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HomeMy WebLinkAboutI30803066.7_Hamlet_RoofRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Liu, Xuegang Pages or sheets covered by this seal: I30803066 thru I30803096 My license renewal date for the state of Indiana is July 31, 2018. 7_Hamlet_Roof 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: McKenzie 7 Hamlet 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. August 18,2017 Job 7_HAMLET_ROOF Truss CG01 Truss Type Diagonal Hip Girder Qty 3 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803066 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:01 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-9eIid7Fv40S8d55wdbYubsXlNiAnDy0xuEgdCqymury Scale = 1:25.0 1 2 6 5 7 3 8 4 2x4 4x6 2x4 1-6-0 1-6-0 5-7-2 4-1-2 -1-10-10 1-10-10 5-7-2 5-7-2 2-0-4 3-4-1 2-10-1 3-4-1 2.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. Job 7_HAMLET_ROOF Truss GE01 Truss Type GABLE Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803067 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:01 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-9eIid7Fv40S8d55wdbYubsXpxiC3DysxuEgdCqymury Scale = 1:26.5 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-6-12 15-6-12 1-3-1 1-6-15 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Job 7_HAMLET_ROOF Truss GE02 Truss Type GABLE Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803068 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:02 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-dqs4qTGXrKb_FFg6BJ47844_h6XIyP747uPAlGymurx Scale = 1:27.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 16-0-0 16-0-0 1-3-1 1-7-1 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * Job 7_HAMLET_ROOF Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803069 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:03 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-51QT1pH9cdjrtOFJl0bMgHc8TWt2hsLELY9kHjymurw Scale = 1:45.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6 3x6 27-6-8 27-6-8 27-6-8 27-6-8 1-11-3 2-6-1 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Job 7_HAMLET_ROOF Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803070 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:03 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-51QT1pH9cdjrtOFJl0bMgHc9UWtYhsVELY9kHjymurw Scale = 1:20.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-1-12 12-1-12 1-7-1 1-10-2 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 Job 7_HAMLET_ROOF Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803071 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:04 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-ZDzrF9HnNxriUYqVIk6bDV9KwwDmQJjNaCuHp9ymurv Scale = 1:35.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 2x4 3x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-7-0 20-7-0 20-7-0 20-7-0 2-0-7 2-5-9 0.25 12 LOADING (psf) TCLL Job 7_HAMLET_ROOF Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803072 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:05 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2PXDSVIP8FzZ6iPhsRdqmiiVsKZz9m?WpserLbymuru Scale = 1:36.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-5-0 21-5-0 21-5-0 21-5-0 1-7-1 2-0-7 0.25 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0] Job 7_HAMLET_ROOF Truss J01 Truss Type Jack-Open Qty 3 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803073 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:05 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2PXDSVIP8FzZ6iPhsRdqmiiSjKZV9mVWpserLbymuru Scale = 1:19.9 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-0-7 0-6-7 -1-4-0 1-4-0 2-0-7 2-0-7 2-0-4 2-8-6 2-4-3 2-8-6 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job 7_HAMLET_ROOF Truss J02 Truss Type Jack-Open Qty 3 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803074 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:05 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2PXDSVIP8FzZ6iPhsRdqmiiSjKZV9mVWpserLbymuru Scale = 1:19.9 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-0-7 0-6-7 -1-4-0 1-4-0 2-0-7 2-0-7 2-0-4 2-8-6 2-4-3 2-8-6 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job 7_HAMLET_ROOF Truss J03 Truss Type Jack-Open Qty 3 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803075 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:06 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Wc5bgrJ1vY5QkszuQ983IwEczjtUuCSg1WNOu2ymurt Scale = 1:23.7 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 4-0-0 2-6-0 -1-4-0 1-4-0 4-0-0 4-0-0 2-0-4 3-4-4 3-0-1 3-4-4 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC Job 7_HAMLET_ROOF Truss M01 Truss Type MONOPITCH Qty 19 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803076 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:06 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Wc5bgrJ1vY5QkszuQ983IwEVHjsYu?Yg1WNOu2ymurt Scale = 1:26.4 1 2 3 6 5 4 3x4 8x8 8x8 8x8 3x4 2x4 7-9-6 7-9-6 15-6-12 7-9-6 7-9-6 7-9-6 15-6-12 7-9-6 1-3-1 1-6-15 0.25 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [3:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Job 7_HAMLET_ROOF Truss M02 Truss Type Monopitch Qty 5 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803077 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:06 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Wc5bgrJ1vY5QkszuQ983IwETJjkRu_Vg1WNOu2ymurt Scale = 1:27.2 1 2 3 4 7 6 5 3x4 8x8 3x8 3x6 4x6 8x8 4x6 8-0-0 8-0-0 16-0-0 8-0-0 8-0-0 8-0-0 16-0-0 8-0-0 1-3-1 1-7-1 0.25 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC Job 7_HAMLET_ROOF Truss M03 Truss Type MONOPITCH Qty 4 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803078 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:07 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-_ofztBKfgsDHL0Y4_sfIr7nm47B0dU4pGA7xQUymurs Scale = 1:20.5 1 2 3 6 5 4 2x4 4x6 3x4 4x6 4x6 4x6 6-0-14 6-0-14 12-1-12 6-0-14 6-0-14 6-0-14 12-1-12 6-0-14 1-7-1 1-10-2 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC Job 7_HAMLET_ROOF Truss M04 Truss Type MONOPITCH Qty 4 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803079 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:07 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-_ofztBKfgsDHL0Y4_sfIr7nd570fdS7pGA7xQUymurs Scale = 1:75.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 3x4 8x8 3x6 3x6 3x4 8x8 4x6 6x16 2x4 4x10 6x16 6x18 MT18HS 3x8 2x4 10x16 3x6 5x8 6x8 3x8 3x8 MT18HS 5-7-5 5-7-5 10-11-2 5-3-13 16-7-4 5-8-2 21-6-12 4-11-8 28-11-5 7-4-9 36-3-15 7-4-9 44-0-0 7-8-1 5-7-5 5-7-5 10-11-2 5-3-13 16-7-4 Job 7_HAMLET_ROOF Truss M04 Truss Type MONOPITCH Qty 4 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803079 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:07 2017 Page 2 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-_ofztBKfgsDHL0Y4_sfIr7nd570fdS7pGA7xQUymurs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-140, 11-20=-13 Concentrated Loads (lb) Vert: 5=-240 21=-240 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_HAMLET_ROOF Truss M05 Truss Type MONOPITCH Qty 11 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803080 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:08 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-S_DM5XLIRAL8zA7GXaBXNLJoqXNfLulzVqsVywymurr Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 3x4 5x10 MT18HS 3x6 3x6 3x4 8x8 4x6 6x16 2x4 4x10 6x16 3x8 12x20 2x4 6x16 3x6 5x8 3x12 5x8 3x6 5-7-5 5-7-5 10-11-2 5-3-13 16-7-4 5-8-2 21-6-12 4-11-8 28-3-5 6-8-9 34-11-15 6-8-9 42-0-0 7-0-1 5-7-5 5-7-5 10-11-2 5-3-13 16-7-4 5-8-2 Job 7_HAMLET_ROOF Truss M05 Truss Type MONOPITCH Qty 11 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803080 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:08 2017 Page 2 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-S_DM5XLIRAL8zA7GXaBXNLJoqXNfLulzVqsVywymurr LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-140, 11-20=-13 10) User defined: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-140(F), 11-20=-13(F) Concentrated Loads (lb) Vert: 5=-240 21=-240 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_HAMLET_ROOF Truss M06 Truss Type Monopitch Qty 4 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803081 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:08 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-S_DM5XLIRAL8zA7GXaBXNLJrsXT0LuhzVqsVywymurr Scale: 1/4"=1’ 1 2 3 4 5 6 12 11 10 9 8 7 2x4 4x6 4x10 8x14 MT18HS 3x4 3x16 MT18HS 4x8 5x10 MT18HS 8x16 2x4 4x6 5x12 5-1-4 5-1-4 12-5-13 7-4-9 19-10-7 7-4-9 27-6-8 7-8-1 5-1-4 5-1-4 12-5-13 7-4-9 19-10-7 7-4-9 27-6-8 7-8-1 1-11-3 2-6-1 0.25 12 Plate Offsets (X,Y)-- [2:0-3-4,0-2-0], [6:0-3-7,0-4-0], [8:0-3-8,0-2-8], [11:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 Job 7_HAMLET_ROOF Truss M07 Truss Type Monopitch Qty 5 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803082 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:09 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-wBnkIsLwCTT?bKiT5HimwYsymxoP4MJ6kUc2VNymurq Scale = 1:36.0 1 2 3 4 5 10 9 8 7 6 3x4 5x10 MT18HS 3x6 3x8 3x16 MT18HS 3x12 8x8 3x6 3x6 3x12 6-11-8 6-11-8 13-7-8 6-8-0 20-7-0 6-11-8 6-11-8 6-11-8 13-7-8 6-8-0 20-7-0 6-11-8 2-0-7 2-5-9 0.25 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [4:0-3-8,0-1-8], [9:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job 7_HAMLET_ROOF Truss M08 Truss Type Monopitch Qty 9 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803083 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:09 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-wBnkIsLwCTT?bKiT5HimwYs0uxq54aO6kUc2VNymurq Scale = 1:31.0 1 2 3 5 4 2x4 2x4 3x4 3x4 -1-4-0 1-4-0 6-0-0 6-0-0 2-0-4 4-0-4 3-8-12 0-3-8 4-0-4 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.74 Job 7_HAMLET_ROOF Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 7 Hamlet Job Reference (optional) I30803084 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:10 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-ONL6VCMYznbsCTHff_D?TmPGXL5gp1IGy8Lc1pymurp Scale = 1:31.0 1 2 4 3 5 6 2x4 4x6 2x4 3x4 6-0-0 6-0-0 6-0-0 6-0-0 2-0-4 4-0-4 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.75 0.02 DEFL. Job 7_HAMLET_ROOF Truss T01 Truss Type Hip Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803085 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:10 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-ONL6VCMYznbsCTHff_D?TmP7YL9?ppeGy8Lc1pymurp Scale = 1:62.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 5x12 3x8 3x4 3x6 4x6 3x6 3x6 3x6 5x12 4x6 6x8 3x4 6x8 3x6 8-0-0 8-0-0 12-1-4 4-1-4 18-8-2 6-6-14 25-3-0 6-6-14 33-3-0 8-0-0 -1-4-0 1-4-0 8-0-0 8-0-0 16-7-8 8-7-8 25-3-0 8-7-8 33-3-0 8-0-0 34-7-0 1-4-0 2-0-4 Job 7_HAMLET_ROOF Truss T02 Truss Type Hip Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803086 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:11 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-sZuUjYNAj5jjqdsrDikE?zxKjkQIYFTPBo59ZFymuro Scale = 1:61.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 5x12 4x6 3x6 3x6 3x6 3x6 2x4 4x8 3x8 3x6 3x4 3x8 4x6 3x4 3x6 10-0-0 10-0-0 12-1-4 2-1-4 16-7-8 4-6-4 23-3-0 6-7-8 33-3-0 10-0-0 -1-4-0 1-4-0 5-1-12 5-1-12 10-0-0 4-10-4 16-7-8 6-7-8 23-3-0 6-7-8 Job 7_HAMLET_ROOF Truss T03 Truss Type Hip Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803087 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:11 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-sZuUjYNAj5jjqdsrDikE?zxNokQlYHcPBo59ZFymuro Scale = 1:61.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 4x8 4x8 3x4 3x6 3x6 3x8 4x8 3x6 4x8 3x6 3x8 5x6 3x4 5x6 3x8 6-1-12 6-1-12 12-0-0 5-10-4 12-1-4 0-1-4 21-3-0 9-1-12 27-1-4 5-10-4 33-3-0 6-1-12 -1-4-0 1-4-0 6-1-12 6-1-12 12-0-0 5-10-4 16-7-8 Job 7_HAMLET_ROOF Truss T04 Truss Type Hip Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803088 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:12 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-KmSswuOoUOraSnR1mPFTYBUUG8pWHjmYQSqi5hymurn Scale = 1:62.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 19 20 12 11 3x8 5x12 4x6 3x8 3x4 3x6 3x6 3x6 4x6 4x10 3x6 3x8 6x6 3x4 8x8 3x6 7-1-12 7-1-12 12-1-4 4-11-8 19-3-0 7-1-12 26-1-4 6-10-4 33-3-0 7-1-12 -1-4-0 1-4-0 7-1-12 7-1-12 14-0-0 6-10-4 19-3-0 5-3-0 26-1-4 Job 7_HAMLET_ROOF Truss T05 Truss Type Hip Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803089 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:12 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-KmSswuOoUOraSnR1mPFTYBUWk8q3Hm5YQSqi5hymurn Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 5x12 3x6 2x4 3x6 3x6 3x6 3x6 5x12 3x8 3x6 3x6 4x6 8x8 3x4 8x8 3x6 6-2-6 6-2-6 12-1-4 5-10-14 16-0-0 3-10-12 17-3-0 1-3-0 25-1-4 7-10-4 33-3-0 8-1-12 -1-4-0 1-4-0 8-1-12 8-1-12 16-0-0 Job 7_HAMLET_ROOF Truss T06 Truss Type COMMON Qty 3 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803090 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:13 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-py0F8EOQFizR3x0EK7mi4O1dIY6i0D?ie6aGe8ymurm Scale = 1:61.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x8 4x10 3x8 3x4 3x6 3x6 3x6 3x6 3x6 3x6 3x6 5x8 3x4 5x8 3x6 6-2-6 6-2-6 12-1-4 5-10-14 21-1-12 9-0-8 27-0-10 5-10-14 33-3-0 6-2-6 -1-4-0 1-4-0 8-5-8 8-5-8 16-7-8 8-2-0 24-9-8 Job 7_HAMLET_ROOF Truss T07 Truss Type Common Qty 2 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803091 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:13 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-py0F8EOQFizR3x0EK7mi4O1eXYEC0KEie6aGe8ymurm Scale = 1:33.5 1 2 3 4 5 8 7 6 4x6 3x4 3x8 3x4 8x8 8x8 6-7-8 6-7-8 13-3-0 6-7-8 -1-4-0 1-4-0 6-7-8 6-7-8 13-3-0 6-7-8 14-7-0 1-4-0 2-0-4 4-2-12 2-0-4 4.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [4:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 Job 7_HAMLET_ROOF Truss T08 Truss Type Common Qty 3 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803092 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:14 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-H8adLaP2005Hh5bQuqHxdcZpMyaRlnFrtmJpAaymurl Scale = 1:32.7 1 2 3 4 7 6 5 4x6 3x4 3x8 3x4 8x8 8x8 6-7-8 6-7-8 13-3-0 6-7-8 -1-4-0 1-4-0 6-7-8 6-7-8 13-3-0 6-7-8 2-0-4 4-2-12 2-0-4 4.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [4:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job 7_HAMLET_ROOF Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 7 Hamlet Job Reference (optional) I30803093 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:14 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-H8adLaP2005Hh5bQuqHxdcZveyVblh0rtmJpAaymurl Scale = 1:62.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 5x12 3x6 2x4 4x8 3x6 3x6 4x8 3x12 3x6 3x6 3x4 4x6 4x10 4x6 4x6 6-0-0 6-0-0 12-1-4 6-1-4 20-2-0 8-0-12 27-3-0 7-1-0 33-3-0 6-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 13-1-0 7-1-0 20-2-0 Job 7_HAMLET_ROOF Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 7 Hamlet Job Reference (optional) I30803093 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:14 2017 Page 2 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-H8adLaP2005Hh5bQuqHxdcZveyVblh0rtmJpAaymurl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-7=-80, 7-8=-80, 8-9=-80, 10-17=-20 Concentrated Loads (lb) Vert: 11=-250 12=-250 18=-900(B) 19=-250 20=-250 21=-250 22=-250 23=-250 24=-362(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 7_HAMLET_ROOF Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803094 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:15 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-lK8?ZwQhnJD8JF9cSYpAAp6?JMrGU7R?6Q3Mi0ymurk Scale = 1:32.6 1 2 3 4 5 6 10 9 8 7 11 12 4x10 3x6 3x8 3x6 4x10 8x8 8x8 4x10 6-0-0 6-0-0 7-3-0 1-3-0 13-3-0 6-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 7-3-0 1-3-0 13-3-0 6-0-0 14-7-0 1-4-0 2-0-4 4-0-4 2-0-4 4-0-4 4.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-5-0,0-1-13], [4:0-5-0,0-1-13], [5:0-2-8,Edge], [9:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * Job 7_HAMLET_ROOF Truss TG03 Truss Type Half Hip Girder Qty 3 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803095 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:15 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-lK8?ZwQhnJD8JF9cSYpAAp68SMyRUHw?6Q3Mi0ymurk Scale = 1:27.7 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 4x10 3x4 4-0-0 4-0-0 6-0-0 2-0-0 -1-4-0 1-4-0 4-0-0 4-0-0 6-0-0 2-0-0 2-0-4 3-4-4 4.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 Job 7_HAMLET_ROOF Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803096 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:16 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-DXiNmGRJYdL?wOkp?FKPi1fHklGeDl08L4owETymurj Scale = 1:11.3 1 2 3 2x4 2x4 2x4 4-0-2 4-0-2 0-0-4 1-4-1 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.20 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 MiTekfi All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=146/3-11-6, 3=146/3-11-6 Max Horz 1=33(LC 5) Max Uplift1=-8(LC 4), 3=-13(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; 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 CSI. TC BC WB (Matrix) 0.28 0.07 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=382/Mechanical, 7=471/0-3-8 Max Horz 7=87(LC 5) Max Uplift5=-109(LC 5), 7=-87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-431/104 WEBS 3-5=-341/112 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=109. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 120 lb down and 71 lb up at 4-0-0 on top chord, and 87 lb down and 81 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 6=-43(B) 3=-120(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.53 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 0.00 0.04 (loc) 9-10 9-10 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-15 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1378/0-3-8, 7=1378/0-3-8 Max Horz 10=31(LC 5) Max Uplift10=-262(LC 3), 7=-262(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1578/304, 3-4=-1415/305, 4-5=-1583/305, 2-10=-1225/261, 5-7=-1228/262 BOT CHORD 8-9=-235/1411 WEBS 3-9=-60/252, 4-8=-71/390, 2-9=-220/1321, 5-8=-221/1328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=262, 7=262. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 362 lb down and 121 lb up at 4-0-12, 250 lb down and 64 lb up at 6-0-12, and 250 lb down and 64 lb up at 7-2-4, and 362 lb down and 121 lb up at 9-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-4=-80, 4-5=-80, 5-6=-80, 7-10=-20 Concentrated Loads (lb) Vert: 9=-250 8=-250 11=-362(B) 12=-362(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 7-1-0 27-3-0 7-1-0 33-3-0 6-0-0 34-7-0 1-4-0 2-0-4 3-10-11 4-0-4 2-0-4 3-10-11 4.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-11], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.62 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.21 0.01 0.07 (loc) 13-15 13-15 10 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 304 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 17=236/0-3-8, 15=4305/0-3-8, 10=2004/0-3-8 Max Horz 17=-31(LC 6) Max Uplift17=-120(LC 10), 15=-578(LC 3), 10=-370(LC 4) Max Grav 17=249(LC 9), 15=4305(LC 1), 10=2006(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-140/502, 3-4=-197/1337, 4-5=-2789/514, 5-6=-2789/514, 6-7=-2500/488, 7-8=-2716/497, 8-10=-1874/371 BOT CHORD 15-16=-457/186, 15-18=-689/152, 14-18=-689/152, 14-19=-689/152, 19-20=-689/152, 20-21=-689/152, 13-21=-689/152, 12-13=-457/2789, 12-22=-457/2789, 22-23=-457/2789, 11-23=-457/2789 WEBS 3-15=-1180/146, 4-15=-2417/452, 4-13=-659/3874, 6-13=-465/136, 6-11=-451/54, 7-11=-84/454, 2-16=-496/166, 8-11=-411/2462 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=120, 15=578, 10=370. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 900 lb down and 86 lb up at 13-4-8, 250 lb down and 64 lb up at 15-2-4, 250 lb down and 64 lb up at 17-2-4, 250 lb down and 64 lb up at 19-2-4, 250 lb down and 64 lb up at 21-2-4, 250 lb down and 64 lb up at 23-2-4, 250 lb down and 64 lb up at 25-2-4, and 250 lb down and 64 lb up at 27-2-4, and 362 lb down and 121 lb up at 29-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of Continued others. on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 CSI. TC BC WB (Matrix) 0.95 0.31 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.00 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 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 5-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=773/0-3-8, 5=641/0-3-8 Max Horz 7=42(LC 6) Max Uplift7=-74(LC 4), 5=-28(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-705/119, 3-4=-700/117, 2-7=-713/179, 4-5=-581/115 WEBS 2-6=0/492, 4-6=-13/500 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.95 0.31 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.00 0.01 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 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) 8=766/0-3-8, 6=766/0-3-8 Max Horz 8=-33(LC 7) Max Uplift8=-74(LC 4), 6=-74(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-690/117, 3-4=-690/117, 2-8=-706/178, 4-6=-706/178 WEBS 2-7=0/473, 4-7=0/473 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 8-2-0 33-3-0 8-5-8 34-7-0 1-4-0 2-0-4 7-6-12 2-0-4 4.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [8:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.97 0.79 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.47 0.02 0.02 (loc) 13-14 13-14 10 11-13 l/defl >987 >536 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 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* 5-13,5-14,2-17,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 5-14 REACTIONS. (lb/size) 17=475/0-3-8, 14=2157/0-3-8, 10=1067/0-3-8 Max Horz 17=64(LC 6) Max Uplift17=-83(LC 4), 14=-53(LC 6), 10=-108(LC 7) Max Grav 17=563(LC 10), 14=2157(LC 1), 10=1067(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-302/149, 4-5=0/637, 5-6=-860/178, 6-7=-950/150, 7-8=-1139/133, 2-17=-497/141, 8-10=-997/193 BOT CHORD 14-18=0/255, 18-19=0/255, 13-19=0/255, 12-13=-61/1073, 11-12=-61/1073 WEBS 5-13=-47/871, 6-13=-602/175, 5-14=-1463/156, 4-14=-820/195, 4-16=0/258, 8-11=-5/843 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 14 except (jt=lb) 10=108. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 7-10-4 17-3-0 1-3-0 25-1-4 7-10-4 33-3-0 8-1-12 34-7-0 1-4-0 2-0-4 7-2-11 7-4-4 2-0-4 7-2-11 4.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [5:0-6-0,0-1-11], [6:0-6-0,0-1-11], [9:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.76 0.56 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.26 0.02 0.03 (loc) 11-12 11-12 11 12-14 l/defl >999 >980 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-14,2-19,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-18. WEBS 1 Row at midpt 5-16, 6-15, 7-14 REACTIONS. (lb/size) 19=531/0-3-8, 16=1938/0-3-8, 11=1063/0-3-8 Max Horz 19=62(LC 6) Max Uplift19=-78(LC 4), 16=-61(LC 4), 11=-107(LC 7) Max Grav 19=598(LC 10), 16=1938(LC 1), 11=1067(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/48, 4-5=0/542, 6-7=-513/139, 7-8=-1082/170, 8-9=-1264/153, 2-19=-541/140, 9-11=-993/202 BOT CHORD 14-15=0/374, 13-14=-47/1110, 12-13=-47/1110 WEBS 4-18=0/262, 4-16=-832/181, 5-16=-1374/128, 5-15=-50/827, 6-15=-831/47, 6-14=0/542, 7-14=-839/141, 9-12=-40/963 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 16 except (jt=lb) 11=107. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 6-10-4 33-3-0 7-1-12 34-7-0 1-4-0 2-0-4 6-6-11 6-8-4 2-0-4 6-6-11 4.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-3-0], [5:0-6-0,0-1-11], [9:0-2-8,Edge], [12:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.60 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.19 0.02 0.03 (loc) 14-15 14-15 11 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15 REACTIONS. (lb/size) 18=497/0-3-8, 15=2085/0-3-8, 11=1056/0-3-8 Max Horz 18=56(LC 6) Max Uplift18=-80(LC 4), 15=-73(LC 4), 11=-110(LC 5) Max Grav 18=570(LC 10), 15=2085(LC 1), 11=1078(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-352/129, 4-5=0/575, 5-6=-629/158, 6-7=-750/141, 7-8=-1090/162, 8-9=-1267/159, 2-18=-499/146, 9-11=-1008/194 BOT CHORD 16-17=-104/256, 15-16=-104/256, 13-14=-56/1124, 12-13=-56/1124 WEBS 4-15=-792/143, 5-15=-1423/166, 5-14=-69/998, 6-14=-263/79, 7-14=-602/119, 9-12=-50/1036 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 15 except (jt=lb) 11=110. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 4-7-8 21-3-0 4-7-8 27-1-4 5-10-4 33-3-0 6-1-12 34-7-0 1-4-0 2-0-4 5-10-11 6-0-4 2-0-4 5-10-11 4.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-8], [8:0-2-14,0-2-8], [11:0-3-8,0-1-8], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.83 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.48 0.02 0.02 (loc) 12-15 12-15 10 11-12 l/defl >999 >526 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 5-15 REACTIONS. (lb/size) 17=414/0-3-8, 15=2184/0-3-8, 10=1046/0-3-8 Max Horz 17=49(LC 6) Max Uplift17=-79(LC 6), 15=-94(LC 4), 10=-109(LC 5) Max Grav 17=488(LC 10), 15=2184(LC 1), 10=1073(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2/658, 4-5=0/554, 5-6=-811/149, 6-7=-927/135, 7-8=-1223/152, 2-17=-424/133, 8-10=-1006/186 BOT CHORD 14-15=0/353, 14-18=0/353, 13-18=0/353, 13-19=0/353, 12-19=0/353, 11-12=-59/1092 WEBS 3-15=-736/134, 4-15=-567/96, 5-15=-1267/148, 5-12=-21/742, 7-12=-360/102, 8-11=-56/1051 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 15 except (jt=lb) 10=109. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 28-1-4 4-10-4 33-3-0 5-1-12 34-7-0 1-4-0 2-0-4 5-2-11 5-4-4 2-0-4 5-2-11 4.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.84 0.79 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.59 0.03 0.02 (loc) 10-11 10-11 10 11 l/defl >999 >427 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 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 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-1 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15 REACTIONS. (lb/size) 15=1998/0-3-8, 17=493/0-3-8, 10=1041/0-3-8 Max Horz 17=-43(LC 7) Max Uplift15=-113(LC 4), 17=-77(LC 6), 10=-107(LC 5) Max Grav 15=1998(LC 1), 17=542(LC 10), 10=1062(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-23/254, 4-5=0/584, 5-6=-935/147, 6-7=-1040/135, 2-17=-326/130, 8-10=-335/130 BOT CHORD 14-15=0/466, 13-14=0/466, 12-13=0/466, 11-12=0/466, 10-11=-82/990 WEBS 3-16=-443/141, 4-16=0/465, 4-15=-992/61, 5-15=-1448/138, 5-11=-28/614, 7-10=-1112/129 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 15=113, 10=107. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 4-6-11 4-8-4 2-0-4 4-6-11 4.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [3:0-6-0,0-1-11], [6:0-6-0,0-1-11], [7:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 1.00 0.47 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.25 0.03 0.03 (loc) 15-16 15-16 9 10-12 l/defl >999 >586 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-16,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-4 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 4-14 REACTIONS. (lb/size) 16=492/0-3-8, 14=2000/0-3-8, 9=1041/0-3-8 Max Horz 16=-37(LC 7) Max Uplift16=-86(LC 6), 14=-112(LC 4), 9=-111(LC 5) Max Grav 16=516(LC 10), 14=2000(LC 1), 9=1046(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-11/703, 4-5=-698/126, 5-6=-699/127, 6-7=-1179/138, 2-16=-440/152, 7-9=-971/193 BOT CHORD 13-14=-44/533, 12-13=-44/533, 11-12=-42/1023, 10-11=-42/1023 WEBS 3-15=0/284, 3-14=-1044/105, 4-14=-1671/193, 4-12=0/437, 6-12=-405/41, 7-10=-1/825 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 14=112, 9=111. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 -0.00 0.04 (loc) 3-4 3-4 3 3-4 l/defl >928 >443 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 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) 3=920/Mechanical, 4=893/0-3-8 Max Horz 4=113(LC 4) Max Uplift3=-74(LC 5), 4=-53(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 3, 4. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 621 lb down and 40 lb up at 2-0-12, and 621 lb down and 40 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Concentrated Loads (lb) Vert: 5=-621(F) 6=-621(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 0.39 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 26 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) 5=419/0-3-8, 4=270/0-1-8 Max Horz 5=108(LC 6) Max Uplift5=-42(LC 4), 4=-52(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-362/109 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 1.00 0.56 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.54 0.08 0.06 (loc) 7-9 7-9 6 7-9 l/defl >755 >450 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 76 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-9,2-7,4-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (lb/size) 10=1556/0-5-8, 6=1556/0-5-8 Max Horz 10=42(LC 5) Max Uplift10=-48(LC 4), 6=-47(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1494/75, 1-2=-3998/148, 2-3=-3750/140, 3-4=-3733/141, 5-6=-430/39 BOT CHORD 8-9=-116/3988, 7-8=-116/3988, 6-7=-106/3740 WEBS 1-9=-127/3906, 2-9=-899/89, 2-7=-258/10, 4-6=-3749/126 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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) 10, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.75 0.57 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.61 0.03 0.07 (loc) 8-10 8-10 7 8-10 l/defl >749 >440 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 125 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-7,6-8: 2x4 SPF No.2, 2-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-11 REACTIONS. (lb/size) 12=-334/0-5-8, 7=1550/0-5-8, 11=2962/0-5-4 Max Horz 12=24(LC 5) Max Uplift12=-334(LC 1), 7=-46(LC 6), 11=-89(LC 6) Max Grav 12=10(LC 6), 7=1550(LC 1), 11=2962(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=0/330, 1-2=-44/1483, 2-3=-3557/126, 3-4=-3555/129, 4-5=-3544/129, 5-6=-4021/150, 6-7=-1489/77 BOT CHORD 10-11=-1471/68, 9-10=-115/4009, 8-9=-115/4009 WEBS 1-11=-1496/44, 2-11=-2374/137, 2-10=-170/5140, 3-10=-927/92, 5-10=-481/18, 5-8=-1001/102, 6-8=-135/4003 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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) 7, 11 except (jt=lb) 12=334. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 21-6-12 4-11-8 28-3-5 6-8-9 34-11-15 6-8-9 42-0-0 7-0-1 1-7-1 2-5-9 0.25 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [5:0-3-7,0-2-1], [10:0-3-7,0-2-8], [12:0-3-8,0-2-8], [13:0-6-12,0-3-0], [16:0-3-8,0-3-0], [19:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.95 0.91 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.72 -0.01 0.07 (loc) 18-19 18-19 11 18-19 l/defl >748 >356 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 152 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-20,10-11,1-19,5-18,6-15,10-12: 2x4 SPF No.2 6-16,6-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-3-0 oc bracing: 15-16 1-7-8 oc bracing: 13-15. WEBS 1 Row at midpt 9-13 REACTIONS. (lb/size) 20=1322/Mechanical, 11=1218/0-5-8, 15=3856/0-6-12 Max Horz 20=42(LC 5) Max Uplift20=-40(LC 4), 11=-37(LC 4), 15=-116(LC 6) Max Grav 20=1444(LC 10), 11=1218(LC 1), 15=4258(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1381/62, 1-2=-4118/131, 2-3=-4593/132, 3-21=-4599/134, 4-21=-4586/134, 4-5=-4585/135, 5-6=-1317/39, 6-7=-1532/64, 7-8=-1532/65, 8-9=-1514/66, 9-10=-2640/105, 10-11=-1165/64 BOT CHORD 18-19=-113/4110, 17-18=-18/1310, 16-17=-18/1310, 15-16=-4015/129, 14-15=-4015/129, 13-14=-4015/129, 12-13=-71/2628 WEBS 1-19=-115/3987, 2-19=-882/74, 2-18=-2/492, 3-18=-1002/72, 5-18=-102/3409, 5-16=-1835/92, 6-16=-152/5646, 6-15=-4119/173, 6-13=-170/5393, 7-13=-911/87, 9-13=-1332/37, 9-12=-702/85, 10-12=-88/2612 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11 except (jt=lb) 15=116. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 5-8-2 21-6-12 4-11-8 28-11-5 7-4-9 36-3-15 7-4-9 44-0-0 7-8-1 1-7-1 2-6-1 0.25 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [5:0-3-7,0-2-1], [6:0-7-0,0-2-0], [10:0-3-7,0-3-0], [12:0-3-8,0-2-8], [16:0-3-8,0-3-0], [19:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.95 0.96 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.65 0.01 0.08 (loc) 18-19 18-19 15 18-19 l/defl >659 >397 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-13: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-20,10-11,1-19,5-18,6-15,10-12: 2x4 SPF No.2 6-16,6-14: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-3-1 oc bracing: 15-16 3-2-5 oc bracing: 14-15. WEBS 1 Row at midpt 9-14 REACTIONS. (lb/size) 20=1402/Mechanical, 11=1320/0-5-8, 15=4460/0-6-12 Max Horz 20=29(LC 5) Max Uplift20=-42(LC 4), 11=-40(LC 6), 15=-133(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1339/65, 1-2=-3957/134, 2-3=-4300/148, 3-21=-4306/150, 4-21=-4293/150, 4-5=-4289/151, 5-6=-889/41, 6-7=-1704/69, 7-8=-1703/71, 8-9=-1693/72, 9-10=-3079/120, 10-11=-1264/70 BOT CHORD 18-19=-116/3949, 17-18=-20/883, 16-17=-20/883, 15-16=-4460/160, 14-15=-4460/160, 13-14=-86/3066, 12-13=-86/3066 WEBS 1-19=-128/3825, 2-19=-844/77, 2-18=-12/355, 3-18=-1004/80, 5-18=-116/3549, 5-16=-1851/103, 6-16=-187/5664, 6-15=-4304/195, 6-14=-206/6322, 7-14=-1006/96, 9-14=-1426/47, 9-12=-758/93, 10-12=-103/3028 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11 except (jt=lb) 15=133. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 8 lb up at 11-10-0, and 240 lb down and 8 lb up at 16-7-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 WB (Matrix) 0.37 0.30 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 0.01 0.03 (loc) 5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 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 5-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=395/Mechanical, 4=395/0-5-8 Max Horz 6=5(LC 4) Max Uplift6=-27(LC 4), 4=-28(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-350/69, 1-2=-945/121 BOT CHORD 4-5=-125/942 WEBS 1-5=-110/873, 2-4=-895/119 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 BC WB (Matrix) 0.89 0.71 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.49 0.04 0.13 (loc) 6 6 5 6 l/defl >769 >384 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 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 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5 REACTIONS. (lb/size) 7=524/0-3-8, 5=524/0-3-8 Max Horz 7=25(LC 5) Max Uplift7=-36(LC 4), 5=-36(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-457/71, 1-2=-2017/186 BOT CHORD 6-7=-17/265, 5-6=-167/2012 WEBS 1-6=-153/1760, 2-5=-1847/165 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 (Matrix) 0.76 0.25 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.44 0.01 0.11 (loc) 5 5 4 5 l/defl >826 >413 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 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 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=509/0-3-8, 4=509/Mechanical Max Horz 6=17(LC 6) Max Uplift6=-35(LC 4), 4=-36(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-444/70, 1-2=-1912/178, 2-3=-1912/182, 3-4=-445/72 BOT CHORD 5-6=-39/251 WEBS 1-5=-146/1670, 2-5=-427/121, 3-5=-169/1755 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 WB (Matrix) 0.27 0.19 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.03 0.02 (loc) 5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=331/0-3-8, 3=129/Mechanical, 4=38/Mechanical Max Horz 6=88(LC 6) Max Uplift6=-40(LC 4), 3=-32(LC 4), 4=-12(LC 6) Max Grav 6=331(LC 1), 3=129(LC 1), 4=76(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-293/27 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 WB (Matrix) 0.24 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 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 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=258/0-3-8, 3=25/Mechanical, 4=18/Mechanical Max Horz 6=68(LC 6) Max Uplift6=-43(LC 4), 3=-7(LC 7), 4=-41(LC 6) Max Grav 6=258(LC 1), 3=25(LC 1), 4=37(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 WB (Matrix) 0.24 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 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 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=258/0-3-8, 3=25/Mechanical, 4=18/Mechanical Max Horz 6=68(LC 6) Max Uplift6=-43(LC 4), 3=-7(LC 7), 4=-41(LC 6) Max Grav 6=258(LC 1), 3=25(LC 1), 4=37(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.02 0.02 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: 69 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, Except: 6-0-0 oc bracing: 21-22,20-21,19-20,18-19. REACTIONS. All bearings 21-5-0. (lb) - Max Horz 35=34(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 35, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34 Max Grav All reactions 250 lb or less at joint(s) 35, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 75 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 20-7-0. (lb) - Max Horz 35=42(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 35, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34 Max Grav All reactions 250 lb or less at joint(s) 35, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 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 12-1-12. (lb) - Max Horz 20=30(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 11, 12, 13, 14, 15, 16, 17, 18, 19 Max Grav All reactions 250 lb or less at joint(s) 20, 11, 12, 13, 14, 15, 16, 17, 18, 19 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 20, 11, 12, 13, 14, 15, 16, 17, 18, 19. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 in n/a n/a -0.00 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 98 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 27-6-8. (lb) - Max Horz 46=65(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 46, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45 Max Grav All reactions 250 lb or less at joint(s) 46, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 46, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 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 16-0-0. (lb) - Max Horz 27=38(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 Max Grav All reactions 250 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 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 15-6-12. (lb) - Max Horz 26=38(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 Max Grav All reactions 250 lb or less at joint(s) 26, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 26, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 TC BC WB (Matrix) 0.26 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.03 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=462/0-4-9, 3=185/Mechanical, 4=54/Mechanical Max Horz 6=85(LC 5) Max Uplift6=-129(LC 3), 3=-43(LC 3), 4=-40(LC 5) Max Grav 6=462(LC 1), 3=185(LC 1), 4=108(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-409/72 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; end vertical left and right exposed; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 6, 43 lb uplift at joint 3 and 40 lb uplift at joint 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down at 2-9-8, and 44 lb down at 2-9-8 on top chord, and 52 lb up at 2-9-8, and 52 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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=-80, 2-3=-80, 4-6=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017