) - Max Horz 1=214(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-187(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=335(LC 1), 7=471(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-286/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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, 5, 6 except (jt=lb) 7=187. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.24 0.20 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 2-7: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS. All bearings 10-10-11. (lb) - Max Horz 1=234(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-204(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=322(LC 1), 7=508(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/116 WEBS 2-7=-312/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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, 5, 6 except (jt=lb) 7=204. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 WB (Matrix) 0.18 0.15 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 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 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-7: 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 5-6, 4-7 REACTIONS. All bearings 11-6-11. (lb) - Max Horz 1=255(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-170(LC 6), 9=-120(LC 6) Max Grav All reactions 250 lb or less at joint(s) 6, 9 except 1=253(LC 6), 7=347(LC 1), 8=441(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-360/95 WEBS 3-8=-268/221 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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, 6, 7 except (jt=lb) 8=170, 9=120. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.08 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: 5 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 2-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=77/2-7-2, 3=77/2-7-2 Max Horz 1=-22(LC 4) Max Uplift1=-2(LC 7), 3=-2(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.18 0.12 0.03 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: 14 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 5-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=110/5-3-2, 3=110/5-3-2, 4=148/5-3-2 Max Horz 1=-53(LC 4) Max Uplift1=-19(LC 7), 3=-19(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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.29 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: 21 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=161/7-11-2, 3=161/7-11-2, 4=259/7-11-2 Max Horz 1=-84(LC 4) Max Uplift1=-20(LC 7), 3=-20(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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.29 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: 21 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=161/7-11-2, 3=161/7-11-2, 4=259/7-11-2 Max Horz 1=-84(LC 4) Max Uplift1=-20(LC 7), 3=-20(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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0.28 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 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=222/10-7-2, 3=222/10-7-2, 4=351/10-7-2 Max Horz 1=-115(LC 4) Max Uplift1=-23(LC 7), 3=-23(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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 BC WB (Matrix) 0.41 0.13 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 11-9-9. (lb) - Max Horz 1=162(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 9=-151(LC 6), 7=-192(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=443(LC 1), 9=335(LC 10), 7=347(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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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, 6 except (jt=lb) 9=151, 7=192. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 0-10-8 6-4-3 6-4-3 12-4-13 6-0-11 18-5-8 6-0-11 25-11-10 7-6-2 33-5-12 7-6-2 40-7-0 7-1-4 0-10-8 13-2-3 2-11-14 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-1], [13:0-3-8,0-3-0] 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) 0.91 0.65 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.55 0.09 0.14 (loc) 16-18 13-15 12 13-15 l/defl >999 >879 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 *Except* 7-9,9-10: 2x6 SP No.1, 10-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 11-12,4-18,8-15,10-15,10-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-9-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-15 max.): 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-16, 10-15 REACTIONS. (lb/size) 12=1830/Mechanical, 2=1877/0-3-8 Max Horz 2=329(LC 12) Max Uplift12=-232(LC 6), 2=-101(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2762/113, 3-4=-2648/137, 4-5=-2562/178, 5-6=-2378/199, 6-7=-1938/228, 7-8=-1960/215, 8-9=-2684/189, 9-10=-2909/160, 10-11=-3904/308, 11-12=-1691/165 BOT CHORD 2-18=-152/2137, 18-19=-61/1863, 17-19=-61/1863, 17-20=-61/1863, 16-20=-61/1863, 16-21=-26/2327, 15-21=-26/2327, 14-15=-274/3978, 13-14=-274/3978 WEBS 6-18=-43/522, 6-16=-619/197, 7-16=-130/1662, 8-16=-1161/235, 8-15=0/854, 10-15=-1750/262, 10-13=-1366/155, 11-13=-282/4085 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=232, 2=101. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 80 lb up at 36-11-12, and 30 lb down and 80 lb up at 38-11-12 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-10=-60, 10-11=-60, 2-19=-20, 19-20=-60, 20-21=-20, 15-21=-60, 12-15=-20 Concentrated Loads (lb) Vert: 22=-30 23=-30 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-0], [8:Edge,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) 0.65 0.51 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.04 0.06 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 615 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 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=11084/0-3-8, 8=10586/0-3-8 Max Horz 2=296(LC 12) Max Uplift2=-863(LC 5), 8=-702(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12572/930, 3-4=-8159/679, 4-5=-7961/724, 5-6=-8086/723, 6-7=-8157/679, 7-8=-11952/848 BOT CHORD 2-13=-643/8354, 13-14=-643/8354, 12-14=-643/8354, 11-12=-644/8370, 11-15=-644/8370, 15-16=-644/8370, 10-16=-644/8370, 10-17=-484/7940, 17-18=-484/7940, 18-19=-484/7940, 9-19=-484/7940, 9-20=-483/7927, 20-21=-483/7927, 8-21=-483/7927 WEBS 5-10=-898/11007, 7-10=-3380/403, 7-9=-284/5298, 3-10=-4030/481, 3-12=-407/6231 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) except (jt=lb) 2=863, 8=702. 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) 1810 lb down and 260 lb up at 2-0-12, 1712 lb down and 101 lb up at 4-0-12, 1940 lb down and 126 lb up at 6-0-12, 2012 lb down and 138 lb up at 8-0-12, 2037 lb down and 181 lb up at 10-0-12, 1656 lb down and 113 lb up at 12-0-12, 1654 lb down and 113 lb up at 14-0-12, 1620 lb down and 113 lb up at 16-0-12, 1620 lb down and 113 lb up at 18-0-12, and 1634 lb down and 113 lb up at 20-0-12, and 1654 lb down and 113 lb up at 22-0-12 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.37 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.16 0.02 0.04 (loc) 7-8 7-8 5 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 437 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 SLIDER Left 2x10 SP 2400F 2.0E 3-1-3, Right 2x10 SP 2400F 2.0E 3-1-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=7613/0-3-8, 5=9383/0-3-8 Max Horz 1=-231(LC 3) Max Uplift1=-302(LC 6), 5=-394(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8556/385, 2-3=-6140/382, 3-4=-6140/382, 4-5=-9480/433 BOT CHORD 1-12=-272/5597, 11-12=-272/5597, 11-13=-272/5597, 10-13=-272/5597, 10-14=-272/5597, 9-14=-272/5597, 9-15=-272/5597, 8-15=-272/5597, 8-16=-217/6208, 16-17=-217/6208, 7-17=-217/6208, 7-18=-217/6208, 6-18=-217/6208, 6-19=-217/6208, 19-20=-217/6208, 5-20=-217/6208 WEBS 3-8=-448/8272, 4-8=-3048/285, 4-7=-163/4843, 2-8=-2087/233, 2-10=-86/3409 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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 302 lb uplift at joint 1 and 394 lb uplift at joint 5. 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) 1579 lb down and 63 lb up at 2-0-12, 1579 lb down and 63 lb up at 4-0-12, 1579 lb down and 63 lb up at 6-0-12, 1579 lb down and 63 lb up at 8-0-12, 1579 lb down and 63 lb up at 10-0-12, 1579 lb down and 63 lb up at 12-0-12, 1579 lb down and 63 lb up at 14-0-12, 1422 lb down and 69 lb up at 14-6-12, and 1517 lb down and 71 lb up at 15-10-4, and 1520 lb down and 69 lb up at 17-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued LOAD CASE(on page S) Standard 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 12-4-13 6-0-11 18-5-8 6-0-11 21-5-12 3-0-4 27-10-12 6-5-0 34-2-0 6-3-4 40-7-0 6-5-0 0-10-8 10-11-14 13-2-3 10-11-14 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.83 0.65 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.72 0.09 0.09 (loc) 18-20 18-20 13 17 l/defl >999 >675 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 251 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SP No.1, 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 12-13: 2x4 SPF 2100F 1.8E, 4-20: 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-1 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 6-18, 8-18, 8-17, 9-15, 11-14 REACTIONS. (lb/size) 13=2057/Mechanical, 2=1898/0-3-8 Max Horz 2=359(LC 6) Max Uplift13=-169(LC 5), 2=-61(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-613/0, 3-4=-2676/152, 4-5=-2493/173, 5-6=-2329/194, 6-7=-1970/225, 7-8=-1921/243, 8-9=-1834/192, 9-10=-1641/159, 10-11=-1641/159, 11-12=-1032/94, 12-13=-1905/212 BOT CHORD 2-20=-340/2115, 20-25=-256/1885, 19-25=-256/1885, 19-26=-256/1885, 18-26=-256/1885, 17-18=-193/1838, 17-27=-159/1641, 16-27=-159/1641, 15-16=-159/1641, 15-28=-94/1032, 14-28=-94/1032 WEBS 6-20=-31/459, 6-18=-627/194, 7-18=-173/1860, 8-18=-1104/118, 8-17=-282/119, 9-17=-89/386, 9-15=-733/187, 11-15=-127/1205, 11-14=-1440/243, 12-14=-185/2020 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=169. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 24-5-12 6-0-4 32-6-6 8-0-10 40-7-0 8-0-10 0-10-8 8-11-14 13-2-3 8-11-14 8.00 12 Plate Offsets (X,Y)-- [13:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.90 0.74 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.52 -0.95 0.10 0.09 (loc) 16-18 16-18 12 16-18 l/defl >928 >509 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 222 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SP No.1, 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-18: 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-14 max.): 8-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 6-16, 8-16, 8-15, 9-13 REACTIONS. (lb/size) 12=2063/Mechanical, 2=1932/0-3-8 Max Horz 2=316(LC 6) Max Uplift12=-109(LC 7), 2=-71(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-461/0, 3-4=-2752/160, 4-5=-2595/207, 5-6=-2484/228, 6-7=-2019/241, 7-8=-2009/235, 8-9=-2234/187, 9-10=-1552/127, 10-11=-1552/127, 11-12=-1884/201 BOT CHORD 2-18=-290/2174, 18-23=-216/1918, 17-23=-216/1918, 17-24=-216/1918, 16-24=-216/1918, 16-25=-189/2242, 15-25=-189/2242, 14-15=-127/1552, 14-26=-127/1552, 13-26=-127/1552 WEBS 6-18=-53/498, 6-16=-614/201, 7-16=-146/1804, 8-16=-1170/126, 8-15=-521/139, 9-15=-89/1013, 9-13=-1304/247, 11-13=-186/2281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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) 2 except (jt=lb) 12=109. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 22-11-10 4-6-2 27-5-12 4-6-2 34-0-6 6-6-10 40-7-0 6-6-10 0-10-8 6-11-14 13-2-3 6-11-14 8.00 12 Plate Offsets (X,Y)-- [13:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.90 0.72 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.76 0.10 0.11 (loc) 14-16 14-16 12 14-16 l/defl >999 >635 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 224 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x6 SP No.1, 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 11-12,4-18,9-14,10-13: 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-2 max.): 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 6-16, 8-16, 9-14, 10-13 REACTIONS. (lb/size) 12=1994/Mechanical, 2=1918/0-3-8 Max Horz 2=279(LC 5) Max Uplift12=-97(LC 7), 2=-79(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-656/0, 3-4=-2691/185, 4-5=-2523/206, 5-6=-2359/227, 6-7=-2017/255, 7-8=-1977/262, 8-9=-3269/290, 9-10=-2604/180, 10-11=-1638/124, 11-12=-1854/179 BOT CHORD 2-18=-256/2138, 18-23=-166/1917, 17-23=-166/1917, 17-24=-166/1917, 16-24=-166/1917, 16-25=-143/2003, 25-26=-143/2003, 15-26=-143/2003, 14-15=-143/2003, 14-27=-124/1638, 13-27=-124/1638 WEBS 6-18=-34/436, 6-16=-613/196, 7-16=-187/1840, 8-16=-1020/181, 8-14=-98/1500, 9-14=-2081/244, 10-14=-81/1398, 10-13=-1469/208, 11-13=-178/2349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 6-0-11 18-5-8 6-0-11 24-5-10 6-0-2 30-5-12 6-0-2 35-6-6 5-0-10 40-7-0 5-0-10 0-10-8 4-11-14 13-2-3 4-11-14 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-5-9], [13:0-3-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.60 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.64 0.13 0.09 (loc) 16-18 12-13 12 15 l/defl >999 >761 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x6 SP No.1, 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 11-12,4-18,9-13: 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 3-10-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-10 max.): 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-16, 9-15, 10-12 REACTIONS. (lb/size) 12=1757/Mechanical, 2=1860/0-3-8 Max Horz 2=285(LC 5) Max Uplift12=-89(LC 7), 2=-86(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2694/166, 3-4=-2576/193, 4-5=-2449/214, 5-6=-2286/234, 6-7=-1904/267, 7-8=-1893/266, 8-9=-2574/229, 9-10=-2871/183 BOT CHORD 2-18=-223/2063, 18-19=-121/1838, 17-19=-121/1838, 17-20=-121/1838, 16-20=-121/1838, 16-21=-121/2066, 15-21=-121/2066, 14-15=-187/2901, 13-14=-187/2901, 12-13=-148/1633 WEBS 6-18=-26/480, 6-16=-630/189, 7-16=-183/1657, 8-16=-1021/183, 8-15=0/823, 9-15=-1062/84, 9-13=-1001/149, 10-13=-47/1713, 10-12=-2232/212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 6-8-12 13-2-0 6-5-4 18-5-8 5-3-8 21-11-0 3-5-8 27-9-8 5-10-8 34-0-8 6-3-0 40-7-0 6-6-8 3-3-3 7-7-13 11-2-3 4-11-8 13-2-3 2-8-5 2-0-0 4.00 12 8.00 12 Plate Offsets (X,Y)-- [10:0-3-8,0-2-0], [14:0-2-5,0-2-4], [17:0-3-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.98 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.86 0.14 0.12 (loc) 14-15 14-15 9 14-15 l/defl >999 >565 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 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* 3-14,4-14,12-14,1-17,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-17 6-0-0 oc bracing: 12-13. 1 Row at midpt 5-14 WEBS 1 Row at midpt 3-14 REACTIONS. (lb/size) 18=1718/0-3-8, 9=1674/Mechanical Max Horz 18=-129(LC 4) Max Uplift18=-70(LC 6), 9=-85(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2049/246, 2-3=-2349/286, 3-4=-1756/284, 4-5=-2547/422, 5-6=-2571/318, 6-7=-2431/290, 7-8=-2212/242, 1-18=-1648/202, 8-9=-1613/200 BOT CHORD 16-17=-114/1893, 15-16=-114/1893, 15-19=-73/2162, 14-19=-73/2162, 5-14=-313/170, 11-12=-186/2049, 10-11=-186/2049 WEBS 2-17=-756/142, 2-15=0/392, 3-14=-1003/162, 4-14=-321/2150, 12-14=-153/2410, 6-14=-307/132, 6-12=-799/100, 7-12=0/251, 7-10=-636/150, 1-17=-161/2035, 8-10=-191/2138 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 18, 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 6-4-5 40-5-4 6-3-7 40-7-0 0-1-12 46-11-0 6-4-0 6-8-12 6-8-12 13-2-0 6-5-4 18-5-8 5-3-8 21-11-0 3-5-8 27-9-8 5-10-8 34-1-13 6-4-5 40-6-2 6-4-5 46-11-0 6-4-14 47-9-8 0-10-8 3-3-3 7-7-13 11-2-3 4-11-8 13-2-3 0-7-0 2-0-0 4.00 12 8.00 12 Plate Offsets (X,Y)-- [10:0-3-8,Edge], [13:0-3-8,0-1-8], [17:0-4-8,Edge], [20:0-3-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.70 0.97 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.84 0.13 0.11 (loc) 17-18 17-18 12 17-18 l/defl >999 >574 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-17,4-17,15-17,9-13,1-20: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 5-17 WEBS 1 Row at midpt 3-17 REACTIONS. (lb/size) 21=1673/0-3-8, 12=2293/0-3-8 Max Horz 21=-190(LC 4) Max Uplift21=-70(LC 6), 12=-282(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1990/211, 2-3=-2266/237, 3-4=-1666/231, 4-5=-2405/340, 5-6=-2431/236, 6-7=-2228/198, 7-8=-1721/68, 8-9=-1830/46, 9-10=-403/789, 1-21=-1603/176 BOT CHORD 19-20=-36/1837, 18-19=-36/1837, 18-22=0/2083, 17-22=0/2083, 5-17=-311/170, 14-15=0/1676, 13-14=0/1676, 12-13=-666/402, 10-12=-666/402 WEBS 2-20=-731/127, 2-18=0/363, 3-17=-997/158, 4-17=-243/2015, 15-17=0/2212, 6-15=-856/103, 7-15=-63/466, 7-13=-786/221, 9-13=-358/2504, 9-12=-2118/438, 1-20=-124/1973 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 21 except (jt=lb) 12=282. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 26-11-0 2-6-0 28-11-0 2-0-0 34-5-8 5-6-8 6-8-12 6-8-12 13-2-0 6-5-4 18-5-8 5-3-8 23-9-0 5-3-8 27-9-8 4-0-8 28-11-0 1-1-8 34-5-8 5-6-8 3-3-3 7-7-13 11-2-3 4-11-8 13-2-3 4-8-13 2-0-0 4.00 12 8.00 12 Plate Offsets (X,Y)-- [11:0-3-14,0-2-8], [15:0-3-8,0-2-0], [21:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.89 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.53 -1.12 0.13 0.06 (loc) 11-12 11-12 9 14 l/defl >771 >366 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-12,4-12,5-11,8-9,8-11,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 11-12 WEBS 1 Row at midpt 3-12, 5-12 JOINTS 1 Brace at Jt(s): 11 REACTIONS. (lb/size) 16=1484/0-3-8, 9=1537/Mechanical Max Horz 16=175(LC 5) Max Uplift16=-67(LC 6), 9=-59(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1751/207, 2-3=-1881/245, 3-4=-1623/250, 4-5=-1631/253, 5-6=-2263/332, 6-7=-1826/229, 7-8=-1835/186, 1-16=-1425/172, 8-9=-1481/169 BOT CHORD 14-15=-146/1610, 13-14=-102/1720, 13-23=-102/1720, 12-23=-102/1720, 12-24=-94/1553, 24-25=-94/1553, 11-25=-94/1553 WEBS 2-15=-570/140, 3-12=-754/191, 4-12=-172/1395, 5-11=-115/546, 1-15=-118/1726, 7-11=-315/159, 8-11=-152/1850, 6-11=-709/104, 5-12=-483/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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 67 lb uplift at joint 16 and 59 lb uplift at joint 9. 7) n/a 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 2x4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 18-5-8 6-0-11 24-6-3 6-0-11 28-1-14 3-7-11 30-6-14 2-5-0 34-5-8 3-10-10 0-10-8 13-2-3 2-6-3 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.57 0.84 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.62 0.08 0.05 (loc) 15-17 15-17 12 15-17 l/defl >999 >668 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,11-12,10-13: 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 8-15, 8-13, 10-12 REACTIONS. (lb/size) 2=1620/0-3-8, 12=1599/Mechanical Max Horz 2=290(LC 5) Max Uplift2=-87(LC 6), 12=-51(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-536/0, 3-4=-2219/169, 4-5=-2068/204, 5-6=-1905/225, 6-7=-1487/241, 7-8=-1485/241, 8-9=-1502/190, 9-10=-1685/169 BOT CHORD 2-17=-168/1754, 16-17=-75/1489, 16-22=-75/1489, 15-22=-75/1489, 15-23=-19/1328, 14-23=-19/1328, 14-24=-19/1328, 13-24=-19/1328, 12-13=-61/1164 WEBS 6-17=-45/490, 6-15=-625/202, 7-15=-154/1202, 8-15=-375/188, 10-13=0/343, 10-12=-1881/100 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 12. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 TC BC WB (Matrix) 0.60 0.21 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 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) 7=502/0-3-8, 5=435/0-3-8 Max Horz 7=176(LC 5) Max Uplift7=-39(LC 6), 5=-17(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-417/81, 3-4=-409/75, 2-7=-453/101, 4-5=-387/66 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.65 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.02 0.01 (loc) 8-10 8-10 7 8 l/defl >999 >624 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 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* 4-8: 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) 10=898/0-3-8, 7=833/0-3-8 Max Horz 10=261(LC 5) Max Uplift10=-47(LC 6), 7=-25(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-373/155, 3-4=-691/162, 4-5=-692/163, 5-6=-348/110, 2-10=-392/164, 6-7=-308/95 BOT CHORD 10-11=-96/514, 11-12=-96/514, 9-12=-96/514, 8-9=-96/514, 8-13=0/519, 13-14=0/519, 7-14=0/519 WEBS 4-8=-136/577, 3-10=-499/13, 5-7=-525/25 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 10, 7. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.55 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.33 0.01 0.03 (loc) 10-12 10-12 9 10-12 l/defl >999 >857 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 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 5-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 5-12 REACTIONS. (lb/size) 13=1113/0-3-8, 9=1049/0-3-8 Max Horz 13=323(LC 5) Max Uplift13=-53(LC 6), 9=-30(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1186/96, 3-4=-960/123, 4-5=-1084/291, 5-6=-1089/293, 6-7=-958/121, 7-8=-1185/92, 2-13=-1058/136, 8-9=-994/103 BOT CHORD 12-13=-316/351, 12-14=-23/513, 11-14=-23/513, 11-15=-23/513, 10-15=-23/513 WEBS 5-10=-182/560, 6-10=-327/272, 5-12=-179/552, 4-12=-314/263, 2-12=0/596, 8-10=0/635 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-3-8,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.55 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.33 0.01 0.02 (loc) 11-13 11-13 10 11-13 l/defl >999 >859 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 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 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-13 REACTIONS. (lb/size) 14=1112/0-3-8, 10=1112/0-5-8 Max Horz 14=-311(LC 4) Max Uplift14=-53(LC 6), 10=-53(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1184/97, 3-4=-958/123, 4-5=-1082/291, 5-6=-1082/291, 6-7=-958/123, 7-8=-1184/97, 8-10=-1056/136, 2-14=-1056/136 BOT CHORD 13-14=-304/366, 13-15=-11/512, 12-15=-11/512, 12-16=-11/512, 11-16=-11/512 WEBS 5-11=-179/552, 6-11=-314/262, 5-13=-179/552, 4-13=-314/263, 8-11=0/594, 2-13=0/594 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 (Matrix) 0.21 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=148/0-3-8, 4=50/0-1-8 Max Horz 5=112(LC 6) Max Uplift4=-68(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) "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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-12: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-23,3-21,4-20,5-19: 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-12, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 6-18, 7-17, 8-16, 10-15, 11-14 REACTIONS. All bearings 18-9-1. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 23, 21, 20, 19, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 23, 21, 20, 19, 18, 17, 16, 15, 14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;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) Bearing at joint(s) 1, 23 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) 1, 13, 23, 21, 20, 19, 18, 17, 16, 15, 14. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 23, 21, 20, 19, 18. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-2-8 22-2-8 -0-10-8 0-10-8 11-1-4 11-1-4 22-2-8 11-1-4 23-1-0 0-10-8 0-10-8 8-3-5 0-10-8 8.00 12 Plate Offsets (X,Y)-- [31:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.07 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 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: 124 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 22-2-8. (lb) - Max Horz 37=-194(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 37, 20, 29, 30, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 Max Grav All reactions 250 lb or less at joint(s) 37, 20, 28, 29, 30, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 37, 20, 29, 30, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 12-4-13 6-0-11 18-5-8 6-0-11 24-6-3 6-0-11 30-6-13 6-0-11 36-11-0 6-4-3 0-10-8 13-2-3 0-10-8 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [11:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.92 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.54 0.05 0.04 (loc) 12-14 12-14 11 12-14 l/defl >793 >487 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 282 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* 9-12,3-21,2-27,10-11,9-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 28-29,48-49: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14, 7-14, 5-21, 9-11 REACTIONS. All bearings 15-0-0 except (jt=length) 11=0-3-8, 15=0-3-8. (lb) - Max Horz 27=316(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 27, 11, 25, 26 except 21=-121(LC 6), 15=-118(LC 10) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 20, 22, 23, 24, 25, 26, 15 except 27=299(LC 10), 21=1527(LC 1), 11=1169(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-793/240, 6-7=-794/240, 7-8=-1254/211, 8-9=-1437/174, 9-10=-448/108, 2-27=-298/137, 10-11=-369/99 BOT CHORD 26-27=-283/279, 25-26=-283/279, 24-25=-283/279, 23-24=-283/279, 22-23=-283/279, 21-22=-283/279, 20-21=-150/300, 19-20=-150/300, 18-19=-150/300, 17-18=-150/300, 16-17=-150/300, 15-16=-150/300, 15-57=-150/300, 14-57=-150/300, 14-58=0/936, 13-58=0/936, 13-59=0/936, 12-59=0/936, 11-12=-51/1238 WEBS 6-14=-152/428, 7-14=-659/190, 7-12=-25/546, 5-14=-2/500, 5-21=-1305/46, 3-21=-321/174, 9-11=-1194/64 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 11, 25, 26 except (jt=lb) 21=121, 15=118. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-8-12 6-8-12 13-2-0 6-5-4 21-11-0 8-9-0 27-9-8 5-10-8 34-0-8 6-3-0 40-7-0 6-6-8 6-8-12 6-8-12 13-2-0 6-5-4 18-5-8 5-3-8 21-11-0 3-5-8 27-9-8 5-10-8 34-0-8 6-3-0 40-7-0 6-6-8 3-3-3 7-7-13 11-2-3 4-11-8 13-2-3 2-8-5 2-0-0 4.00 12 8.00 12 Plate Offsets (X,Y)-- [10:0-3-8,0-2-0], [14:0-4-4,Edge], [17:0-3-8,0-1-8], [32:0-1-13,0-1-0], [35:0-1-13,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.99 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.86 0.14 0.12 (loc) 14-15 14-15 9 14-15 l/defl >999 >561 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 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* 3-14,4-14,12-14,1-17,8-10: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-17 6-0-0 oc bracing: 12-13. 1 Row at midpt 5-14 WEBS 1 Row at midpt 3-14 REACTIONS. (lb/size) 18=1719/0-3-8, 9=1676/Mechanical Max Horz 18=-129(LC 4) Max Uplift18=-70(LC 6), 9=-85(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2052/246, 2-3=-2353/286, 3-4=-1758/284, 4-5=-2550/422, 5-6=-2575/318, 6-7=-2433/290, 7-8=-2214/242, 1-18=-1649/202, 8-9=-1614/200 BOT CHORD 16-17=-114/1895, 15-16=-114/1895, 15-40=-73/2165, 14-40=-73/2165, 5-14=-313/170, 11-12=-186/2050, 10-11=-186/2050 WEBS 2-17=-758/142, 2-15=0/394, 3-14=-1004/162, 4-14=-321/2154, 12-14=-153/2413, 6-14=-306/132, 6-12=-800/100, 7-12=0/252, 7-10=-637/150, 1-17=-161/2037, 8-10=-191/2140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 9. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 2x4 2x4 2x4 2x4 2x4 6-8-12 6-8-12 13-2-0 6-5-4 21-11-0 8-9-0 27-9-8 5-10-8 34-5-8 6-8-0 6-8-12 6-8-12 13-2-0 6-5-4 18-5-8 5-3-8 21-11-0 3-5-8 27-9-8 5-10-8 34-5-8 6-8-0 3-3-3 7-7-13 11-2-3 4-11-8 13-2-3 4-8-13 2-0-0 4.00 12 8.00 12 Plate Offsets (X,Y)-- [11:0-4-8,0-2-8], [13:0-3-0,0-3-0], [14:0-3-8,0-2-0], [28:0-1-13,0-1-0], [31:0-1-13,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.92 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.69 0.10 0.07 (loc) 11-12 11-12 8 11-12 l/defl >999 >592 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 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* 3-11,4-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 5-11 WEBS 1 Row at midpt 3-11, 6-9, 7-8 REACTIONS. (lb/size) 15=1463/0-3-8, 8=1442/Mechanical Max Horz 15=175(LC 5) Max Uplift15=-67(LC 6), 8=-57(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1710/210, 2-3=-1876/235, 3-4=-1250/229, 4-5=-1753/336, 5-6=-1780/234, 6-7=-1295/139, 1-15=-1392/175, 7-8=-1384/164 BOT CHORD 13-14=-149/1571, 12-13=-149/1571, 12-36=-94/1711, 11-36=-94/1711, 5-11=-308/167 WEBS 2-14=-610/126, 3-12=0/274, 3-11=-966/158, 4-11=-239/1394, 9-11=-81/1290, 6-11=0/270, 6-9=-1086/171, 1-14=-122/1679, 7-9=-97/1399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0], [22:0-3-0,0-3-0], [38:0-3-0,0-3-0], [47:0-3-0,0-3-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.15 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 29 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 281 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 *Except* 16-41,15-42,14-43,13-44,12-45,11-46,17-40,18-39,19-38,20-37,21-36: 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 16-41, 15-42, 14-43, 13-44, 12-45, 11-46, 17-40, 18-39, 19-38, 20-37, 21-36 REACTIONS. All bearings 34-5-8. (lb) - Max Horz 55=336(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 29, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 except 55=-349(LC 4), 54=-268(LC 5) Max Grav All reactions 250 lb or less at joint(s) 29, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 except 55=408(LC 5), 41=335(LC 7), 54=259(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-55=-290/258, 2-3=-395/354, 3-4=-306/289, 4-5=-291/294, 5-6=-268/290, 6-7=-246/288, 7-8=-224/285, 8-9=-202/281, 9-10=-184/281, 10-11=-160/277, 11-12=-137/289, 12-13=-115/311, 13-14=-93/335, 14-15=-71/367, 15-16=-46/359, 16-17=-34/354, 17-18=-35/351, 18-19=-31/311, 19-20=-28/280 WEBS 16-41=-319/32 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 55=349, 54=268. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 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 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 7 7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-3-8 except (jt=length) 9=1-9-7, 5=1-9-5. (lb) - Max Horz 9=173(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 5 Max Grav All reactions 250 lb or less at joint(s) 8, 6 except 9=436(LC 1), 5=367(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-424/104, 3-4=-417/97, 2-9=-458/119, 4-5=-392/83 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 studs spaced at 2-0-0 oc. 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) 9, 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 8-9=-20, 6-8=-40(F=-20), 5-6=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 4-9-8 4-9-8 9-3-8 4-6-0 13-9-8 4-6-0 18-7-0 4-9-8 1-2-0 10-5-8 1-2-0 12.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.67 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.44 0.02 0.02 (loc) 7-8 7-8 7 7-8 l/defl >755 >298 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 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* 4-8: 2x4 SPF No.2 OTHERS 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. All bearings 7-7-8 except (jt=length) 7=0-3-8, 9=0-3-8. (lb) - Max Horz 15=261(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 15, 7, 14, 9 Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14 except 15=809(LC 1), 7=820(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/186, 3-4=-663/157, 4-5=-664/158, 5-6=-374/104, 2-15=-306/185, 6-7=-326/91 BOT CHORD 14-15=-99/488, 13-14=-99/488, 13-32=-99/488, 12-32=-99/488, 11-12=-99/488, 11-33=-99/488, 10-33=-99/488, 9-10=-99/488, 8-9=-99/488, 8-34=0/503, 34-35=0/503, 7-35=0/503 WEBS 4-8=-129/537, 3-15=-595/0, 5-7=-470/26 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 15, 7, 14, 9. 8) "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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018 2x4 2x4 2x4 2x4 2x4 2x4 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 24-9-8 0-10-8 1-2-0 13-1-8 1-2-0 12.00 12 Plate Offsets (X,Y)-- [6:0-2-0,Edge], [18:0-2-0,Edge], [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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.31 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 23 22 24 22 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 173 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 *Except* 10-32,9-33,14-31,15-30: 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 10-32, 9-33, 14-31, 15-30 JOINTS 1 Brace at Jt(s): 40 REACTIONS. All bearings 23-11-0. (lb) - Max Horz 39=-311(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 34, 35, 36, 29, 28, 27 except 39=-128(LC 4), 24=-111(LC 5), 33=-113(LC 6), 38=-358(LC 6), 30=-118(LC 7), 25=-353(LC 7) Max Grav All reactions 250 lb or less at joint(s) 34, 35, 36, 37, 38, 29, 28, 27, 26, 25 except 39=453(LC 6), 24=444(LC 7), 32=443(LC 1), 31=447(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-39=-307/98, 2-3=-408/128, 3-4=-259/93, 20-21=-253/82, 21-22=-400/114, 22-24=-295/86 BOT CHORD 38-39=-63/298, 37-38=-63/298, 36-37=-63/298, 35-36=-63/298, 34-35=-63/298, 33-34=-63/298, 32-33=-63/298, 31-32=-64/295, 30-31=-63/298, 29-30=-63/298, 28-29=-63/298, 27-28=-63/298, 26-27=-63/298, 25-26=-63/298, 24-25=-63/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 35, 36, 29, 28, 27 except (jt=lb) 39=128, 24=111, 33=113, 38=358, 30=118, 25=353. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 17,2018