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Home My WebLink AboutSouthill B (NEW)16023 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). May 23,2019 Liu, Xuegang Pages or sheets covered by this seal: I37184338 thru I37184375 My license renewal date for the state of Indiana is July 31, 2020. B19901621 LENNAR 188 MORNINGSIDE IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE22 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184338 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:42 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-vlSZwVang4R9Ej6pWebaLMqCtME2ZYu73rCUxszDi13 Scale = 1:56.5 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 4x6 3x6 3x6 5x6 3x6 17-3-8 28-0-0 28-0-0 -0-11-4 0-11-4 14-0-0 14-0-0 28-0-0 14-0-0 28-11-4 0-11-4 0-7-88-9-80-7-87.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-3], [2:0-0-1,0-2-15], [2:0-0-0,0-0-1], [8:0-1-9,0-1-8], [18:0-1-9,0-1-8], [22:0-0-0,0-0-0], [23:0-0-0,0-0-0], [24:0-3-0,0-0-3], [24:0-0-1,0-2-15], [24:0-0-0,0-0-1], [35:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.06 0.03 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 25 25 24 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 13-35: 2x4 SPF No.2 WEDGE Left: 2x3 SPF No.2, Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-35 REACTIONS.All bearings 28-0-0. (lb) - Max Horz 2=-198(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 36, 37, 38, 39, 40, 41, 42, 43, 44, 24, 33, 32, 31, 30, 29, 28, 27, 26 Max Grav All reactions 250 lb or less at joint(s) 2, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 24, 34, 33, 32, 31, 30, 29, 28, 27, 26 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 36, 37, 38, 39, 40, 41, 42, 43, 44, 24, 33, 32, 31, 30, 29, 28, 27, 26. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE39 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184339 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:43 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-Ny0y7rbQROZ0ssh?3M6puaNNdma7I07HIVy1TIzDi12 Scale = 1:37.7 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 2120 19 18 17 16 4x6 3x6 3x6 3x6 11-6-1 18-0-0 18-0-0 -0-11-4 0-11-4 9-0-0 9-0-0 18-0-0 9-0-0 18-11-4 0-11-4 0-7-85-10-80-7-87.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [2:0-0-1,0-2-15], [2:0-3-0,0-0-3], [14:0-0-0,0-0-1], [14:0-0-1,0-2-15], [14:0-3-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.06 0.04 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 14 14 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x3 SPF No.2, Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-0-0. (lb) - Max Horz 2=130(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 24, 25, 26, 27, 14, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 22, 23, 24, 25, 26, 27, 14, 20, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23, 24, 25, 26, 27, 14, 20, 19, 18, 17, 16. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE43 Truss Type Common Supported Gable Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184340 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:44 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-r8aKLAb2ChhtT0GCd3d2QnvXNAwM1S_QX9ha?lzDi11 Scale = 1:42.7 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 2423 22 21 20 19 18 4x6 3x6 3x6 3x6 13-0-9 20-8-0 20-8-0 -0-11-4 0-11-4 10-4-0 10-4-0 20-8-0 10-4-0 21-7-4 0-11-4 0-7-86-7-130-7-87.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-3], [2:0-0-1,0-2-15], [2:0-0-0,0-0-1], [16:0-0-0,0-0-1], [16:0-0-1,0-2-15], [16:0-3-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.06 0.04 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 16 16 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x3 SPF No.2, Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-8-0. (lb) - Max Horz 2=-148(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 26, 27, 28, 29, 30, 2, 31, 24, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 16, 25, 26, 27, 28, 29, 30, 2, 31, 24, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 26, 27, 28, 29, 30, 2, 31, 24, 22, 21, 20, 19, 18. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE59 Truss Type Common Supported Gable Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184341 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:46 2019 Page 1 Builders First Source, mooresville,in ID:Mj88UvqdIqFCU2naj1GCj?yQx0r-oXi4msdIjJxbjKQalUfWWC?sZzcwVMyj_TAh4dzDi1? Scale = 1:74.6 Sheet Front Full Sheathing1 Ply 1/2RyDOW8 12 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 28 29 30 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 4039 38 37 36 35 34 33 32 31 5x6 5x6 5x6 5x6 3x6 3x6 5x6 22-10- 1 1 37-8-0 37-8-0 -0-11-4 0-11-4 18-10-0 18-10-0 37-8-0 18-10-0 0-7-811-7-50-7-87.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-3], [2:0-0-1,0-2-15], [2:0-0-0,0-0-1], [9:0-3-0,0-3-0], [23:0-3-0,0-3-0], [30:0-0-1,0-2-15], [30:0-0-0,0-0-1], [30:0-3-0,0-0-3], [39:0-0-0,0-1-12], [40:0-1-12,0-0-0], [50:0-1-12,0-0-0], [51:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.08 0.03 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 1 1 30 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 260 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 16-45,15-46,14-47,13-48,17-44,18-43,19-42: 2x4 SPF No.2 WEDGE Left: 2x3 SPF No.2, Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-45, 15-46, 14-47, 13-48, 12-49, 17-44, 18-43, 19-42, 20-41 REACTIONS.All bearings 37-8-0. (lb) - Max Horz 2=266(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 46, 47, 48, 49, 50, 52, 53, 54, 55, 56, 57, 58, 59, 43, 2, 30, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 Max Grav All reactions 250 lb or less at joint(s) 45, 46, 47, 48, 49, 50, 52, 53, 54, 55, 56, 57, 58, 59, 44, 43, 2, 30, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-261/178 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 47, 48, 49, 50, 52, 53, 54, 55, 56, 57, 58, 59, 43, 2, 30, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE60 Truss Type Roof Special Structural Gable Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184342 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:49 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-C6NDOufA0EK9an89QcDD7rdDSBPqiXR9gRPLgyzDi0y Scale = 1:84.3 Sheet Back Right Option 8-7-2 1 Ply 1/2RyDOW8 12 3 4 5 6 7 8 9 10 24 23 22 21 20 19 18 17 16 15 14 13 12 11 5x6 3x6 4x8 4x6 3x6 5x8 5x10 MT18HS 3x6 4x8 5x6 4x6 5x8 3x4 3x4 13-7-0 4-10-0 5-7-2 21-9 - 1 0 8-7-2 1-8-0 1-8-0 10-2-2 8-6-2 15-3-0 5-0-14 18-8-4 3-5-4 25-1-5 6-5-1 28-2-15 3-1-10 29-0-14 0-9-15 37-8-0 8-7-2 -0-11-4 0-11-4 1-8-0 1-8-0 10-2-2 8-6-2 12-6-11 2-4-9 13-1-5 0-6-10 14-0-0 0-10-11 18-10-0 4-10-0 25-1-5 6-3-5 31-4-10 6-3-5 37-8-0 6-3-6 0-7-811-7-50-7-81-0-07.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-9], [3:0-5-5,0-0-10], [3:0-1-4,0-0-11], [5:0-1-12,0-1-8], [10:0-4-0,Edge], [10:0-0-12,0-2-14], [10:0-0-0,0-0-1], [17:0-2-0,0-2-8], [21:0-2-8,0-2-8], [28:0-0-5,0-0-14], [39:0-1-10,0-1-0], [42:0-1-10,0-1-0], [50:0-1-14,0-1-0], [52:0-1-14,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.74 0.92 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.56 0.24 (loc) 21-23 21-23 17 l/defl >999 >602 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 234 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-19,20-25: 2x4 SPF No.2, 7-17: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-17, 5-21, 17-21 REACTIONS.All bearings 9-11-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=268(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 12, 11 except 10=-350(LC 10), 16=-295(LC 2) Max Grav All reactions 250 lb or less at joint(s) 10, 15, 14, 13, 12, 11 except 2=1051(LC 1), 17=2227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-652/90, 3-4=-1910/117, 4-5=-1452/96, 5-6=-672/130, 6-7=-622/142, 7-9=-32/996, 9-10=-56/752 BOT CHORD 3-23=-131/1755, 21-23=-18/1202, 16-17=-603/71, 15-16=-603/71, 14-15=-603/71, 13-14=-603/71, 12-13=-603/71, 11-12=-603/71, 10-11=-603/71 WEBS 19-21=0/330, 6-21=0/278, 7-17=-1798/88, 9-17=-376/164, 5-23=0/560, 5-21=-867/161, 7-21=0/830, 4-23=-605/123 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 12, 11 except (jt=lb) 10=350, 16=295. Continued on page 2 May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE60 Truss Type Roof Special Structural Gable Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184342 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:49 2019 Page 2 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-C6NDOufA0EK9an89QcDD7rdDSBPqiXR9gRPLgyzDi0y 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE63 Truss Type Common Supported Gable Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184343 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:50 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-gIxbbEgpnXS0BxjL_KkSg29PQauoR75Jv58vCPzDi0x Scale = 1:73.0 Sheet FrontFull Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x6 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-11-00-4-8 0-4-8 12-11-8 12-7-0 -1-3-4 1-3-4 6-5-12 6-5-12 12-11-8 6-5-12 14-2-12 1-3-4 1-9-1310-5-81-9-1316.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.67 0.36 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 7-19,6-20,8-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19, 6-20, 8-18 REACTIONS.All bearings 12-7-0. (lb) - Max Horz 23=-278(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 18, 16 except 14=-562(LC 5), 22=-195(LC 5), 23=-122(LC 7), 17=-108(LC 7), 15=-468(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 23, 18, 17, 16 except 14=581(LC 4), 19=461(LC 6), 15=440(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=0/337, 6-7=0/365, 7-8=-27/365, 8-9=-90/337, 9-10=-150/267, 10-11=-202/272, 11-12=-379/415, 12-14=-344/371 WEBS 7-19=-500/3 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 18, 16 except (jt=lb) 14=562, 22=195, 23=122, 17=108, 15=468. 8) Non Standard bearing condition. Review required. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE64 Truss Type Common Supported Gable Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184344 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:51 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-8UVzpahRYratp5IYX1FiDGia?_EXAaKS8luSkrzDi0w Scale = 1:73.0 Sheet FrontFull Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x6 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-11-012-11-8 12-11-8 -1-3-4 1-3-4 6-5-12 6-5-12 12-11-8 6-5-12 14-2-12 1-3-4 1-9-1310-5-81-9-1316.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.68 0.32 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.03 0.00 (loc) 12-13 12-13 15 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 7-19,6-20,8-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19, 6-20, 8-18 REACTIONS.All bearings 12-7-0. (lb) - Max Horz 24=278(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 22, 18, 17 except 24=-571(LC 4), 21=-108(LC 6), 23=-475(LC 5), 16=-186(LC 4), 15=-116(LC 6) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 18, 17, 16, 15 except 24=590(LC 5), 19=464(LC 7), 23=446(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-350/377, 2-3=-386/421, 3-4=-206/277, 4-5=-155/272, 5-6=-95/337, 6-7=-32/365, 7-8=-0/365, 8-9=0/337 WEBS 7-19=-500/9 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 22, 18, 17 except (jt=lb) 24=571, 21=108, 23=475, 16=186, 15=116. 8) Non Standard bearing condition. Review required. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE65 Truss Type GABLE Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184345 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:51 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-8UVzpahRYratp5IYX1FiDGiiI_IsAd2S8luSkrzDi0w Scale = 1:12.9 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 6 5 2x4 2x4 2x4 2x4 2x4 6-2-9 -0-11-40-11-4 4-11-84-11-8 0-4-82-0-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=-29/4-11-8, 2=184/4-11-8, 6=287/4-11-8 Max Horz 2=60(LC 5) Max Uplift 5=-29(LC 1), 2=-37(LC 4), 6=-30(LC 6) Max Grav 5=5(LC 4), 2=184(LC 1), 6=287(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE65A Truss Type GABLE Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184346 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:52 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-ch3L0wi3J8ikRFtk5lmxlTFt2Oe5v4IcMPd?HHzDi0v Scale = 1:12.9 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 6 5 2x4 2x4 2x4 2x4 2x4 6-2-9 -0-11-40-11-4 4-11-84-11-8 0-4-82-0-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=-29/4-11-8, 2=184/4-11-8, 6=287/4-11-8 Max Horz 2=60(LC 5) Max Uplift 5=-29(LC 1), 2=-37(LC 4), 6=-30(LC 6) Max Grav 5=5(LC 4), 2=184(LC 1), 6=287(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE72 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184347 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:53 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-4tdkEFih4Sqb2PSwfSHAIhn2vo_UeXalb3NZpjzDi0u Scale: 3/8"=1' Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 10-5-11 18-0-0 18-0-0 -0-11-4 0-11-4 9-0-0 9-0-0 18-0-0 9-0-0 18-11-4 0-11-4 0-4-83-4-80-4-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-0-0. (lb) - Max Horz 2=36(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 20, 21, 22, 23, 17, 2, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 12, 19, 20, 21, 22, 17, 2, 16, 15 except 23=293(LC 10), 14=293(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 20, 21, 22, 23, 17, 2, 16, 15, 14. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss GE73 Truss Type Common Supported Gable Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184348 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:54 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-Z3B6RbjJrmySgZ17DApPquKAhCIcNx1uqj66LAzDi0t Scale = 1:72.5 Sheet Back Full Sheathing1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3938 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 3x6 3x6 4x6 3x6 3x6 3x4 3x6 16-1-1220-3-8 20-3-8 -1-3-4 1-3-4 10-1-12 10-1-12 20-3-8 10-1-12 21-6-12 1-3-4 1-4-811-6-41-4-812.00 12 Plate Offsets (X,Y)-- [15:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.17 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 21 21 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 11-30,10-31,9-33,12-29,13-28: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-30, 10-31, 9-33, 12-29, 13-28 REACTIONS.All bearings 20-3-8. (lb) - Max Horz 39=277(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 31, 33, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24 except 39=-346(LC 4), 22=-296(LC 5), 38=-325(LC 5), 23=-291(LC 4) Max Grav All reactions 250 lb or less at joint(s) 31, 33, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24, 23 except 39=412(LC 5), 22=362(LC 4), 30=378(LC 7), 38=278(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/249, 8-9=-19/257, 9-10=-21/326, 10-11=-23/340, 11-12=-23/340, 12-13=-21/326, 13-14=-19/257 WEBS 11-30=-411/0 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 33, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24 except (jt=lb) 39=346, 22=296, 38=325, 23=291. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss M06 Truss Type MONO TRUSS Qty 4 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184349 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:54 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-Z3B6RbjJrmySgZ17DApPquK7vCECN_euqj66LAzDi0t Scale = 1:15.6 1 2 3 4 2x4 2x4 2x4 6-3-86-3-8 -0-11-4 0-11-4 6-3-8 6-3-8 0-4-82-5-112-2-30-3-82-5-114.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.57 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.00 (loc) 2-4 2-4 4 l/defl >926 >371 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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)2=311/0-3-8, 4=234/0-1-8 Max Horz 2=75(LC 5) Max Uplift 2=-52(LC 4), 4=-23(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss T23 Truss Type COMMON Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184350 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:55 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-1FlUexkxc34JIicJmtKeN6tM8bXO6PF23MsgtczDi0s Scale = 1:38.0 1 2 3 4 5 6 7 9 8 4x6 5x8 3x6 3x8 2x4 2x4 5x8 9-0-09-0-0 18-0-09-0-0 -0-11-4 0-11-4 4-6-1 4-6-1 9-0-0 4-5-15 13-5-15 4-5-15 18-0-0 4-6-1 18-11-4 0-11-4 0-7-85-10-80-7-87.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [2:0-0-1,0-4-1], [2:0-3-8,Edge], [6:0-0-0,0-0-1], [6:0-0-1,0-4-1], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.59 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.03 (loc) 2-9 2-9 6 l/defl >999 >733 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=772/0-5-8, 6=772/0-5-8 Max Horz 2=130(LC 5) Max Uplift 2=-69(LC 6), 6=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-975/105, 3-4=-757/89, 4-5=-757/89, 5-6=-975/105 BOT CHORD 2-9=-53/770, 6-9=-18/770 WEBS 4-9=0/477 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss T25 Truss Type COMMON Qty 5 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184351 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:56 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-VSJssHlZNNCAwsBVKartwJPYz?sqrqMBH0bDQ2zDi0r Scale = 1:42.7 1 2 3 4 5 6 7 9 8 5x8 3x6 3x8 4x6 2x4 2x4 5x8 10-4-010-4-0 20-8-010-4-0 -0-11-4 0-11-4 5-2-1 5-2-1 10-4-0 5-1-15 15-5-15 5-1-15 20-8-0 5-2-1 21-7-4 0-11-4 0-7-86-7-130-7-87.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [2:0-0-1,0-2-15], [2:0-3-8,Edge], [6:0-0-0,0-0-1], [6:0-0-1,0-2-15], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.21 0.70 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.03 (loc) 9-12 9-12 6 l/defl >999 >615 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=883/0-3-8, 6=883/0-3-8 Max Horz 2=-142(LC 4) Max Uplift 2=-67(LC 6), 6=-67(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1192/131, 3-4=-907/106, 4-5=-907/106, 5-6=-1192/131 BOT CHORD 2-9=-68/973, 6-9=-26/973 WEBS 4-9=0/575, 5-9=-326/138, 3-9=-326/138 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss T26 Truss Type Common Qty 5 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184352 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:56 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-VSJssHlZNNCAwsBVKartwJPPy?o6rqKBH0bDQ2zDi0r Scale = 1:68.3 1 2 3 4 5 9 8 7 610111213 6x16 4x6 5x6 3x6 3x8 2x4 2x4 4x8 10-1-1210-1-12 20-0-09-10-4 5-2-10 5-2-10 10-1-12 4-11-2 15-0-14 4-11-2 20-0-0 4-11-2 1-4-811-6-41-8-012.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [5:0-1-14,0-1-12], [6:Edge,0-1-8], [9:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.79 0.94 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.48 0.02 (loc) 7-9 7-9 6 l/defl >990 >495 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF No.2, 1-9: 2x4 SPF 2100F 1.8E, 5-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size)9=950/Mechanical, 6=957/Mechanical Max Horz 9=277(LC 5) Max Uplift 9=-27(LC 7), 6=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-929/120, 2-3=-736/179, 3-4=-706/178, 4-5=-910/119, 1-9=-747/110, 5-6=-748/107 BOT CHORD 7-9=-113/567, 6-7=0/539 WEBS 3-7=-136/558 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) 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) 9, 6. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss T26A Truss Type Common Qty 5 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184353 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:57 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-zesE3dlC8hK1X0lhuIM6SXycgP9FaHdLWgLmyVzDi0q Scale = 1:68.3 1 2 3 4 5 6 7 11 10 9 812131415 6x16 4x6 3x6 3x6 3x8 2x4 2x4 6x16 10-1-1210-1-12 20-3-810-1-12 5-2-10 5-2-10 10-1-12 4-11-2 15-0-14 4-11-2 20-3-8 5-2-10 21-6-12 1-3-4 1-4-811-6-41-4-812.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [6:0-1-12,0-1-12], [8:Edge,0-3-8], [8:0-0-0,0-1-12], [11:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.67 0.88 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.42 0.02 (loc) 9-11 9-11 8 l/defl >999 >572 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-9: 2x4 SPF No.2, 1-11,6-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=965/Mechanical, 8=1056/0-3-8 Max Horz 11=-294(LC 4) Max Uplift 11=-27(LC 7), 8=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-952/120, 2-3=-758/180, 3-5=-757/180, 5-6=-951/120, 1-11=-766/110, 6-8=-855/157 BOT CHORD 9-11=-90/580, 8-9=0/575 WEBS 3-9=-139/600 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) 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) 11, 8. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss T29 Truss Type Common Qty 4 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184354 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:57 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-zesE3dlC8hK1X0lhuIM6SXydfPCCaIrLWgLmyVzDi0q Scale = 1:55.2 1 2 3 4 5 6 7 8 9 12 11 10 3x8 4x6 3x8 5x8 3x6 3x4 2x4 3x4 2x4 5x8 9-4-09-4-0 18-8-09-3-15 28-0-09-4-0 -0-11-4 0-11-4 7-0-1 7-0-1 14-0-0 6-11-15 20-11-15 6-11-15 28-0-0 7-0-1 28-11-4 0-11-4 0-7-88-9-80-7-87.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-1,0-2-15], [2:0-0-0,0-0-1], [5:0-3-0,0-1-12], [8:0-0-0,0-0-1], [8:0-0-1,0-2-15], [8:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.60 0.69 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.48 0.07 (loc) 8-10 8-10 8 l/defl >999 >692 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1173/0-3-8, 8=1173/0-3-8 Max Horz 2=-198(LC 4) Max Uplift 2=-85(LC 6), 8=-85(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1678/152, 3-5=-1496/202, 5-7=-1496/202, 7-8=-1678/152 BOT CHORD 2-12=-82/1356, 10-12=0/910, 8-10=-37/1356 WEBS 5-10=-64/599, 7-10=-365/191, 5-12=-64/599, 3-12=-365/190 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss T29A Truss Type Roof Special Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184355 8.220 s Mar 22 2019 MiTek Industries, Inc. Thu May 23 08:48:10 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-nzfXGLmOb6JTFiYEknWc6Ab1SJJwVPLrjjrAMazDg9Z Scale = 1:57.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 5x6 4x6 3x6 3x12 2x4 3x12 3x4 3x8 2x4 2x4 2x4 4x8 2x4 4x8 5x8 3x8 2x4 2x4 1-8-01-8-0 7-10-06-2-0 13-0-115-2-11 18-0-04-11-5 22-11-154-11-15 28-0-05-0-1 -0-11-4 0-11-4 1-8-0 1-8-0 7-10-0 6-2-0 14-0-0 6-2-0 18-0-0 4-0-0 22-11-15 4-11-15 28-0-0 5-0-1 0-7-88-9-80-7-81-0-07.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-11], [3:0-8-5,0-0-2], [3:0-0-2,0-0-8], [6:0-3-0,0-1-12], [10:0-0-0,0-0-1], [10:0-0-1,0-2-15], [10:0-3-8,Edge], [11:0-2-8,0-1-8], [14:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.66 0.76 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.82 0.25 (loc) 13 13 10 l/defl >999 >408 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 3-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)2=1175/0-3-8, 10=1107/0-3-8 Max Horz 2=202(LC 5) Max Uplift 2=-85(LC 6), 10=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-735/82, 3-4=-2581/172, 4-5=-1985/126, 5-6=-2014/242, 6-7=-1685/263, 7-8=-1579/165, 8-9=-1712/161, 9-10=-1766/82 BOT CHORD 3-17=-178/2447, 16-17=0/1033, 15-16=0/1033, 14-15=0/1033, 10-11=-5/1411 WEBS 12-14=0/270, 7-14=-299/185, 5-17=-310/169, 6-17=-119/988, 6-14=-148/835, 11-14=-33/1431, 4-17=-834/144 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 2 and 50 lb uplift at joint 10. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss T29B Truss Type Roof Special Qty 4 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184356 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:40:59 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-v1_?UJnSgIalnKv4?jOaXy1yBDrd28ye__qt0NzDi0o Scale = 1:59.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 5x6 4x8 3x6 3x12 2x4 3x12 3x4 3x8 2x4 2x4 2x4 4x8 2x4 4x8 5x8 3x8 2x4 2x4 13-7-0 1-8-01-8-0 7-10-06-2-0 18-0-010-2-0 22-11-154-11-15 28-0-05-0-1 -0-11-4 0-11-4 1-8-0 1-8-0 7-10-0 6-2-0 14-0-0 6-2-0 18-0-0 4-0-0 22-11-15 4-11-15 28-0-0 5-0-1 28-11-4 0-11-4 0-7-88-9-80-7-81-0-07.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-11], [3:0-8-5,0-0-2], [3:0-0-2,0-0-8], [10:0-0-0,0-0-1], [10:0-0-1,0-2-15], [10:0-3-8,Edge], [12:0-2-8,0-1-8], [15:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.66 0.89 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.42 -1.12 0.26 (loc) 15-17 15-17 10 l/defl >798 >297 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 3-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)2=1197/0-3-8, 10=1207/0-3-8 Max Horz 2=199(LC 5) Max Uplift 2=-71(LC 6), 10=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-750/79, 3-4=-2646/124, 4-5=-2049/87, 5-6=-2076/204, 6-7=-1743/210, 7-9=-1773/107, 9-10=-1827/31 BOT CHORD 3-17=-135/2504, 15-17=0/1067, 10-12=0/1462 WEBS 7-15=-299/202, 5-17=-308/170, 6-17=-106/1020, 6-15=-107/867, 12-15=0/1477, 4-17=-837/137 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss T77 Truss Type Common Qty 9 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184357 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:00 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-NDYNifo4QcicOUUGZQvp49a4icBQnaHnCeZRZpzDi0n Scale = 1:73.5 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 5x6 3x6 3x6 6x8 3x8 3x4 3x4 2x4 3x4 3x4 2x4 6x8 3x6 9-5-19-5-1 18-10-09-4-15 28-2-159-4-15 37-8-09-5-1 -0-11-4 0-11-4 6-3-6 6-3-6 12-6-11 6-3-5 18-10-0 6-3-5 25-1-5 6-3-5 31-4-10 6-3-5 37-8-0 6-3-6 0-7-811-7-50-7-87.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [2:0-1-0,0-3-15], [2:0-0-0,0-0-1], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [8:0-0-0,0-0-0], [10:0-4-0,Edge], [10:0-0-0,0-0-1], [10:0-1-0,0-3-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.81 0.85 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.55 0.14 (loc) 10-11 10-11 10 l/defl >999 >825 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-13: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 REACTIONS.(lb/size)10=1497/Mechanical, 2=1564/0-3-8 Max Horz 2=266(LC 5) Max Uplift 10=-69(LC 7), 2=-103(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2401/199, 3-5=-2191/219, 5-6=-1564/239, 6-7=-1564/239, 7-9=-2210/223, 9-10=-2424/204 BOT CHORD 2-15=-146/1963, 13-15=-47/1647, 11-13=-10/1655, 10-11=-98/1992 WEBS 6-13=-127/1127, 7-13=-633/180, 7-11=-9/498, 9-11=-275/156, 5-13=-622/178, 5-15=-5/484, 3-15=-257/153 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) 10 except (jt=lb) 2=103. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss T78 Truss Type Common Qty 7 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184358 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:00 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-NDYNifo4QcicOUUGZQvp49a5QcBNnaHnCeZRZpzDi0n Scale = 1:72.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x6 3x6 3x6 3x8 5x6 3x4 3x4 3x4 2x4 6x8 6x8 3x4 2x4 3x6 9-5-19-5-1 18-10-09-4-15 28-2-159-4-15 37-8-09-5-1 6-3-6 6-3-6 12-6-11 6-3-5 18-10-0 6-3-5 25-1-5 6-3-5 31-4-10 6-3-5 37-8-0 6-3-6 0-7-811-7-50-7-87.00 12 Plate Offsets (X,Y)-- [1:0-4-0,Edge], [1:0-1-0,0-3-15], [1:0-0-0,0-0-1], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-0-0,0-0-0], [9:0-0-0,0-0-1], [9:0-1-0,0-3-15], [9:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.76 0.85 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.55 0.14 (loc) 1-14 1-14 9 l/defl >999 >825 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 4-12 REACTIONS.(lb/size)1=1502/Mechanical, 9=1502/Mechanical Max Horz 1=-263(LC 4) Max Uplift 1=-69(LC 6), 9=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2432/205, 2-4=-2218/224, 4-5=-1572/241, 5-6=-1572/241, 6-8=-2218/224, 8-9=-2432/205 BOT CHORD 1-14=-152/1998, 12-14=-49/1662, 10-12=-11/1662, 9-10=-99/1998 WEBS 5-12=-128/1134, 6-12=-633/180, 4-12=-633/180, 6-10=-9/498, 8-10=-275/156, 4-14=-9/498, 2-14=-275/156 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) 1, 9. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss T90 Truss Type COMMON Qty 3 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184359 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:01 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-rP6lv_piBvqS0d3T78R2dN7F?0W9W7IwRIJ_5GzDi0m Scale: 3/8"=1' 1 2 3 4 5 7 6 4x8 3x12 3x6 2x4 3x12 9-0-09-0-0 18-0-09-0-0 -0-11-4 0-11-4 9-0-0 9-0-0 18-0-0 9-0-0 18-11-4 0-11-4 0-4-83-4-80-4-84.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-2], [4:1-0-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.77 0.88 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.46 0.04 (loc) 4-7 4-7 4 l/defl >999 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=772/0-5-8, 4=772/0-5-8 Max Horz 2=36(LC 4) Max Uplift 2=-75(LC 6), 4=-75(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1312/159, 3-4=-1312/159 BOT CHORD 2-7=-66/1157, 4-7=-66/1157 WEBS 3-7=0/422 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss T91 Truss Type COMMON Qty 2 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184360 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:02 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-Kcg76KpKyDyJenefhryH9afQmQrAFaY4gy2XdizDi0l Scale = 1:30.4 1 2 3 4 6 5 4x8 5x8 3x12 3x6 2x4 9-0-09-0-0 17-6-08-6-0 18-0-00-6-0 -0-11-4 0-11-4 9-0-0 9-0-0 17-6-0 8-6-0 18-0-0 0-6-0 0-4-83-4-80-3-84.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-2], [4:0-5-0,0-0-0], [4:0-2-1,0-2-8], [4:0-1-1,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.77 0.90 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.48 0.04 (loc) 4-6 4-6 4 l/defl >999 >437 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=699/0-5-8, 2=774/0-5-8 Max Horz 2=40(LC 4) Max Uplift 4=-37(LC 7), 2=-75(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1321/166, 3-4=-1321/166 BOT CHORD 2-6=-86/1166, 4-6=-86/1166 WEBS 3-6=0/423 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184361 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:03 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-ooEWKgqyjX4AFxDrEYTWioCedqIh_s1Duco598zDi0k Scale = 1:41.8 1 2 3 4 5 6 10 9 8 7111213141516 17 18 4x6 5x12 5x12 5x6 8x8 4x6 3x6 4x6 3x6 5-3-125-3-12 10-4-05-0-4 15-4-45-0-4 20-8-05-3-12 -0-11-4 0-11-4 5-3-12 5-3-12 10-4-0 5-0-4 15-4-4 5-0-4 20-8-0 5-3-12 0-7-86-7-130-7-87.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [3:0-2-12,0-2-0], [4:0-2-8,0-2-0], [5:0-2-12,0-2-0], [6:0-1-3,0-1-12], [7:0-3-8,0-1-8], [9:0-4-0,0-3-12], [10:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.64 0.49 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.26 0.06 (loc) 9-10 9-10 6 l/defl >999 >951 n/a L/d 240 180 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=5117/0-3-8, 2=4979/0-3-8 Max Horz 2=150(LC 12) Max Uplift 6=-217(LC 6), 2=-243(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7941/344, 3-4=-5485/288, 4-5=-5486/287, 5-6=-7967/352 BOT CHORD 2-10=-283/6630, 9-10=-283/6630, 7-9=-233/6656, 6-7=-233/6656 WEBS 4-9=-207/5156, 5-9=-2399/191, 5-7=-50/2537, 3-9=-2367/183, 3-10=-43/2513 NOTES-(8-11) 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: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=217, 2=243. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 932 lb down and 39 lb up at 2-7-4, 932 lb down and 39 lb up at 4-7-4, 932 lb down and 39 lb up at 6-7-4, 932 lb down and 39 lb up at 8-7-4, 932 lb down and 39 lb up at 10-7-4, 936 lb down and 39 lb up at 12-7-4, 936 lb down and 39 lb up at 14-7-4, and 936 lb down and 39 lb up at 16-7-4, and 936 lb down and 39 lb up at 18-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184361 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:03 2019 Page 2 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-ooEWKgqyjX4AFxDrEYTWioCedqIh_s1Duco598zDi0k LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 2-6=-20 Concentrated Loads (lb) Vert: 9=-932(F) 11=-932(F) 12=-932(F) 13=-932(F) 14=-932(F) 15=-936(F) 16=-936(F) 17=-936(F) 18=-936(F) 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss TG12 Truss Type COMMON GIRDER Qty 1 Ply 2 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184362 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:03 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-ooEWKgqyjX4AFxDrEYTWioCcOqGH_qMDuco598zDi0k Scale = 1:35.2 1 2 3 6 5 4789101112 13 14 15 5x12 6x10 5x12 6x8 3x12 3x12 6-1-36-1-3 11-10-135-9-10 18-0-06-1-3 9-0-0 9-0-0 18-0-0 9-0-0 0-7-85-10-80-7-87.00 12 Plate Offsets (X,Y)-- [1:1-0-0,0-1-1], [2:0-4-4,0-3-0], [3:1-0-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.71 0.58 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.05 (loc) 4-6 4-6 3 l/defl >999 >790 n/a L/d 240 180 n/a PLATES MT20 Weight: 206 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7108/0-5-8, 3=7551/0-5-8 Max Horz 1=123(LC 4) Max Uplift 1=-387(LC 5), 3=-412(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10080/559, 2-3=-10243/568 BOT CHORD 1-6=-423/8574, 4-6=-298/5873, 3-4=-412/8717 WEBS 2-4=-270/5781, 2-6=-252/5491 NOTES-(8-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=387, 3=412. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1478 lb down and 82 lb up at 1-4-12, 1478 lb down and 82 lb up at 3-4-12, 1478 lb down and 82 lb up at 5-4-12, 1478 lb down and 82 lb up at 7-4-12, 1468 lb down and 82 lb up at 9-4-12, 1468 lb down and 82 lb up at 11-4-12, 1468 lb down and 82 lb up at 13-4-12, and 1468 lb down and 82 lb up at 15-4-12, and 1468 lb down and 82 lb up at 16-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss TG12 Truss Type COMMON GIRDER Qty 1 Ply 2 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184362 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:03 2019 Page 2 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-ooEWKgqyjX4AFxDrEYTWioCcOqGH_qMDuco598zDi0k LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 1-3=-20 Concentrated Loads (lb) Vert: 7=-1478(F) 8=-1478(F) 9=-1478(F) 10=-1478(F) 11=-1468(F) 12=-1468(F) 13=-1468(F) 14=-1468(F) 15=-1468(F) 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss TG15 Truss Type Common Girder Qty 2 Ply 2 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184363 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:04 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-G_nuX0rbUqD1t5o2oG_lE?kn3EgxjK3N7GXeibzDi0j Scale: 3/16"=1' 1 2 3 4 7 6 589101112 13 4x6 5x6 3x12 3x8 10x10 5x6 6-5-126-5-12 12-7-06-1-4 -1-3-4 1-3-4 6-5-12 6-5-12 12-7-0 6-1-4 1-9-1310-5-82-3-1316.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-2-4,0-2-0], [4:0-3-4,0-0-12], [5:0-3-8,0-1-8], [6:0-5-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.72 0.37 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=4458/0-3-8, 5=5481/0-3-8 Max Horz 7=296(LC 4) Max Uplift 7=-252(LC 6), 5=-307(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3180/264, 3-4=-3166/267, 2-7=-2958/199, 4-5=-3057/205 BOT CHORD 6-7=-418/720, 5-6=-128/439 WEBS 3-6=-248/4490, 2-6=-223/1202, 4-6=-224/1520 NOTES-(8-11) 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 0-2-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=252, 5=307. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1477 lb down and 81 lb up at 2-0-12, 1477 lb down and 81 lb up at 4-0-12, 1477 lb down and 81 lb up at 6-0-12, 1477 lb down and 81 lb up at 8-0-12, and 1477 lb down and 81 lb up at 10-0-12, and 1484 lb down and 77 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss TG15 Truss Type Common Girder Qty 2 Ply 2 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184363 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:04 2019 Page 2 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-G_nuX0rbUqD1t5o2oG_lE?kn3EgxjK3N7GXeibzDi0j LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-1477(B) 9=-1477(B) 10=-1477(B) 11=-1477(B) 12=-1477(B) 13=-1484(B) 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V42 Truss Type Valley Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184364 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:05 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-kBLGlMsDF8LuVFNEMzV_nDH?dd2_Sy9WMwHCE1zDi0i Scale = 1:23.1 1 2 3 43x8 5x10 MT18HS 3x8 2x4 0-0-70-0-7 11-5-911-5-2 5-8-13 5-8-13 11-5-9 5-8-13 0-0-43-4-20-0-47.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.54 0.25 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 27 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=185/11-4-12, 3=185/11-4-12, 4=461/11-4-12 Max Horz 1=-70(LC 4) Max Uplift 1=-17(LC 6), 3=-21(LC 7), 4=-5(LC 6) Max Grav 1=189(LC 10), 3=189(LC 11), 4=461(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-292/75 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V43 Truss Type Valley Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184365 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:05 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-kBLGlMsDF8LuVFNEMzV_nDH6Pd1TSzMWMwHCE1zDi0i Scale = 1:9.4 1 2 3 2x4 3x4 2x4 0-0-70-0-7 4-7-54-6-14 2-3-10 2-3-10 4-7-5 2-3-10 0-0-41-4-20-0-47.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=141/4-6-7, 3=141/4-6-7 Max Horz 1=-24(LC 4) Max Uplift 1=-7(LC 6), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V44 Truss Type VALLEY Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184366 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:06 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-CNveyisr0STl6PxQwh0DKQqD51QdBPWfba0lmTzDi0h Scale = 1:26.6 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-1-014-1-0 7-0-8 7-0-8 14-1-0 7-0-8 0-0-44-1-50-0-47.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-0. (lb) - Max Horz 1=-88(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=273(LC 1), 8=312(LC 10), 6=312(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V45 Truss Type VALLEY Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184367 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:06 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-CNveyisr0STl6PxQwh0DKQqEA1OZBQofba0lmTzDi0h Scale = 1:19.6 1 2 3 43x6 4x6 3x6 2x4 10-1-010-1-0 5-0-8 5-0-8 10-1-0 5-0-8 0-0-42-11-50-0-47.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [3:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.30 0.23 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=166/10-1-0, 3=166/10-1-0, 4=388/10-1-0 Max Horz 1=61(LC 5) Max Uplift 1=-16(LC 6), 3=-20(LC 7), 4=-1(LC 6) Max Grav 1=167(LC 10), 3=167(LC 11), 4=388(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V46 Truss Type VALLEY Qty 1 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184368 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:07 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-gZT0A2tTnlbckZWcTOYSseMQDRecwtsppEmIIvzDi0g Scale = 1:13.4 1 2 3 2x4 3x4 2x4 6-1-06-1-0 3-0-8 3-0-8 6-1-0 3-0-8 0-0-41-9-50-0-47.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.56 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=200/6-1-0, 3=200/6-1-0 Max Horz 1=-34(LC 4) Max Uplift 1=-9(LC 6), 3=-9(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V75 Truss Type Valley Qty 2 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184369 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:08 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-8m1PNOu5Y3jTMi5p163hPrvcpr55fI0y2uVsrMzDi0f Scale = 1:56.2 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-30-0-3 13-0-713-0-4 6-6-4 6-6-4 13-0-7 6-6-4 0-0-48-8-50-0-416.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 13-0-1. (lb) - Max Horz 1=-209(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-219(LC 6), 6=-219(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=289(LC 10), 6=289(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-219/260, 4-6=-219/260 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=219, 6=219. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V76 Truss Type Valley Qty 2 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184370 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:08 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-8m1PNOu5Y3jTMi5p163hPrvcmr54fH1y2uVsrMzDi0f Scale = 1:47.1 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-30-0-3 11-3-711-3-4 5-7-12 5-7-12 11-3-7 5-7-12 0-0-47-6-50-0-416.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.10 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-1. (lb) - Max Horz 1=180(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-104(LC 4), 8=-210(LC 6), 6=-210(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=279(LC 10), 6=279(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-222/270, 4-6=-222/270 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=104, 8=210, 6=210. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V77 Truss Type Valley Qty 2 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184371 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:09 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-cybnakvjJNrKzsg?bpawx3SjwFPIOlO6HYFPNozDi0e Scale = 1:43.5 1 2 3 43x8 4x6 3x8 2x4 0-0-30-0-3 9-6-79-6-4 4-9-4 4-9-4 9-6-7 4-9-4 0-0-46-4-50-0-416.00 12 Plate Offsets (X,Y)-- [1:0-5-11,Edge], [2:Edge,0-1-13], [3:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.39 0.23 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=208/9-6-1, 3=208/9-6-1, 4=301/9-6-1 Max Horz 1=-150(LC 4) Max Uplift 1=-17(LC 7), 3=-12(LC 6), 4=-12(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V78 Truss Type Valley Qty 2 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184372 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:09 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-cybnakvjJNrKzsg?bpawx3SiSFKwOmM6HYFPNozDi0e Scale = 1:33.8 1 2 3 2x4 3x4 2x4 0-0-30-0-3 7-9-77-9-4 3-10-12 3-10-12 7-9-7 3-10-12 0-0-45-2-50-0-416.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.49 0.57 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=288/7-9-1, 3=288/7-9-1 Max Horz 1=121(LC 5) Max Uplift 1=-14(LC 7), 3=-14(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V79 Truss Type Valley Qty 2 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184373 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:10 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-5899o3wL4gzBb0FB9X59UG_w6ees7DbFVC_yvEzDi0d Scale = 1:27.0 1 2 3 2x4 3x4 2x4 0-0-30-0-3 6-0-76-0-4 3-0-4 3-0-4 6-0-7 3-0-4 0-0-44-0-50-0-416.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.30 0.65 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=218/6-0-1, 3=218/6-0-1 Max Horz 1=92(LC 5) Max Uplift 1=-11(LC 7), 3=-11(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V80 Truss Type Valley Qty 2 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184374 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:11 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-ZKjX?Pw_r_52DAqOiEcO1UX7H24YsgrPkskWRhzDi0c Scale = 1:17.2 1 2 3 2x4 3x4 2x4 0-0-30-0-3 4-3-74-3-4 2-1-12 2-1-12 4-3-7 2-1-12 0-0-42-10-50-0-416.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=148/4-3-1, 3=148/4-3-1 Max Horz 1=-62(LC 4) Max Uplift 1=-7(LC 7), 3=-7(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 16023 Swingley Ridge RdChesterfield, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901621 Truss V81 Truss Type Valley Qty 2 Ply 1 LENNAR 188 MORNINGSIDE Job Reference (optional) I37184375 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 06:41:11 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-ZKjX?Pw_r_52DAqOiEcO1UX9t27xsgrPkskWRhzDi0c Scale = 1:11.3 1 2 3 2x4 3x4 2x4 0-0-30-0-3 2-6-72-6-4 1-3-4 1-3-4 2-6-7 1-3-4 0-0-41-8-50-0-416.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=78/2-6-1, 3=78/2-6-1 Max Horz 1=-33(LC 4) Max Uplift 1=-4(LC 7), 3=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 23,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand 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 PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software 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.6-4-8WEBSTrusses 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