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HomeMy WebLinkAboutSOUTHILL C SEALED TRUSS ENGINEERING 18-522216023 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). October 4,2019 Liu, Xuegang Pages or sheets covered by this seal: I38785701 thru I38785744 My license renewal date for the state of Indiana is July 31, 2020. B19902872 LENNAR 164 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 B19902872 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785701 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:12 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-Ij4sCJnHU?w99uKYeKzA1UtPc_N?n7U72eDFKuyWs5b Scale = 1:14.7 Sheet BackFull Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 6 5 2x4 2x4 3x6 2x4 2x4 5-1-3 -0-11-40-11-4 3-7-83-7-8 0-6-82-4-46.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-15], [2:0-0-15,0-5-3], [2:0-2-13,0-0-8] 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-P 0.06 0.04 0.04 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: 13 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 WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=23/3-7-8, 2=147/3-7-8, 6=165/3-7-8 Max Horz 2=66(LC 5) Max Uplift 5=-6(LC 5), 2=-28(LC 6), 6=-27(LC 6) 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 6 lb uplift at joint 5, 28 lb uplift at joint 2 and 27 lb uplift at joint 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.). October 4,2019 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 B19902872 Truss GE19 Truss Type Common Supported Gable Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785702 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:14 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-F6Bdd?oX0cAtPCUwmk?e6vzd7oz0F0DQWyiMPnyWs5Z Scale = 1:73.0 Sheet Front 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 4140 39 38 37 36 35 3433 32 3130 2928 27 26 25 24 2322 3x6 3x6 3x6 4x6 3x6 3x6 3x6 8x8 8x8 8x8 4-0-0 6-8-04-0-016-1-128-9-128-9-12 10-1-121-4-0 11-5-12 1-4-0 20-3-88-9-12 -1-3-4 1-3-4 8-9-12 8-9-12 10-1-12 1-4-0 11-5-12 1-4-0 20-3-8 8-9-12 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], [32:0-1-12,0-0-0], [33:0-2-8,0-0-12], [33:0-0-0,0-1-12], [42:0-2-0,0-2-0], [43:0-2-0,0-2-0], [47:0-4-0,0-2-12], [52:0-1-12,0-0-0], [53:0-4-0 ,0-2-12] 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 0.57 0.33 0.09 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: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-41,20-22: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 10-34,12-29,9-35,13-28: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 10-34, 12-29, 9-35, 13-28 REACTIONS.All bearings 20-3-8. (lb) - Max Horz 41=-277(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 34, 35, 36, 37, 38, 39, 28, 27, 26, 25, 24 except 41=-170(LC 4), 22=-147(LC 5), 40=-499(LC 6), 23=-491(LC 7) Max Grav All reactions 250 lb or less at joint(s) 34, 29, 35, 36, 37, 38, 39, 40, 28, 27, 26, 25, 24, 23, 31, 32, 30 except 41=585(LC 6), 22=575(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-41=-318/108, 2-3=-381/123, 19-20=-374/108, 20-22=-305/94 BOT CHORD 40-41=-51/285, 39-40=-51/285, 38-39=-51/285, 37-38=-51/285, 36-37=-51/285, 35-36=-51/285, 34-35=-51/285, 32-34=-51/285, 31-32=-51/285, 30-31=-51/285, 29-30=-51/285, 28-29=-51/285, 27-28=-51/285, 26-27=-51/285, 25-26=-51/285, 24-25=-51/285, 23-24=-51/285, 22-23=-51/285 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) 34, 35, 36, 37, 38, 39, 28, 27, 26, 25, 24 except (jt=lb) 41=170, 22=147, 40=499, 23=491. 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.).October 4,2019 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 B19902872 Truss GE22 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785703 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:17 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-fhtlF1qQJXYSGfDVRtZLkYbGL?4OSNXtCwx006yWs5W Scale = 1:55.6 Sheet Front 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.). October 4,2019 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 B19902872 Truss GE37 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785704 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:21 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-XS6G5OuwMm3tkHWGgjeHuOlyKdRJOAXS7YvE9tyWs5S Scale = 1:71.5 Sheet Back Full Sheathing 1 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 31 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3x6 5x6 3x6 3x6 5x6 5x6 3x6 21-11- 1 36-0-0 36-0-0 -0-11-4 0-11-4 18-0-0 18-0-0 36-0-0 18-0-0 36-11-4 0-11-4 0-7-811-1-80-7-87.00 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], [10:0-2-2,Edge], [22:0-2-2,Edge], [30:0-3-0,0-0-3], [30:0-0-1,0-2-15], [30:0-0-0,0-0-1], [41:0-3-0,0-3-0], [47:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.06 0.03 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 31 31 30 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 242 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* 16-44,15-45,14-46,13-47,17-43,18-42,19-41: 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 16-44, 15-45, 14-46, 13-47, 17-43, 18-42, 19-41 REACTIONS.All bearings 36-0-0. (lb) - Max Horz 2=-252(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 30, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 42, 41, 2, 40, 39, 38, 37, 36, 35, 34, 33, 32 Max Grav All reactions 250 lb or less at joint(s) 30, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 43, 42, 41, 2, 40, 39, 38, 37, 36, 35, 34, 33, 32 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) 30, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 42, 41, 2, 40, 39, 38, 37, 36, 35, 34, 33, 32. 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.). October 4,2019 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 B19902872 Truss GE38A Truss Type GABLE Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785705 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:26 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-uPw986x3BIhAr2PETGDSbRTfqezg3JPBGqc?q4yWs5N Scale = 1:74.7 Sheet Back Right Option 0-7-2 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 5x6 3x6 3x6 8x10 4x6 3x4 8x8 3x4 3x8 3x4 3x6 3x4 1-3-1 21-6 - 3 0-7-2 9-6-99-6-9 19-1-09-6-7 28-1-49-0-4 28-7-70-6-3 37-0-148-5-7 37-8-00-7-2 6-4-6 6-4-6 12-8-11 6-4-5 18-0-0 5-3-5 19-1-0 1-1-0 25-5-5 6-4-5 28-1-4 2-7-15 31-9-10 3-8-6 36-3-5 4-5-11 37-8-0 1-4-11 0-7-811-9-10-11-07.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-1], [1:0-1-0,0-3-15], [1:0-4-0,Edge], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [30:0-0-8,0-1-8], [40:0-0-0,0-1-1], [42:0-0-1,0-1-1] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.59 0.72 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.54 0.15 (loc) 11-13 11-13 10 l/defl >999 >840 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13, 6-13 REACTIONS.(lb/size)10=1507/0-3-8, 1=1507/0-3-8 Max Horz 1=258(LC 5) Max Uplift 10=-68(LC 7), 1=-70(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2421/206, 2-4=-2200/222, 4-5=-1571/242, 5-6=-1572/242, 6-8=-2077/216, 8-10=-2256/198 BOT CHORD 1-15=-165/2006, 13-15=-62/1662, 11-13=-25/1629, 10-11=-101/1852 WEBS 2-15=-298/156, 4-15=-7/483, 4-13=-638/180, 5-13=-124/1127, 6-13=-592/178, 6-11=-2/391 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 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) 10, 1. 8) 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. 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.).October 4,2019 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 B19902872 Truss GE38B Truss Type ROOF SPECIAL STRUCTU Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785706 8.240 s Jul 27 2019 MiTek Industries, Inc. Fri Oct 4 13:03:27 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-AhezKEbei3gIaDFvE4nqL2UNPJeTLv_SBbjOLGyWngE Scale = 1:79.6 Sheet Front Right Option 8-4-2 1 Ply 1/2RyDOW8 2 3 4 5 6 7 8 9 10 1 16 15 14 13 12 11 8x8 5x6 3x4 3x8 4x8 3x6 5x12 5x8 12x20 10x16 5x6 3x4 3x4 3x4 4x6 3x6 13-7-0 5-10-1 0 21-2 - 1 1 8-4-2 1-8-01-8-0 8-5-86-9-8 10-3-51-9-13 15-3-04-11-11 26-2-410-11-4 29-0-142-10-10 37-5-08-4-2 -0-11-4 0-11-4 1-8-0 1-8-0 8-5-8 6-9-8 10-3-5 1-9-13 14-0-0 3-8-11 15-3-0 1-3-0 19-1-0 3-10-0 28-1-4 9-0-4 35-8-2 7-6-14 37-5-0 1-8-14 0-7-811-9-11-0-121-0-07.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-0-1], [4:0-1-12,0-1-8], [6:0-1-12,0-1-4], [10:0-0-0,0-6-11], [11:0-2-1,0-0-0], [12:0-8-11,Edge], [12:0-0-0,0-1-12], [14:0-3-8,0-2-8], [17:0-3-0,0-0-14] , [19:0-1-4,0-1-4], [19:0-0-12,0-1-4], [20:0-1-9,0-1-0], [30:0-2-0,0-0-0] 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-AS 0.74 0.76 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.42 -1.20 0.32 (loc) 11-13 11-13 10 l/defl >999 >374 n/a L/d 240 180 n/a PLATES MT20 Weight: 258 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x8 SP 2400F 2.0E, 7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-13: 2x4 SPF 2100F 1.8E, 10-12: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 16-17,11-14,6-14,6-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13, 6-11, 4-14 REACTIONS.(lb/size)1=1361/0-3-8, 10=1486/0-3-8 Max Horz 1=-247(LC 4) Max Uplift 1=-31(LC 6), 10=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-61=-669/107, 2-3=-2929/196, 3-4=-2686/201, 4-5=-1999/221, 5-6=-1935/312, 6-7=-1992/302, 7-8=-2008/247, 8-9=-2148/194, 9-10=-337/105 BOT CHORD 2-15=-184/2659, 14-15=-129/2307, 10-11=-66/1743 WEBS 5-14=-332/160, 11-14=0/1262, 6-14=-153/1027, 6-11=-139/696, 8-11=-466/261, 4-15=0/519, 3-15=-449/70, 4-14=-793/133 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 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 31 lb uplift at joint 1 and 66 lb uplift at joint 10. 8) 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. 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.). October 4,2019 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 B19902872 Truss GE39 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785707 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:35 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-78zZ1B2i33puQQbzVfuZSLKLoGDSgXzWLjIze3yWs5E Scale = 1:37.7 Sheet Front 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.). October 4,2019 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 B19902872 Truss GE40 Truss Type Common Supported Gable Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785708 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:36 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-bLWxEX3KqNxl2a992MPo?YtNTgVPPyhgaN1WBVyWs5D Scale: 3/16"=1' Sheet BackFull 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 11-10-140-4-8 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 1-10-119-5-61-10-1114.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] 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 0.58 0.31 0.15 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: 95 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: 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 REACTIONS.All bearings 12-7-0. (lb) - Max Horz 23=-244(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 18, 17, 16 except 14=-470(LC 5), 22=-159(LC 5), 23=-121(LC 7), 15=-410(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 23, 18, 17, 16 except 14=479(LC 4), 19=368(LC 6), 15=392(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=0/290, 6-7=0/316, 7-8=-11/316, 8-9=-58/290, 11-12=-300/339, 12-14=-272/302 WEBS 7-19=-399/0 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, 17, 16 except (jt=lb) 14=470, 22=159, 23=121, 15=410. 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.). October 4,2019 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 B19902872 Truss GE41 Truss Type Valley Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785709 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:37 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-3X4JSt4ybg4cfkkLc4w1YmQcz3rc8PXpo1n4jyyWs5C Scale = 1:72.9 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 92x4 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-7-19-5-129-5-12 0-0-411-0-1114.00 12 Plate Offsets (X,Y)-- [8:Edge,0-0-8] 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 0.34 0.31 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 175 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 7-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-10 REACTIONS.All bearings 9-5-12. (lb) - Max Horz 1=316(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 13, 14, 15 except 1=-149(LC 4) Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12, 13, 14, 15 except 1=283(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/216, 2-3=-332/209, 3-4=-289/200 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) 9, 10, 11, 12, 13, 14, 15 except (jt=lb) 1=149. 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.). October 4,2019 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 B19902872 Truss GE42 Truss Type Scissor Supported Gable Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785710 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:38 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-YjehfC5bM_CTHuJYAnRG4zynNTDwtqvy1hWdFOyWs5B Scale = 1:55.6 Sheet Back Full 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 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-2-16-0-0 6-0-0 12-0-0 6-0-0 -1-3-4 1-3-4 6-0-0 6-0-0 12-0-0 6-0-0 13-3-4 1-3-4 1-7-38-7-31-7-33-2-1314.00 12 7.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14], [14:0-0-12,0-0-8], [24:0-0-12,0-0-8] 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 0.36 0.18 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: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-0-0. (lb) - Max Horz 24=226(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-474(LC 4), 14=-300(LC 5), 23=-384(LC 5), 15=-347(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=491(LC 5), 14=317(LC 4), 19=457(LC 7), 23=336(LC 4), 15=300(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-15/268, 6-7=-19/304, 7-8=-19/304, 8-9=-15/268 WEBS 7-19=-389/0 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=474, 14=300, 23=384, 15=347. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 19, 20, 21, 22, 23, 18, 17, 16, 15. 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.). October 4,2019 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 B19902872 Truss GE43 Truss Type Common Supported Gable Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785711 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:40 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-U6mS4u6rubSBWBTwHCTk9O2BXHwcLmrFU??kKGyWs59 Scale = 1:42.7 Sheet Front 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.). October 4,2019 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 B19902872 Truss GE72 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785712 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:41 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-yIKqIE7Tfva28L26rv_zicaK4hFs4ERPjflHsjyWs58 Scale: 3/8"=1' Sheet Back 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.). October 4,2019 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 B19902872 Truss M02 Truss Type Monopitch Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785713 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:42 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-QUuCVa85QDivmVdJPdWCFp7O04WGphVYyJUrO9yWs57 Scale = 1:23.5 1 2 3 2x4 3x4 3x8 2x4 6-7-8 6-7-8 0-6-83-10-43-6-120-3-83-10-46.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-1], [1:0-1-13,0-7-11] 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 0.64 0.41 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.21 0.00 (loc) 1-3 1-3 3 l/defl >862 >345 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=246/0-11-4, 3=246/0-1-8 Max Horz 1=109(LC 5) Max Uplift 1=-6(LC 6), 3=-36(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) 3 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) 3. 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.). October 4,2019 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 B19902872 Truss M03 Truss Type Monopitch Qty 4 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785714 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:42 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-QUuCVa85QDivmVdJPdWCFp7TW4Z4phVYyJUrO9yWs57 Scale = 1:17.9 1 2 3 4 2x4 3x4 3x8 2x4 4-11-8 4-11-8 0-6-83-0-42-8-120-3-83-0-46.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1], [2:0-1-13,0-7-11] 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 0.29 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 2-4 2-4 4 l/defl >999 >891 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2 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)2=266/0-11-4, 4=168/0-1-8 Max Horz 2=87(LC 5) Max Uplift 2=-49(LC 6), 4=-21(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.). October 4,2019 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 B19902872 Truss T19 Truss Type COMMON Qty 5 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785715 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:43 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-uhSaiw9jBWqmNfCVzK1Rn1gXzUnDY?chBzEOwbyWs56 Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 5x6 3x6 3x6 12x12 5x6 3x4 2x4 3x4 3x8 3x4 8x8 3x6 3x4 2x4 9-6-99-6-9 19-1-09-6-7 28-1-49-0-4 28-7-70-6-3 37-5-08-9-9 6-4-6 6-4-6 12-8-11 6-4-5 19-1-0 6-4-5 25-5-5 6-4-5 28-1-4 2-7-15 31-9-10 3-8-6 35-8-2 3-10-8 37-5-0 1-8-14 0-7-811-9-11-0-127.00 12 Plate Offsets (X,Y)-- [1:0-4-0,Edge], [1:0-0-12,0-2-14], [1:0-0-0,0-0-1], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8] 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-AS 0.75 0.75 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.57 0.18 (loc) 11-13 11-13 10 l/defl >999 >783 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-13: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13, 6-13 REACTIONS.(lb/size)10=1497/Mechanical, 1=1497/Mechanical Max Horz 1=258(LC 5) Max Uplift 10=-67(LC 7), 1=-70(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2404/206, 2-4=-2180/222, 4-5=-1552/241, 5-6=-1554/241, 6-8=-2008/211, 8-10=-2173/222 BOT CHORD 1-15=-168/1988, 13-15=-65/1646, 11-13=-27/1596, 10-11=-98/1762 WEBS 2-15=-297/157, 4-15=-8/480, 4-13=-637/181, 6-13=-570/177, 5-13=-123/1111, 6-11=0/346 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) 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, 1. 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.). October 4,2019 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 B19902872 Truss T21 Truss Type COMMON Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785716 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:44 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-Mt?ywG9Lyqyc?pnhW2YgKECiku4_HSurPdzyT2yWs55 Scale = 1:75.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 3x6 12x12 5x6 3x6 3x4 2x4 3x4 8x8 5x6 3x6 3x8 3x4 3x4 2x4 9-6-99-6-9 19-1-09-6-7 28-1-49-0-4 28-7-70-6-3 37-5-08-9-9 -0-11-4 0-11-4 6-4-6 6-4-6 12-8-11 6-4-5 19-1-0 6-4-5 25-5-5 6-4-5 28-1-4 2-7-15 31-9-10 3-8-6 35-8-2 3-10-8 37-5-0 1-8-14 0-7-811-9-11-0-127.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [2:0-0-12,0-2-14], [2:0-0-0,0-0-1], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8] 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-AS 0.75 0.91 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.57 0.18 (loc) 12-14 12-14 11 l/defl >999 >783 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-14: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS.(lb/size)11=1496/Mechanical, 2=1554/0-3-8 Max Horz 2=266(LC 5) Max Uplift 11=-67(LC 7), 2=-99(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2399/203, 3-5=-2175/219, 5-6=-1551/240, 6-7=-1553/240, 7-9=-2007/210, 9-11=-2172/221 BOT CHORD 2-16=-165/1981, 14-16=-64/1643, 12-14=-26/1595, 11-12=-98/1761 WEBS 3-16=-293/155, 5-16=-6/479, 5-14=-636/180, 7-14=-570/177, 6-14=-122/1110, 7-12=0/346 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) 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) 11, 2. 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.). October 4,2019 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 B19902872 Truss T23 Truss Type COMMON Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785717 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:44 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-Mt?ywG9Lyqyc?pnhW2YgKECp4u9?HZMrPdzyT2yWs55 Scale = 1:38.3 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.). October 4,2019 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 B19902872 Truss T25 Truss Type COMMON Qty 5 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785718 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:45 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-q3ZL7cA_j84TdzMu4l3vsSl?vIUR0_T_eHjV?UyWs54 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.). October 4,2019 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 B19902872 Truss T26 Truss Type Common Qty 5 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785719 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:46 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-JG7jLyBcURCKE6w4eTa8PfI1eilylRh8txS2XwyWs53 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.). October 4,2019 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 B19902872 Truss T26A Truss Type Common Qty 5 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785720 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:47 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-nSh5YHCEFlKBsGVGCA5NytqEL565Tu?H6bCc3NyWs52 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.). October 4,2019 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 B19902872 Truss T29 Truss Type Common Qty 4 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785721 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:47 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-nSh5YHCEFlKBsGVGCA5NytqFK592TvDH6bCc3NyWs52 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.). October 4,2019 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 B19902872 Truss T29A Truss Type Roof Special Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785722 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:48 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-FeFTmdCs03S2UQ4TltdcU4NPAVUECIJRKFy9cpyWs51 Scale = 1:58.9 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 11-4-11 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, 7-9=-1712/165, 9-10=-1766/82 BOT CHORD 3-17=-178/2447, 15-17=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 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.). October 4,2019 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 B19902872 Truss T29B Truss Type Roof Special Qty 4 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785723 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:49 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-jrprzzDUmMav5affJb8r1IvasvoTxlJaZvhi8FyWs50 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.). October 4,2019 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 B19902872 Truss T49 Truss Type Scissor Qty 3 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785724 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:50 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-B1NEAJE6XgimjkErtIf4ZVSm3JDkgHOjoZRGghyWs5? Scale = 1:56.0 1 2 3 4 7 6 5 5x8 3x8 3x8 5x6 3x8 3x8 6-0-06-0-0 12-0-06-0-0 -1-3-4 1-3-4 6-0-0 6-0-0 12-0-0 6-0-0 1-7-38-7-31-7-33-2-1314.00 12 7.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0], [5:0-8-0,0-1-0], [6:0-3-0,0-2-12], [7:0-8-0,0-1-0] 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 0.64 0.56 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.16 0.19 (loc) 6-7 6 5 l/defl >999 >899 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 2x4 SPF No.2 *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=558/0-5-8, 5=463/0-5-8 Max Horz 7=244(LC 5) Max Uplift 7=-42(LC 6), 5=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-584/59, 3-4=-580/101, 2-7=-616/115, 4-5=-525/66 BOT CHORD 6-7=-134/322, 5-6=-106/325 WEBS 3-6=-38/427 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) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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.). October 4,2019 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 B19902872 Truss T51 Truss Type COMMON Qty 4 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785725 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:51 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-fDxcOfFkI_qdLup1R0AJ6j?xGjWXPdbt0DApD8yWs5_ Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 5x6 3x6 3x6 8x10 4x6 3x4 2x4 3x4 3x8 3x4 3x4 2x4 8x8 3x6 9-6-99-6-9 19-1-09-6-7 28-7-79-6-7 37-8-09-0-9 6-4-6 6-4-6 12-8-11 6-4-5 19-1-0 6-4-5 25-5-5 6-4-5 31-9-10 6-4-5 37-8-0 5-10-6 0-7-811-9-10-11-07.00 12 Plate Offsets (X,Y)-- [1:0-4-0,Edge], [1:0-0-12,0-2-14], [1:0-0-0,0-0-1], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8] 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-AS 0.61 0.72 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.54 0.15 (loc) 11-13 11-13 10 l/defl >999 >837 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13, 6-13 REACTIONS.(lb/size)10=1507/0-3-8, 1=1507/Mechanical Max Horz 1=258(LC 5) Max Uplift 10=-68(LC 7), 1=-70(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2425/206, 2-4=-2199/222, 4-5=-1571/242, 5-6=-1572/242, 6-8=-2077/216, 8-10=-2256/198 BOT CHORD 1-15=-165/2006, 13-15=-62/1662, 11-13=-25/1629, 10-11=-101/1852 WEBS 2-15=-298/157, 4-15=-7/483, 4-13=-637/180, 5-13=-124/1127, 6-13=-592/178, 6-11=-2/391 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) 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, 1. 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.). October 4,2019 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 B19902872 Truss T55 Truss Type COMMON Qty 6 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785726 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:51 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-fDxcOfFkI_qdLup1R0AJ6j?x5jSCPfst0DApD8yWs5_ Scale = 1:71.5 1 2 3 4 5 6 7 8 9 11 10 3x6 5x8 3x6 8x8 5x12 5x12 2x4 2x4 8x8 12-0-012-0-0 24-0-011-11-15 36-0-012-0-0 -0-11-4 0-11-4 9-0-1 9-0-1 18-0-0 8-11-15 26-11-15 8-11-15 36-0-0 9-0-1 36-11-4 0-11-4 0-7-811-1-80-7-87.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [2:0-0-11,0-2-14], [2:0-4-0,Edge], [8:0-4-0,Edge], [8:0-0-11,0-2-14], [8:0-0-0,0-0-1], [10:0-6-0,0-3-4], [11:0-6-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.62 1.00 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.82 0.10 (loc) 11-14 11-14 8 l/defl >999 >529 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,3-11: 2x3 SPF No.2 WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=1496/0-3-8, 8=1496/0-3-8 Max Horz 2=246(LC 5) Max Uplift 2=-96(LC 6), 8=-96(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2225/204, 3-5=-1976/263, 5-7=-1976/263, 7-8=-2225/204 BOT CHORD 2-11=-113/1818, 10-11=0/1210, 8-10=-52/1818 WEBS 5-10=-81/789, 7-10=-509/242, 5-11=-81/789, 3-11=-509/242 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 5) 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. 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.). October 4,2019 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 B19902872 Truss T90 Truss Type COMMON Qty 3 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785727 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:52 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-7QU_b?GN3HzUy1OE_jhYfwX3R6pE8Bv0FtwNkayWs4z 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.). October 4,2019 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 B19902872 Truss T91 Truss Type COMMON Qty 2 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785728 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:53 2019 Page 1 Builders First Source, mooresville,in ID:PouZ7KDVqm08wpN_tlSTjeyNJUI-bc2MpLG?qb5LaBzQYRCnB84ECW8Fte9AUXfwG0yWs4y 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.). October 4,2019 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 B19902872 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785729 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:54 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-4ock0hHdbvDCCLYc68j0kLdS2wbmcweJjBPToTyWs4x 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 October 4,2019 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 B19902872 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785729 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:54 2019 Page 2 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-4ock0hHdbvDCCLYc68j0kLdS2wbmcweJjBPToTyWs4x 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 B19902872 Truss TG11 Truss Type Common Girder Qty 1 Ply 2 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785730 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:55 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-Y?A7E1IFMCL3pV6pgsFFGZ9azKxqLOpTxr81LvyWs4w Scale = 1:91.0 Sheet Front Right Option -1-11-15 1 Ply 7/16OSB8 1 2 3 4 5 6 7 12 11 10 9 8 15 13 16 1417 27 28 29 30 3x6 4x6 5x6 4x10 3x4 3x6 8x8 5x6 2x4 3x6 2x4 5x8 2x4 2x4 8x8 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-11-15 2-3-156-5-32- 1 1 - 5 4-10-02-6-01-6-0 10- 9 - 6 5-5-125-5-12 9-11-04-5-4 10-8-00-9-0 11-5-0 0-9-0 12-7-01-2-0 14-6-15 1-11-15 5-5-12 5-5-12 6-5-12 1-0-0 9-11-0 3-5-4 10-8-0 0-9-0 11-5-0 0-9-0 12-7-0 1-2-0 1-10-1114-4-012-1-314.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [2:0-1-4,0-1-8], [3:0-3-0,Edge], [5:Edge,0-1-14], [7:0-3-0,0-1-4], [9:0-4-0,0-2-0], [10:0-3-12,0-1-8], [11:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.82 0.51 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.01 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 389 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-12: 2x4 SPF 2100F 1.8E, 7-8,4-10,6-9,7-9: 2x4 SPF No.2 9-15,18-19,19-20,25-26: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 9-15 JOINTS 1 Brace at Jt(s): 13, 14, 15, 16 REACTIONS.(lb/size)12=4828/0-3-8, 8=5014/0-3-8 Max Horz 12=465(LC 4) Max Uplift 12=-247(LC 3), 8=-432(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3570/262, 2-4=-454/247, 6-7=-512/344, 1-12=-3238/193, 7-8=-2913/389 BOT CHORD 11-12=-515/726, 10-11=-244/1450, 9-10=-243/1441 WEBS 2-11=-118/2802, 10-15=-149/2673, 13-15=-215/255, 9-16=-352/436, 14-16=-352/438, 6-14=-315/390, 9-15=-4602/469, 2-15=-2145/246, 11-15=-203/1414, 1-11=-188/1581, 7-9=-328/2424 NOTES-(10-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 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) except (jt=lb) 12=247, 8=432. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1476 lb down and 79 lb up at 1-8-0, 1477 lb down and 79 lb up at 3-3-4, 1477 lb down and 79 lb up at 5-3-4, 1477 lb down and 79 lb up at 7-3-4, and 1477 lb down and 79 lb up at 9-3-4, and 1477 lb down and 79 lb up at 11-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 October 4,2019 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 B19902872 Truss TG11 Truss Type Common Girder Qty 1 Ply 2 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785730 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:55 2019 Page 2 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-Y?A7E1IFMCL3pV6pgsFFGZ9azKxqLOpTxr81LvyWs4w 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 11=-1477(F) 9=-1477(F) 27=-1476(F) 28=-1477(F) 29=-1477(F) 30=-1477(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 B19902872 Truss TG12 Truss Type COMMON GIRDER Qty 1 Ply 2 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785731 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:56 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-0BkVRMJt7WTvRfh?DZmUpmilJkFq4nTcAVuatLyWs4v Scale = 1:36.0 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 October 4,2019 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 B19902872 Truss TG12 Truss Type COMMON GIRDER Qty 1 Ply 2 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785731 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:56 2019 Page 2 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-0BkVRMJt7WTvRfh?DZmUpmilJkFq4nTcAVuatLyWs4v 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 B19902872 Truss V34 Truss Type Valley Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785732 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:57 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-UNIteiJVuqbm3pGBnGHjL_F3x7iGpPLlP8d8PnyWs4u Scale = 1:77.7 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-30-0-3 20-9-820-9-5 10-4-12 10-4-12 20-9-8 10-4-12 0-0-412-1-90-0-414.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] 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 0.15 0.19 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 20-9-1. (lb) - Max Horz 1=286(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-105(LC 4), 12=-204(LC 6), 13=-168(LC 6), 9=-203(LC 7), 8=-168(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11 except 12=339(LC 10), 13=275(LC 1), 9=339(LC 11), 8=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-319/172, 6-7=-287/110 WEBS 3-12=-257/253, 5-9=-257/253 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) 7 except (jt=lb) 1=105, 12=204, 13=168, 9=203, 8=168. 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.). October 4,2019 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 B19902872 Truss V35 Truss Type Valley Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785733 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:57 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-UNIteiJVuqbm3pGBnGHjL_F1N7enpP4lP8d8PnyWs4u Scale = 1:69.9 1 2 3 4 5 9 8 7 63x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 18-9-518-9-5 18-9-80-0-3 9-4-12 9-4-12 18-9-8 9-4-12 0-0-410-11-90-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] 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 0.31 0.41 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 18-9-1. (lb) - Max Horz 1=-257(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-267(LC 6), 6=-268(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=442(LC 10), 6=442(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-309/297, 4-6=-314/300 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) 9=267, 6=268. 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.). October 4,2019 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 B19902872 Truss V36 Truss Type Valley Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785734 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:58 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-yZsFs2K7f7jdhyrOL_oyuBnEPX0pYu8vdoNhxEyWs4t Scale = 1:60.0 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 16-9-516-9-5 16-9-80-0-3 8-4-12 8-4-12 16-9-8 8-4-12 0-0-49-9-90-0-414.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [3:Edge,0-1-14], [5:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.23 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 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 *Except* 5-7: 2x4 SPF-S Stud 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 3-8 REACTIONS.All bearings 16-9-1. (lb) - Max Horz 1=-229(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-228(LC 6), 6=-228(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=377(LC 10), 6=377(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-270/259, 4-6=-273/261 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) 9=228, 6=228. 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.). October 4,2019 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 B19902872 Truss V37 Truss Type Valley Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785735 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:59 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-QmPd3OLmQRrUI6QavhJBRPKPzxOGHMV2sS6EUgyWs4s Scale = 1:55.2 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-9-514-9-5 14-9-80-0-3 7-4-12 7-4-12 14-9-8 7-4-12 0-0-48-7-90-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] 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 0.18 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 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 14-9-1. (lb) - Max Horz 1=-201(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-195(LC 6), 6=-195(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=324(LC 10), 6=324(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, 5 except (jt=lb) 8=195, 6=195. 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.). October 4,2019 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 B19902872 Truss V38 Truss Type Valley Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785736 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:01:59 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-QmPd3OLmQRrUI6QavhJBRPKPGxO9HLN2sS6EUgyWs4s Scale = 1:46.1 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-9-512-9-5 12-9-80-0-3 6-4-12 6-4-12 12-9-8 6-4-12 0-0-47-5-90-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] 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 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 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 12-9-1. (lb) - Max Horz 1=172(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-172(LC 6), 6=-172(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=286(LC 10), 6=286(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, 5 except (jt=lb) 8=172, 6=172. 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.). October 4,2019 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 B19902872 Truss V39 Truss Type Valley Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785737 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:02:00 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-uyz0HkMOBlzLwG?mSPqQzctVfLhP0oXC56so06yWs4r Scale = 1:40.6 1 2 3 43x8 5x8 3x8 2x4 0-0-30-0-3 10-9-810-9-5 5-4-12 5-4-12 10-9-8 5-4-12 0-0-46-3-90-0-414.00 12 Plate Offsets (X,Y)-- [1:0-5-12,Edge], [2:0-4-14,0-2-8], [3:0-2-15,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 0.50 0.29 0.16 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: 32 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=228/10-9-1, 3=228/10-9-1, 4=357/10-9-1 Max Horz 1=-144(LC 4) Max Uplift 1=-18(LC 7), 3=-12(LC 6), 4=-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, 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.). October 4,2019 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 B19902872 Truss V40 Truss Type Valley Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785738 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:02:00 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-uyz0HkMOBlzLwG?mSPqQzctUgLj10pmC56so06yWs4r Scale = 1:34.7 1 2 3 42x4 4x6 2x4 2x4 8-9-58-9-5 8-9-80-0-3 4-4-12 4-4-12 8-9-8 4-4-12 0-0-45-1-90-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] 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 0.56 0.18 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 Weight: 26 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=205/8-9-1, 3=205/8-9-1, 4=243/8-9-1 Max Horz 1=116(LC 5) Max Uplift 1=-36(LC 7), 3=-31(LC 6) Max Grav 1=205(LC 1), 3=205(LC 1), 4=251(LC 2) 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.). October 4,2019 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 B19902872 Truss V41 Truss Type Valley Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785739 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:02:01 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-N8XOU4N0y25CYQay06LfWpPm?l5KlHsLKmbLYZyWs4q Scale = 1:17.6 1 2 3 4 5 6 7 10 9 8 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-9-86-9-8 2-5-0 2-5-0 4-4-8 1-11-8 6-9-8 2-5-0 0-0-42-8-22-9-130-0-42-8-214.00 12 Plate Offsets (X,Y)-- [3:0-2-5,0-1-8], [5:0-2-5,0-1-8] 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-R 0.08 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-9-8. (lb) - Max Horz 1=58(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9, 10, 8 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 9, 10, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). October 4,2019 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 B19902872 Truss V42 Truss Type Valley Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785740 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:02:02 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-rL5miQNejMD39a99aqtu21yqX8OTUjFUYQLu4?yWs4p Scale = 1:23.0 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.). October 4,2019 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 B19902872 Truss V43 Truss Type Valley Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785741 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:02:02 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-rL5miQNejMD39a99aqtu21yxJ8NyUkSUYQLu4?yWs4p 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.). October 4,2019 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 B19902872 Truss V44 Truss Type VALLEY Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785742 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:02:03 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-JXf8vmOGTgLwnkkL8XO7bEV2?Ym6DAcen44SdRyWs4o 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.). October 4,2019 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 B19902872 Truss V45 Truss Type VALLEY Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785743 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:02:04 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-njDW75PuEzTnPuIXhFvM8S1Eqy4Hye8n0kq?9tyWs4n Scale = 1:19.7 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.). October 4,2019 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 B19902872 Truss V46 Truss Type VALLEY Qty 1 Ply 1 LENNAR 164 MORNINGSIDE Job Reference (optional) I38785744 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 4 08:02:04 2019 Page 1 Builders First Source, mooresville,in ID:lKcrn?O9vo8LFDa02tTL2GztoWq-njDW75PuEzTnPuIXhFvM8S1F8y?5yeyn0kq?9tyWs4n 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.). October 4,2019 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