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HomeMy WebLinkAboutLENNAR 14 CLAY TRS16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). December 2,2019 Liu, Xuegang Pages or sheets covered by this seal: I39447345 thru I39447367 My license renewal date for the state of Indiana is July 31, 2020. B19903378 LENNAR 14 CLAY 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. 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447345 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:41 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-eY4aYnat_4MouzVkdenB2MCBJ12T0C6LnnsHGbyEjba Scale = 1:45.8 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 5x6 3x4 13-1- 1 2 20-0-0 20-0-0 -0-11-4 0-11-4 10-0-0 10-0-0 20-0-0 10-0-0 20-11-4 0-11-4 0-6-07-2-00-6-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-6], [16:Edge,0-0-6], [24:0-3-0,0-3-0] 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 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 17 17 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 101 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 20-0-0. (lb) - Max Horz 2=-161(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447346 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:42 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-6keyl7bVlNUfW74wAMIQbZkM3RNklekV?Rbqo2yEjbZ Scale = 1:49.4 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 193x4 4x6 3x6 3x4 14- 4 - 3 22-0-0 22-0-0 11-0-0 11-0-0 22-0-0 11-0-0 22-11-4 0-11-4 0-6-07-10-00-6-08.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [17:Edge,0-0-6] 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 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 18 18 17 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 115 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 22-0-0. (lb) - Max Horz 1=-181(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 28, 29, 30, 31, 32, 33, 34, 17, 25, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 1, 27, 28, 29, 30, 31, 32, 33, 34, 17, 25, 24, 23, 22, 21, 20, 19 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 28, 29, 30, 31, 32, 33, 34, 17, 25, 24, 23, 22, 21, 20, 19. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss GE03 Truss Type Common Structural Gable Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447347 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:43 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-axBKzTb7WhdW7Hf6k3pf7nHRGrWoU2leE5LOKUyEjbY Scale = 1:50.7 6-11-5Sheet Front Cathedral 0-7-0 0-7-0 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 9 8 4x6 6x6 3x8 3x8 2x42x4 6x6 2x4 2x4 2x4 4x6 2x4 2x4 2x40-7-0 14 - 4 - 3 0-7-0 0-7-0 11-0-0 10-5-0 21-5-0 10-5-0 22-0-0 0-7-0 -0-11-4 0-11-4 5-7-4 5-7-4 11-0-0 5-4-12 16-4-12 5-4-12 22-0-0 5-7-4 22-11-4 0-11-4 0-6-07-10-00-6-08.00 12 Plate Offsets (X,Y)-- [2:0-2-4,Edge], [6:0-2-4,Edge], [11:0-1-12,0-1-0], [12:0-1-3,0-1-12], [12:0-1-3,0-1-12], [13:0-1-12,0-1-0] 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-SH 0.48 0.87 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.66 0.04 (loc) 6-9 6-9 6 l/defl >999 >395 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=933/0-3-8, 6=933/0-3-8 Max Horz 2=-176(LC 4) Max Uplift 2=-72(LC 6), 6=-72(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1181/133, 3-4=-905/119, 4-5=-905/119, 5-6=-1181/133 BOT CHORD 2-9=-64/920, 6-9=-13/920 WEBS 4-9=-24/638, 5-9=-324/161, 3-9=-324/160 NOTES- (6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss GE15 Truss Type GABLE Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447348 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:46 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-_WtTbVe0oc?5_kOhPBNMlPv?G2j_hSu4w3Z2xpyEjbV Scale = 1:73.0 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 18 19 20 21 22 23 24 25 26 27 28 29 30 31 60 59 58 57 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 3x4 3x4 5x6 3x4 3x45x6 5x6 5x6 5x6 21-6-9 36-0-0 36-0-0 -1-3-4 1-3-4 18-0-0 18-0-0 36-0-0 18-0-0 37-3-4 1-3-4 2-6-011-6-02-6-06.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0], [21:0-3-0,0-3-0], [43:0-3-0,0-3-0], [49:0-3-0,0-3-0] 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 0.31 0.13 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 31 30-31 32 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 279 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 16-46,15-47,14-48,13-49,12-50,17-45,18-44,19-43,20-42: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 16-46, 15-47, 14-48, 13-49, 12-50, 17-45, 18-44, 19-43, 20-42 REACTIONS. All bearings 36-0-0. (lb) - Max Horz 60=147(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 60=-301(LC 4), 32=-282(LC 5), 59=-272(LC 5), 33=-255(LC 4) Max Grav All reactions 250 lb or less at joint(s) 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 60=285(LC 5), 32=265(LC 4), 59=274(LC 4), 33=256(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-12/257, 11-12=-14/283, 12-13=-14/310, 13-14=-13/335, 14-15=-13/366, 15-16=-14/373, 16-17=-14/373, 17-18=-13/366, 18-19=-13/335, 19-20=-14/310, 20-21=-14/283, 21-22=-12/257 WEBS 16-46=-254/0 NOTES- (11-12) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except (jt=lb) 60=301, 32=282, 59=272, 33=255. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss GE16 Truss Type GABLE Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447349 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:47 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-SiRroreeZw7ycuytzvubIdRBfS4tQuwE9jJbTFyEjbU Scale = 1:46.9 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 18 19 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 4x6 3x4 5x6 13-4-3 21-4-0 21-4-0 -1-3-4 1-3-4 10-8-0 10-8-0 21-4-0 10-8-0 22-7-4 1-3-4 2-6-07-10-02-6-06.00 12 Plate Offsets (X,Y)-- [27:0-3-0,0-3-0] 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 0.20 0.09 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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 21-4-0. (lb) - Max Horz 36=-112(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 32, 33, 34, 26, 25, 24, 23, 22 except 36=-128(LC 4), 20=-123(LC 5), 35=-110(LC 5), 21=-105(LC 4) Max Grav All reactions 250 lb or less at joint(s) 36, 20, 28, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 31, 32, 33, 34, 26, 25, 24, 23, 22 except (jt=lb) 36=128, 20=123, 35=110, 21=105. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss GE17 Truss Type GABLE Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447350 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:49 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-P5ZbDXgu5XNfrC6G5Kw3N2XWWGkhupdXc1oiY8yEjbS Scale = 1:73.0 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 60 59 58 57 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 3x4 3x4 5x6 3x4 3x45x6 5x6 5x6 5x6 21-6-9 36-0-0 36-0-0 -1-3-4 1-3-4 18-0-0 18-0-0 36-0-0 18-0-0 37-3-4 1-3-4 2-6-011-6-02-6-06.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0], [21:0-3-0,0-3-0], [43:0-3-0,0-3-0], [49:0-3-0,0-3-0] 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 0.31 0.13 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 31 30-31 32 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 279 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 16-46,15-47,14-48,13-49,12-50,17-45,18-44,19-43,20-42: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 16-46, 15-47, 14-48, 13-49, 12-50, 17-45, 18-44, 19-43, 20-42 REACTIONS. All bearings 36-0-0. (lb) - Max Horz 60=147(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 60=-301(LC 4), 32=-282(LC 5), 59=-272(LC 5), 33=-255(LC 4) Max Grav All reactions 250 lb or less at joint(s) 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 60=285(LC 5), 32=265(LC 4), 59=274(LC 4), 33=256(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-12/257, 11-12=-14/283, 12-13=-14/310, 13-14=-13/335, 14-15=-13/366, 15-16=-14/373, 16-17=-14/373, 17-18=-13/366, 18-19=-13/335, 19-20=-14/310, 20-21=-14/283, 21-22=-12/257 WEBS 16-46=-254/0 NOTES- (11-12) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except (jt=lb) 60=301, 32=282, 59=272, 33=255. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss T02 Truss Type Common Qty 9 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447351 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:50 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-tH6zRshWsrVWTLhSe1RIwF3eAgvGdDHgrhXF4ayEjbR Scale = 1:50.0 1 2 3 4 5 6 8 7 6x6 4x6 3x8 3x8 2x42x4 6x6 11-0-0 11-0-0 22-0-0 11-0-0 5-7-4 5-7-4 11-0-0 5-4-12 16-4-12 5-4-12 22-0-0 5-7-4 22-11-4 0-11-4 0-6-07-10-00-6-08.00 12 Plate Offsets (X,Y)-- [1:0-2-4,Edge], [5:0-2-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.50 0.88 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.69 0.04 (loc) 1-8 1-8 5 l/defl >999 >376 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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 4-6-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=870/Mechanical, 5=938/0-3-8 Max Horz 1=-181(LC 4) Max Uplift 1=-37(LC 6), 5=-72(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1200/138, 2-3=-915/122, 3-4=-914/122, 4-5=-1191/135 BOT CHORD 1-8=-70/942, 5-8=-15/927 WEBS 3-8=-28/645, 4-8=-324/161, 2-8=-340/165 NOTES- (8-9) 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) * 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss T03 Truss Type Common Qty 7 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447352 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:50 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-tH6zRshWsrVWTLhSe1RIwF3gBgzqdDGgrhXF4ayEjbR Scale = 1:43.7 1 2 3 4 5 6 7 8 4x6 5x6 5x12 2x42x4 5x6 9-4-0 9-4-0 9-8-0 0-4-0 19-4-0 9-8-0 -0-11-4 0-11-4 4-11-4 4-11-4 9-8-0 4-8-12 14-4-12 4-8-12 19-4-0 4-11-4 20-3-4 0-11-4 0-6-06-11-50-6-08.00 12 Plate Offsets (X,Y)-- [2:0-2-4,Edge], [6:0-2-4,Edge], [8:0-6-0,0-3-0] 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 0.38 0.59 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.01 (loc) 6-8 6-8 6 l/defl >811 >316 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=370/0-3-8, 8=913/0-3-8, 6=370/0-3-8 Max Horz 2=156(LC 5) Max Uplift 2=-46(LC 6), 8=-42(LC 6), 6=-60(LC 7) Max Grav 2=388(LC 10), 8=913(LC 1), 6=388(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-285/64, 5-6=-285/71 WEBS 4-8=-349/40, 5-8=-306/140, 3-8=-306/141 NOTES- (6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss T04 Truss Type Common Qty 4 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447353 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:51 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-LTgMeCi9d8dN5VGfCkyXSTcqf3HxMhFp4LHpc0yEjbQ Scale = 1:44.5 1 2 3 4 5 6 7 8 4x6 6x6 5x12 2x42x4 6x6 10-0-0 10-0-0 20-0-0 10-0-0 -0-11-4 0-11-4 5-1-4 5-1-4 10-0-0 4-10-12 14-10-12 4-10-12 20-0-0 5-1-4 20-11-4 0-11-4 0-6-07-2-00-6-08.00 12 Plate Offsets (X,Y)-- [2:0-2-4,Edge], [6:0-2-4,Edge], [8:0-6-0,0-3-0] 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 0.39 0.72 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.45 0.03 (loc) 6-8 6-8 6 l/defl >999 >521 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 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 5-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=853/0-3-8, 6=853/0-3-8 Max Horz 2=-161(LC 4) Max Uplift 2=-68(LC 6), 6=-68(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1066/119, 3-4=-817/107, 4-5=-817/107, 5-6=-1066/119 BOT CHORD 2-8=-56/827, 6-8=-8/827 WEBS 4-8=-21/575, 5-8=-289/145, 3-8=-289/145 NOTES- (7-8) 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) * 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss T16 Truss Type Common Qty 4 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447354 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:52 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-pfEksYinOSlEifrrmSTm?g9tcTfo5y9zI?0M8SyEjbP Scale = 1:74.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x6 5x6 3x6 3x6 3x4 4x6 3x4 4x6 3x8 5x6 3x8 5x6 3x6 12-1-3 12-1-3 23-10-13 11-9-11 36-0-0 12-1-3 -1-3-4 1-3-4 9-1-12 9-1-12 18-0-0 8-10-4 26-10-4 8-10-4 36-0-0 9-1-12 37-3-4 1-3-4 2-6-011-6-02-6-06.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [3:0-2-7,0-2-0], [7:0-2-7,0-2-0], [8:0-3-15,0-0-0] 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 0.89 0.62 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.97 0.08 (loc) 14-15 14-15 10 l/defl >999 >441 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 12-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-14,2-15,8-10: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-10 REACTIONS. (lb/size) 10=1514/0-3-8, 15=1514/0-3-8 Max Horz 15=147(LC 5) Max Uplift 10=-108(LC 7), 15=-108(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1691/380, 5-7=-1691/380, 2-15=-385/217, 8-10=-385/217 BOT CHORD 14-15=-92/1486, 11-14=0/1150, 10-11=-92/1486 WEBS 5-11=-84/585, 7-11=-292/249, 5-14=-84/585, 3-14=-292/249, 3-15=-1704/138, 7-10=-1704/138 NOTES- (6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=108, 15=108. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss T17 Truss Type Roof Special Qty 2 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447355 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:53 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-Hso63ujP9mt5KpQ1K9??Xuh2qt_MqPE6XfmvhvyEjbO Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 1112 21 20 19 18 17 16 15 14 13 3x6 5x6 3x6 2x4 2x4 3x6 5x8 2x4 2x4 3x8 4x8 3x4 3x6 4x6 5x6 3x8 4x10 5x8 2-2-0 2-2-0 8-3-12 6-1-12 14-5-8 6-1-12 23-10-13 9-5-5 36-0-0 12-1-3 -1-3-4 1-3-4 2-2-0 2-2-0 8-3-12 6-1-12 14-5-8 6-1-12 18-0-0 3-6-8 26-10-4 8-10-4 36-0-0 9-1-12 37-3-4 1-3-4 2-6-011-6-02-6-01-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [9:0-1-4,0-0-0], [11:0-3-15,0-0-0], [17:0-3-4,0-2-8], [19:0-3-8,0-0-0] 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 0.86 0.66 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.99 0.12 (loc) 13-14 13-14 13 l/defl >999 >434 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 7-14,7-17,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 4-17, 10-13 REACTIONS. (lb/size) 21=1511/0-3-8, 13=1514/0-3-8 Max Horz 21=-147(LC 4) Max Uplift 21=-110(LC 6), 13=-109(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1411/232, 3-4=-2021/303, 4-6=-1729/335, 6-7=-1677/414, 7-9=-1689/381, 9-10=-1685/325, 2-21=-1486/251, 11-13=-368/210 BOT CHORD 18-19=-155/1220, 17-18=-81/1740, 13-14=-96/1488 WEBS 3-19=-690/112, 6-17=-294/133, 7-14=-93/481, 3-18=-6/552, 4-17=-403/114, 14-17=0/1194, 7-17=-147/808, 9-14=-292/255, 10-13=-1727/151, 2-19=-137/1457 NOTES- (6-7) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=110, 13=109. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss T18 Truss Type Roof Special Qty 3 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447356 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:54 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-l2MUGEk1w3?yyz?DttWE45EDlHKbZwCGmJVTDLyEjbN Scale = 1:78.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x6 3x6 2x4 2x4 3x6 5x8 2x4 2x4 3x8 4x8 3x4 3x6 4x6 5x6 3x8 4x10 5x8 2-2-0 2-2-0 8-3-12 6-1-12 14-5-8 6-1-12 23-10-13 9-5-5 36-0-0 12-1-3 -1-3-4 1-3-4 2-2-0 2-2-0 8-3-12 6-1-12 14-5-8 6-1-12 18-0-0 3-6-8 26-10-4 8-10-4 36-0-0 9-1-12 2-6-011-6-02-6-01-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [9:0-1-4,0-0-0], [11:0-3-15,0-0-0], [16:0-3-4,0-2-8], [18:0-3-8,0-0-0] 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 0.85 0.66 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.99 0.12 (loc) 12-13 12-13 12 l/defl >999 >432 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 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* 12-14: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 7-13,7-16,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 4-16 2 Rows at 1/3 pts 10-12 REACTIONS. (lb/size) 20=1513/0-3-8, 12=1430/Mechanical Max Horz 20=162(LC 5) Max Uplift 20=-109(LC 6), 12=-66(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1414/235, 3-4=-2023/309, 4-6=-1732/338, 6-7=-1682/419, 7-9=-1697/380, 9-10=-1693/324, 2-20=-1488/256, 11-12=-270/128 BOT CHORD 17-18=-172/1224, 16-17=-123/1741, 12-13=-131/1497 WEBS 3-18=-694/116, 6-16=-297/136, 7-13=-89/489, 3-17=0/549, 4-16=-400/116, 13-16=0/1196, 7-16=-155/810, 9-13=-299/255, 10-12=-1750/193, 2-18=-157/1464 NOTES- (7-8) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) 12 except (jt=lb) 20=109. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss T19 Truss Type Common Qty 8 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447357 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:54 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-l2MUGEk1w3?yyz?DttWE45ED7HLFZsdGmJVTDLyEjbN Scale = 1:73.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x6 5x6 3x6 3x6 3x4 4x6 3x4 4x6 5x6 3x8 3x8 3x6 5x6 12-1-3 12-1-3 23-10-13 11-9-11 36-0-0 12-1-3 -1-3-4 1-3-4 9-1-12 9-1-12 18-0-0 8-10-4 26-10-4 8-10-4 36-0-0 9-1-12 2-6-011-6-02-6-06.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [3:0-2-7,0-2-0], [7:0-2-7,0-2-0], [8:0-3-15,0-0-0] 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 0.89 0.62 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.98 0.08 (loc) 9-10 9-10 9 l/defl >999 >439 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 11-12: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,3-13,2-14,8-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14 2 Rows at 1/3 pts 7-9 REACTIONS. (lb/size) 14=1516/0-3-8, 9=1430/Mechanical Max Horz 14=162(LC 5) Max Uplift 14=-107(LC 6), 9=-66(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1694/379, 5-7=-1699/379, 2-14=-385/217, 8-9=-283/133 BOT CHORD 13-14=-128/1489, 10-13=0/1152, 9-10=-128/1496 WEBS 5-10=-84/593, 7-10=-300/249, 5-13=-84/585, 3-13=-292/249, 3-14=-1707/137, 7-9=-1734/182 NOTES- (7-8) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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 except (jt=lb) 14=107. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LENNAR 14 CLAY Job Reference (optional) I39447358 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:55 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-DEwsUalfhN7pZ7aQRa1TdJnUuhjXIMiP?zF0lnyEjbM Scale = 1:43.5 1 2 3 4 5 8 7 69 10 11 12 13 14 15 165x8 4x8 5x810x10 4x8 3x6 4x8 3x6 5-2-12 5-2-12 10-0-0 4-9-4 14-9-4 4-9-4 20-0-0 5-2-12 5-2-12 5-2-12 10-0-0 4-9-4 14-9-4 4-9-4 20-0-0 5-2-12 0-6-07-2-00-6-08.00 12 Plate Offsets (X,Y)-- [1:0-1-9,0-2-4], [5:0-1-9,0-2-4] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.51 0.43 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.21 0.05 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=4592/0-3-8, 5=4635/0-3-8 Max Horz 1=-157(LC 3) Max Uplift 1=-254(LC 5), 5=-256(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6731/388, 2-3=-4584/321, 3-4=-4584/321, 4-5=-6728/388 BOT CHORD 1-8=-313/5456, 7-8=-313/5456, 6-7=-255/5455, 5-6=-255/5455 WEBS 3-7=-273/4719, 4-7=-2150/215, 4-6=-79/2304, 2-7=-2152/215, 2-8=-78/2308 NOTES- (8-9) 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) 1=254, 5=256. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 850 lb down and 49 lb up at 2-0-12, 850 lb down and 49 lb up at 4-0-12, 850 lb down and 49 lb up at 6-0-12, 850 lb down and 49 lb up at 8-0-12, 850 lb down and 49 lb up at 10-0-12, 850 lb down and 49 lb up at 12-0-12, 850 lb down and 49 lb up at 14-0-12, and 850 lb down and 49 lb up at 16-0-12, and 850 lb down and 49 lb up at 18-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 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: 1-3=-60, 3-5=-60, 1-5=-20 Continued on page 2 December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LENNAR 14 CLAY Job Reference (optional) I39447358 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:55 2019 Page 2 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-DEwsUalfhN7pZ7aQRa1TdJnUuhjXIMiP?zF0lnyEjbM LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-850(B) 9=-850(B) 10=-850(B) 11=-850(B) 12=-850(B) 13=-850(B) 14=-850(B) 15=-850(B) 16=-850(B) 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 LENNAR 14 CLAY Job Reference (optional) I39447359 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:56 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-iRUFhwlHShFgBG8c?IYi9WJb240a1mDYDd_aHEyEjbL Scale = 1:49.0 1 2 3 4 5 11 10 9 8 7 612 13 14 15 16 17 18 19 20 21 5x8 5x610x10 3x6 10x10 3x6 10x10 5x12 5x12 4x6 4x6 5-5-12 5-5-12 10-8-0 5-2-4 15-10-4 5-2-4 21-4-0 5-5-12 5-5-12 5-5-12 10-8-0 5-2-4 15-10-4 5-2-4 21-4-0 5-5-12 2-6-07-10-02-6-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:Edge,0-1-12], [7:0-2-8,0-5-0], [10:0-2-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.74 0.63 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.03 (loc) 9-10 9-10 6 l/defl >999 >941 n/a L/d 240 180 n/a PLATES MT20 Weight: 235 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 *Except* 1-11,1-10,5-6,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=8558/0-3-8, 6=8644/0-3-8 Max Horz 11=114(LC 12) Max Uplift 11=-461(LC 5), 6=-463(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8082/468, 2-3=-6840/443, 3-4=-6840/443, 4-5=-8061/467, 1-11=-6572/381, 5-6=-6556/380 BOT CHORD 10-11=-109/259, 9-10=-384/7161, 7-9=-333/7142, 6-7=-23/257 WEBS 3-9=-315/5735, 4-9=-1536/163, 4-7=-56/1357, 2-9=-1562/165, 2-10=-58/1384, 1-10=-360/7457, 5-7=-358/7439 NOTES- (9-10) 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 0-5-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 11, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=461, 6=463. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1414 lb down and 76 lb up at 0-8-12, 1410 lb down and 78 lb up at 2-8-12, 1410 lb down and 78 lb up at 4-8-12, 1410 lb down and 78 lb up at 6-8-12, 1410 lb down and 78 lb up at 8-8-12, 1410 lb down and 78 lb up at 10-8-12, 1410 lb down and 78 lb up at 12-8-12, 1410 lb down and 78 lb up at 14-8-12, 1410 lb down and 78 lb up at 16-8-12, and 1410 lb down and 78 lb up at 18-8-12, and 1415 lb down and 74 lb up at 20-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 LENNAR 14 CLAY Job Reference (optional) I39447359 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:56 2019 Page 2 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-iRUFhwlHShFgBG8c?IYi9WJb240a1mDYDd_aHEyEjbL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 9=-1410(B) 12=-1414(B) 13=-1410(B) 14=-1410(B) 15=-1410(B) 16=-1410(B) 17=-1410(B) 18=-1410(B) 19=-1410(B) 20=-1410(B) 21=-1415(B) 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss V01 Truss Type Valley Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447360 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:57 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-Ad2dvGmvD_NXpQjoZ?3xiksvrUTymRFiSHk7qgyEjbK Scale = 1:34.3 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 16-1-3 16-1-3 8-0-10 8-0-10 16-1-3 8-0-10 0-0-45-4-60-0-48.00 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 0.16 0.17 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 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. REACTIONS. All bearings 16-1-3. (lb) - Max Horz 1=-117(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=359(LC 10), 6=358(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-265/138, 4-6=-268/138 NOTES- (7-8) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 6. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss V02 Truss Type Valley Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447361 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:58 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-epb?6bnY_IVOQaI?6jaAExP14uqOVv7rhxTgM6yEjbJ Scale = 1:25.9 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-1-3 12-1-3 6-0-10 6-0-10 12-1-3 6-0-10 0-0-44-0-60-0-48.00 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 0.38 0.10 0.06 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: 31 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 12-1-3. (lb) - Max Horz 1=-86(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=265(LC 1), 8=295(LC 10), 6=295(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss V03 Truss Type GABLE Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447362 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:58 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-epb?6bnY_IVOQaI?6jaAExP0JupiVvYrhxTgM6yEjbJ Scale = 1:18.6 1 2 3 4 2x4 4x6 2x42x4 8-1-3 8-1-3 4-0-10 4-0-10 8-1-3 4-0-10 0-0-42-8-60-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.43 0.14 0.04 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: 19 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=155/8-1-3, 3=155/8-1-3, 4=262/8-1-3 Max Horz 1=-55(LC 4) Max Uplift 1=-22(LC 6), 3=-25(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss V04 Truss Type Valley Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447363 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:24:59 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-609NKxoAlceF2ktBgQ5Pn9xGTI8eEMM?vbDEuZyEjbI Scale = 1:9.6 1 2 3 2x4 3x4 2x4 4-1-3 4-1-3 2-0-10 2-0-10 4-1-3 2-0-10 0-0-41-4-60-0-48.00 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 0.08 0.22 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 4-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=125/4-1-3, 3=125/4-1-3 Max Horz 1=-24(LC 4) Max Uplift 1=-5(LC 6), 3=-5(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss V10 Truss Type Valley Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447364 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:25:00 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-aCjlXHooVvm6guSNE7deJMUQkiU9zoR88FynR?yEjbH Scale = 1:29.4 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-8 0-0-8 17-5-1 17-4-9 8-8-8 8-8-8 17-5-1 8-8-8 0-0-44-4-40-0-46.00 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 0.18 0.21 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: 45 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. REACTIONS. All bearings 17-4-1. (lb) - Max Horz 1=-39(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=386(LC 10), 6=386(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-283/135, 4-6=-286/136 NOTES- (7-8) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 9, 6. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss V11 Truss Type Valley Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447365 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:25:00 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-aCjlXHooVvm6guSNE7deJMUNuiWuzpn88FynR?yEjbH Scale = 1:22.6 1 2 3 4 5 8 7 63x4 4x6 3x42x4 2x4 2x4 2x4 2x4 0-0-8 0-0-8 13-5-1 13-4-9 6-8-8 6-8-8 13-5-1 6-8-8 0-0-43-4-40-0-46.00 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 0.36 0.09 0.05 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: 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. All bearings 13-4-1. (lb) - Max Horz 1=-30(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=285(LC 1), 8=301(LC 10), 6=301(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss V12 Truss Type Valley Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447366 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:25:01 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-2OH8kdpQGDuyI21aor8tsa1aS5qiiGAINviLzRyEjbG Scale = 1:17.8 1 2 3 4 3x8 4x6 3x82x4 0-0-8 0-0-8 9-5-1 9-4-9 4-8-8 4-8-8 9-5-1 4-8-8 0-0-42-4-40-0-46.00 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 0.24 0.19 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 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=145/9-4-1, 3=145/9-4-1, 4=362/9-4-1 Max Horz 1=20(LC 5) Max Uplift 1=-15(LC 6), 3=-18(LC 7), 4=-2(LC 6) Max Grav 1=148(LC 10), 3=148(LC 11), 4=362(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19903378 Truss V13 Truss Type Valley Qty 1 Ply 1 LENNAR 14 CLAY Job Reference (optional) I39447367 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Nov 28 07:25:01 2019 Page 1 Builders First Source, mooresville,in ID:qzaENKhhOuhRigoX3RxQ2IyxoeL-2OH8kdpQGDuyI21aor8tsa1b_5mTiGrINviLzRyEjbG Scale = 1:11.2 1 2 3 2x4 3x4 2x4 0-0-8 0-0-8 5-5-1 5-4-9 2-8-8 2-8-8 5-5-1 2-8-8 0-0-41-4-40-0-46.00 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 0.15 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=166/5-4-1, 3=166/5-4-1 Max Horz 1=10(LC 5) Max Uplift 1=-8(LC 6), 3=-8(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 2,2019 12/12/19 Mike Sheeks PRODUCT CODE APPROVALS LATERAL BRACING LOCATION Indicates 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 platewidth measured perpendicularto 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 CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS.W4- 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1" 4/3PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes* Plate location details available in MiTek 20/20 software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8 WEBS Trusses are designed for wind loads in the plane of thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths 12/12/19 Mike Sheeks