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HomeMy WebLinkAboutS201.116023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: 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). December 27,2018 Vance, Jeff Pages or sheets covered by this seal: I35678923 thru I35678937 My license renewal date for the state of Indiana is July 31, 2020. B18803775 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 3 Hamlet Grosmont 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss F01 Truss Type Floor Qty 3 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678923 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:32:58 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Lvss0T9VhukawyZvuU1q4eHjUhiUvfA?BsYxxjy4ovJ Scale = 1:44.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 33 34 3x16 MT18HS FP 2x4 4x6 2x4 2x4 2x4 5x6 3x6 FP 3x4 7x16 MT18HS 5x8 8x10 2x4 4x6 6x10 2x4 4x8 6x10 2x4 4x6 4x6 4x6 4x6 2x4 4x6 2x4 2x4 5x6 5x6 5x12 4x6 2x4 2x4 3x4 0-1-0 0-1-0 15-3-12 15-2-12 22-1-4 6-9-8 26-8-8 4-7-4 1-6-0 0-9-12 1-11-0 0-11-12 0-1-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss F01 Truss Type Floor Qty 3 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678923 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:32:59 2018 Page 2 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-p5PEDpA7SCsRX686RBY3dspuE52je6Q8PWHVT9y4ovI LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-1251 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss F02 Truss Type FLOOR Qty 10 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678924 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:00 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-HHzcR9BlDW_I9GjI?u3I93M3KVMgNY4IeA120by4ovH Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 45 46 3x8 FP 2x4 4x6 2x4 2x4 2x4 5x6 3x6 FP 3x4 7x16 MT18HS 5x8 2x4 4x6 2x4 8x10 8x10 4x6 2x4 4x6 6x10 4x6 4x6 4x6 2x4 2x4 4x6 2x4 4x6 4x6 5x12 5x6 4x6 2x4 4x6 2x4 5x6 4x6 4x6 4x6 2x4 4x6 2x4 2x4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss F02 Truss Type FLOOR Qty 10 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678924 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:00 2018 Page 2 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-HHzcR9BlDW_I9GjI?u3I93M3KVMgNY4IeA120by4ovH LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 28-44=-13, 1-27=-67 Concentrated Loads (lb) Vert: 12=-1251 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss F03 Truss Type Floor Qty 3 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678925 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:01 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-lUX_eVCNzp69nQIUZcbXiHvMlvnA64wRtqmbY2y4ovG Scale = 1:26.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 2x4 4x6 2x4 2x4 4x6 2x4 4x6 4x6 4x6 4x6 2x4 4x6 4x6 2x4 4x6 4x6 2x4 2x4 4x6 2x4 16-0-0 16-0-0 1-6-0 1-4-8 0-1-8 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [12:Edge,0-1-8], [15:0-1-8,0-0-0], [16:0-1-8,Edge], [19:0-1-8,0-1-0], [20:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss F04 Truss Type Floor Qty 3 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678926 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:02 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Eg5NsrD?k7E0PZsh7J6mFURW_J4RrTcb5UW94Uy4ovF Scale = 1:44.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 33 34 3x16 MT18HS FP 3x4 4x8 3x6 3x6 3x4 5x8 3x6 FP 8x10 3x4 5x8 8x10 2x4 5x6 6x10 2x4 5x8 6x10 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 2x4 4x6 4x6 5x12 4x6 2x4 2x4 3x4 15-1-0 15-1-0 21-11-12 6-10-12 22-1-4 0-1-8 26-5-12 4-4-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss F05 Truss Type Floor Qty 6 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678927 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:04 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-A2D7GXEGGkUket03Ek8EKvXls6jpJM9tZn?F9Ny4ovD Scale = 1:63.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 45 3x8 FP 3x4 4x6 2x4 2x4 5x6 3x6 FP 3x4 7x16 MT18HS 5x8 2x4 4x6 2x4 8x10 8x10 4x6 2x4 4x6 6x10 4x6 4x6 4x6 2x4 2x4 4x6 2x4 4x6 4x6 5x12 5x6 4x6 2x4 4x6 2x4 5x6 4x6 4x6 4x6 2x4 4x6 2x4 2x4 3x4 3x6 FP 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss F05 Truss Type Floor Qty 6 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678927 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:04 2018 Page 2 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-A2D7GXEGGkUket03Ek8EKvXls6jpJM9tZn?F9Ny4ovD LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 28-44=-13, 1-27=-67 Concentrated Loads (lb) Vert: 12=-1251 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss F06 Truss Type FLOOR Qty 8 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678928 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:05 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-eFnVUsFu12cbG1bGoSfTs732zWAH2tw1oRkphpy4ovC Scale = 1:37.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 29 3x6 FP 2x4 4x6 2x4 3x6 FP 3x4 4x8 4x6 4x6 3x4 2x4 2x4 4x6 4x6 4x6 4x6 4x6 2x4 4x6 4x6 2x4 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 5-2-4 5-2-4 22-4-4 17-2-0 1-6-0 1-6-12 1-0-8 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [17:Edge,0-1-8], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [26:0-1-8,0-0-0], [27:0-1-8,Edge], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss FE01 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678929 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:06 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-6RKthCGWoMkRtBASM9AiPKcI7wdcnPZA05UMDFy4ovB Scale = 1:26.6 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 2x4 3x4 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 16-0-0 16-0-0 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [13:0-1-8,Edge], [27:0-1-8,0-1-0] LOADING (psf) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss FE02 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678930 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:07 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-aduGvYG8ZfsIVLlevshxyY9TxKznWspKFlDwlhy4ovA Scale = 1:36.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 39 3x4 3x6 FP 2x4 2x4 2x4 3x6 FP 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss FE03 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678931 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:08 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2qSe6uHmKz_97UKqTaDAUlhejjJ4FJ3TUPzTI8y4ov9 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 27 28 3x4 3x4 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 16-0-0 16-0-0 0-1-8 0-1-8 2-0-0 2-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss FE04 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678932 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:08 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2qSe6uHmKz_97UKqTaDAUlhehjJ4FJ2TUPzTI8y4ov9 1 2 3 4 5 Scale = 1:12.7 10 9 8 7 6 11 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-10-8 4-10-8 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [11:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss FE05 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678933 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:10 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-?CaOXaJ1saEtMoUDb?FeZAn_7X_YjDYmxjSaM0y4ov7 Scale = 1:45.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 46 3x4 3x6 FP 3x4 3x6 FP 28-0-0 28-0-0 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [23:0-1-8,Edge], [24:0-1-8,Edge], [46:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss FE06 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678934 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:10 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-?CaOXaJ1saEtMoUDb?FeZAn_HX_UjDemxjSaM0y4ov7 1 2 3 Scale = 1:13.0 6 5 4 7 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2-0-0 2-0-0 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,Edge], [7:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss FE07 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678935 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:11 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-TP8mkwJfduNk_y3P8imt6OJ9pxKmSgovANB7uTy4ov6 Scale = 1:35.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 37 2x4 3x6 FP 2x4 3x4 2x4 2x4 3x6 FP 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss FG01 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678936 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:12 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-xbi9yGKHOCVbb6dciQH6ebsG?LYaB1D3P1xhRvy4ov5 Scale = 1:18.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 4x6 3x6 4x6 3x6 4x6 4x6 4x6 4x6 3x6 3x6 3x6 3x6 2x4 2x4 11-1-8 11-1-8 1-6-0 1-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [9:Edge,0-1-8], [11:0-1-8,0-0-0], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803775 Truss FG03 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 3 Hamlet Grosmont Job Reference (optional) I35678937 PROBUILD, MOORESVILLE, IN 46158 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Dec 27 09:33:13 2018 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-PnGX9cLv9VdSDGCoG7oLBpPRHktCwMVCdhgEzLy4ov4 Scale = 1:34.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 25 24 23 22 21 20 19 18 17 6x8 3x6 FP 3x6 FP 6x8 3x6 3x6 3x6 FP 3x6 FP 8x8 8x8 8x10 8x10 3x6 3x6 5x6 5x6 6x8 6x8 3x6 4x6 4x6 3x6 4x6 4x6 3x6 3x6 20-4-4 20-4-4 1-6-0 1-1-4 2-0-0 0-1-8 2-0-0 Plate Offsets (X,Y)-- [9:0-3-0,0-0-0], [21:0-3-0,Edge], [22:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code PRODUCT CODE APPROVALS 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. Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1. Additional stability 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 (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING 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 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. dimensions shown in ft-in-sixteenths 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.59 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.24 0.05 (loc) 22 22 17 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 140 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 1-26,16-17,14-18,3-25,11-20,6-23,8-22,9-21: 2x4 SP No.3(flat) 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) 26=1407/0-5-8, 17=1407/0-1-12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2171/0, 3-5=-2171/0, 5-6=-3494/0, 6-7=-3494/0, 7-8=-4033/0, 8-9=-4033/0, 9-10=-4033/0, 10-11=-3494/0, 11-12=-3494/0, 12-14=-2171/0, 14-15=-2171/0 BOT CHORD 25-26=0/1212, 23-25=0/2925, 22-23=0/3857, 21-22=0/4033, 20-21=0/3857, 18-20=0/2925, 17-18=0/1212 WEBS 15-17=-1781/0, 2-26=-1781/0, 15-18=0/1440, 2-25=0/1440, 12-18=-1131/0, 5-25=-1131/0, 12-20=0/855, 5-23=0/855, 10-20=-544/0, 7-23=-544/0, 10-21=-124/569, 7-22=-124/569, 8-22=-293/17, 9-21=-293/17 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-26=-13, 1-16=-127 December 27,2018 TC BC WB Matrix-S 0.28 0.55 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.06 0.02 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 70 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 7-9,2-14,7-10,2-13,5-10,4-13: 2x4 SPF-S Stud(flat) 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) 14=621/0-5-8, 9=916/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-870/0, 3-4=-870/0, 4-5=-1188/0, 5-6=-1111/0, 6-7=-1111/0 BOT CHORD 13-14=0/501, 12-13=0/1188, 11-12=0/1188, 10-11=0/1188, 9-10=0/700 WEBS 7-9=-1048/0, 2-14=-751/0, 7-10=0/630, 2-13=0/564, 6-10=-352/0, 5-10=-260/0, 4-13=-538/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-13, 1-4=-67, 4-8=-177(F=-110) December 27,2018 2x4 2x4 2x4 2x4 21-5-0 21-5-0 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [18:0-1-8,Edge], [37:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.06 0.01 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: 95 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 21-5-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 32, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. December 27,2018 WB Matrix-R 0.04 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=41/2-0-0, 4=18/2-0-0, 5=81/2-0-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. December 27,2018 WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 123 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 28-0-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 45, 24, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) 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. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. December 27,2018 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-10-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. December 27,2018 Plate Offsets (X,Y)-- [13:0-1-8,Edge], [27:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 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: 75 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 27,2018 2x4 2x4 2x4 2x4 2x4 21-10-8 21-10-8 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [19:0-1-8,Edge], [20:0-1-8,Edge], [39:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 99 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 21-10-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 38, 20, 37, 36, 35, 34, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. December 27,2018 TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 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: 73 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. December 27,2018 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.46 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.11 0.03 (loc) 20 20 17 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 114 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 2-28,3-25,15-17,5-25,15-18,5-23,13-18,7-23,13-19,7-22,10-19,9-22: 2x4 SPF-S Stud(flat) 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: 27-28,26-27,25-26. REACTIONS. (lb/size) 28=121/0-5-8, 25=984/0-5-8, 17=659/0-1-12 Max Uplift 28=-9(LC 3) Max Grav 28=172(LC 2), 25=989(LC 5), 17=664(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-820/0, 6-7=-820/0, 7-8=-1349/0, 8-9=-1349/0, 9-10=-1463/0, 10-12=-1394/0, 12-13=-1394/0, 13-14=-923/0, 14-15=-923/0 BOT CHORD 23-25=0/390, 22-23=0/1129, 21-22=0/1463, 20-21=0/1463, 19-20=0/1463, 18-19=0/1202, 17-18=0/522 WEBS 3-25=-339/0, 15-17=-798/0, 5-25=-845/0, 15-18=0/627, 5-23=0/686, 13-18=-435/0, 7-23=-495/0, 13-19=0/300, 7-22=0/355, 9-22=-301/13 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. December 27,2018 3x6 FP 15-1-0 15-1-0 21-10-8 6-9-8 37-7-12 15-9-4 1-6-0 0-7-0 1-11-0 1-3-4 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,0-0-0], [20:0-1-8,Edge], [21:0-1-8,Edge], [27:0-1-8,Edge], [28:Edge,0-1-8], [31:0-1-8,0-0-0], [32:0-1-8,Edge], [36:0-4-0,Edge], [37:0-1-12,Edge], [38:0-1-8,Edge], [39:0-1-8,Edge], [45:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.93 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.35 0.07 (loc) 37-38 37-38 35 l/defl >999 >736 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* 11-22: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* 34-41: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) *Except* 1-44,28-45,27-28,16-35,3-43,14-36,5-42,7-40,9-38,8-39,25-29,18-33 ,23-30,20-32,21-31,12-37: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 44=1013/0-1-12, 28=278/0-5-8, 35=2947/0-5-8 Max Uplift 28=-105(LC 2) Max Grav 44=1036(LC 2), 28=475(LC 3), 35=2947(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1555/0, 3-4=-1555/0, 4-5=-2646/0, 5-6=-2646/0, 6-7=-3315/0, 7-8=-3315/0, 8-9=-3528/0, 9-10=-3528/0, 10-12=-3498/0, 12-13=-3494/0, 13-14=-510/156, 14-15=-510/156, 15-16=0/2835, 16-17=0/2835, 17-18=0/1789, 18-19=0/1789, 19-20=-610/1011, 20-21=-610/1011, 21-23=-791/598, 23-24=-791/598, 24-25=-610/240, 25-26=-610/240 BOT CHORD 43-44=0/845, 42-43=0/2145, 40-42=0/3027, 39-40=0/3528, 38-39=0/3528, 37-38=0/3574, 36-37=0/1871, 35-36=-1202/0, 33-35=-2178/0, 32-33=-1452/252, 31-32=-1011/610, 30-31=-1011/610, 29-30=-425/735, 28-29=-113/361 WEBS 2-44=-1289/0, 15-35=-2493/0, 2-43=0/1110, 15-36=0/2327, 4-43=-922/0, 13-36=-2155/0, 4-42=0/782, 13-37=0/2240, 6-42=-595/0, 10-37=-342/95, 6-40=0/474, 10-38=-318/343, 8-40=-542/181, 26-28=-550/173, 17-35=-1147/0, 26-29=-199/388, 17-33=0/1021, 24-29=-195/288, 19-33=-837/0, 24-30=-271/87, 19-32=0/963, 23-30=-288/0, 20-32=-488/0, 21-30=0/765, 21-31=-265/0, 12-37=-1354/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 44. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 28=105. 5) 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. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. Continued LOAD CASE(on page S) Standard 2 December 27,2018 1-6-0 0-7-0 2-0-4 0-9-0 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,0-0-0], [17:0-1-8,Edge], [18:0-1-8,Edge], [20:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [25:0-2-8,Edge], [26:0-1-8,Edge], [27:0-1-8,Edge], [32:Edge,0-1-8], [33:0-1-8,0-1-8], [34:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.51 0.79 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.44 0.10 (loc) 25-26 25-26 23 l/defl >999 >597 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 152 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 2-32,15-23,2-31,15-24,4-31,13-24,4-30,13-25,6-30,10-25,6-29,10-26 ,8-29,18-20,17-23: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 32=1193/0-1-12, 23=2366/0-5-8 Max Grav 32=1244(LC 2), 23=2366(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 19-20=-321/0, 2-3=-1907/0, 3-4=-1907/0, 4-5=-3345/0, 5-6=-3345/0, 6-7=-4350/0, 7-8=-4350/0, 8-9=-4793/0, 9-10=-4793/0, 10-12=-5155/0, 12-13=-5151/0, 13-14=-2481/0, 14-15=-2481/0, 15-16=0/889, 16-17=0/889, 17-18=0/340 BOT CHORD 31-32=0/1024, 30-31=0/2671, 29-30=0/3898, 27-29=0/4793, 26-27=0/4793, 25-26=0/5050, 24-25=0/3678, 23-24=-339/1174, 22-23=-340/0, 21-22=-340/0, 20-21=-340/0 WEBS 2-32=-1563/0, 15-23=-2305/0, 2-31=0/1380, 15-24=0/2109, 4-31=-1193/0, 13-24=-1935/0, 4-30=0/1053, 13-25=0/2033, 6-30=-864/0, 10-25=-252/359, 6-29=0/721, 10-26=-640/243, 9-26=-99/307, 8-29=-881/70, 8-27=-63/259, 18-20=0/508, 17-23=-822/0, 12-25=-1351/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 32. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 20-32=-13, 1-19=-67 Concentrated Loads (lb) Vert: 19=-220 12=-1251 December 27,2018 Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.60 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.12 0.03 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 10-12,2-18,10-13,2-17,8-13,4-17,8-14,4-16,6-14: 2x4 SPF-S Stud(flat) 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) 18=626/0-5-8, 12=626/0-5-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-865/0, 3-4=-865/0, 4-5=-1302/0, 5-6=-1302/0, 6-7=-1285/0, 7-8=-1285/0, 8-9=-866/0, 9-10=-866/0 BOT CHORD 17-18=0/491, 16-17=0/1117, 15-16=0/1302, 14-15=0/1302, 13-14=0/1117, 12-13=0/492 WEBS 10-12=-750/0, 2-18=-748/0, 10-13=0/584, 2-17=0/584, 8-13=-392/0, 4-17=-394/0, 8-14=0/263, 4-16=0/370 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 27,2018 3x4 3x6 FP 3x6 FP 0-1-0 0-1-0 15-3-12 15-2-12 22-1-4 6-9-8 37-10-8 15-9-4 1-6-0 0-9-12 1-11-0 1-3-4 0-1-8 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,0-0-0], [20:0-1-8,Edge], [21:0-1-8,Edge], [27:0-1-8,Edge], [28:Edge,0-1-8], [31:0-1-8,0-0-0], [32:0-1-8,Edge], [36:0-4-0,Edge], [37:0-1-8,Edge], [38:0-1-8,Edge], [39:0-1-8,Edge], [45:0-1-8,0-1-0], [46:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.94 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.37 0.07 (loc) 37-38 37-38 35 l/defl >999 >715 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* 11-22: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* 34-41: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) *Except* 44-45,1-44,28-46,27-28,16-35,3-43,14-36,5-42,7-40,9-38,8-39,25-29 ,18-33,23-30,20-32,21-31,12-37: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 44=1012/0-3-8, 28=271/0-5-8, 35=2970/0-5-8 Max Uplift 28=-112(LC 2) Max Grav 44=1034(LC 2), 28=473(LC 3), 35=2970(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1559/0, 3-4=-1559/0, 4-5=-2653/0, 5-6=-2653/0, 6-7=-3324/0, 7-8=-3324/0, 8-9=-3546/0, 9-10=-3546/0, 10-12=-3494/0, 12-13=-3491/0, 13-14=-474/144, 14-15=-474/144, 15-16=0/2892, 16-17=0/2892, 17-18=0/1840, 18-19=0/1840, 19-20=-602/1046, 20-21=-602/1046, 21-23=-785/623, 23-24=-785/623, 24-25=-607/253, 25-26=-607/253 BOT CHORD 43-44=0/846, 42-43=0/2151, 40-42=0/3036, 39-40=0/3546, 38-39=0/3546, 37-38=0/3584, 36-37=0/1849, 35-36=-1247/0, 33-35=-2235/0, 32-33=-1496/242, 31-32=-1046/602, 30-31=-1046/602, 29-30=-444/731, 28-29=-120/360 WEBS 2-44=-1289/0, 15-35=-2514/0, 2-43=0/1114, 15-36=0/2348, 4-43=-925/0, 13-36=-2176/0, 4-42=0/785, 13-37=0/2263, 6-42=-598/0, 10-37=-354/72, 6-40=0/467, 10-38=-313/369, 8-40=-569/187, 26-28=-547/183, 17-35=-1156/0, 26-29=-209/386, 17-33=0/1030, 24-29=-193/298, 19-33=-846/0, 24-30=-279/85, 19-32=0/978, 23-30=-290/0, 20-32=-495/0, 21-30=0/779, 21-31=-271/0, 12-37=-1353/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 28=112. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Continued on page 2 December 27,2018 2-0-0 2-0-0 Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,0-0-0], [17:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [20:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [24:0-4-0,Edge], [25:0-2-4,Edge], [26:0-1-8,Edge], [27:0-1-8,Edge], [33:0-1-8,0-1-0], [34:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.93 0.79 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.43 0.08 (loc) 25-26 25-26 23 l/defl >999 >607 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 146 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* 11-19: 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) *Except* 2-32,15-23,2-31,15-24,4-31,13-24,4-30,13-25,6-30,10-25,6-29,10-26 ,8-29,18-20,17-23: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 32=1122/0-3-8, 20=-510/0-3-8, 23=2747/0-5-8 Max Uplift 20=-625(LC 2) Max Grav 32=1125(LC 7), 23=2749(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1713/0, 3-4=-1713/0, 4-5=-2960/0, 5-6=-2960/0, 6-7=-3778/0, 7-8=-3778/0, 8-9=-4110/0, 9-10=-4110/0, 10-12=-4234/0, 12-13=-4230/0, 13-14=-1392/0, 14-15=-1392/0, 15-16=0/1691, 16-17=0/1691, 17-18=0/777 BOT CHORD 31-32=0/925, 30-31=0/2383, 29-30=0/3419, 27-29=0/4110, 26-27=0/4110, 25-26=0/4244, 24-25=0/2692, 22-23=-777/0, 21-22=-777/0, 20-21=-777/0 WEBS 2-32=-1410/0, 15-23=-2451/0, 2-31=0/1232, 15-24=0/2213, 4-31=-1046/0, 13-24=-2039/0, 4-30=0/902, 13-25=0/2100, 6-30=-717/0, 10-25=-260/206, 6-29=0/588, 10-26=-478/254, 8-29=-753/59, 8-27=-70/264, 18-20=0/1168, 17-23=-1419/0, 17-22=0/456, 18-21=-404/0, 12-25=-1345/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=625. 4) 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. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 20-32=-13, 1-19=-67 Continued on page 2 December 27,2018