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HomeMy WebLinkAboutI37131195.34_Heritage_at_Spring16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). May 17,2019 Liu, Xuegang Pages or sheets covered by this seal: I37131195 thru I37131317 My license renewal date for the state of Indiana is July 31, 2020. 34_Heritage_at_Spring 34 Heritage at Spring IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge 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 34_Heritage_at_Spring Truss GE01 Truss Type GABLE Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131195 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-cW8JdjSTc5xoqxJaLlcBkZhgyVP_HnzVDzqHByzFZpp Scale = 1:89.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 5x6 5x8 3x6 8x14 MT18HS 5x6 10x10 3x8 MT18HS 5x6 3x6 5x6 3x6 3x6 5x12 3x6 5x12 3x6 3x6 3x8 3x6 6x6 4x6 4x6 12x20 3x4 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 43-10-0 6-6-0 50-6-8 6-8-8 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 43-10-0 6-6-0 50-6-8 6-8-8 0-11-06-5-09-6-111-6-12-8-62-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-8], [9:0-10-8,0-1-12], [107:0-1-10,0-1-0], [11:0-3-0,Edge], [11:0-0-0,0-1-12], [110:0-1-10,0-1-0], [113:0-1-10,0-1-0], [116:0-1-10,0-1-0], [118:0-1-8,0-0-0], [123:0-0-15,0-1-0], [14:0-2-8,0-1-8], [16:0-0-0,0-1-12], [19:0-4-0,0-2-8], [20:0-2-8,0-1-8], [21:0-2-8,0-1-8], [21:0-0-0,0-1-4], [23:0-2-8 ,0-2-8], [24:0-1-12,0-0-0], [24:Edge,0-7-13], [31:0-1-4,0-0-0], [59:0-0-13,0-1-0], [64:0-0-13,0-1-0], [90:0-2-0,0-0-11], [93:0-1-8,0-0-12], [96:0-1-8,0-0-12], [99:0-2-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.75 0.78 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.70 0.22 (loc) 19 17-18 13 l/defl >999 >858 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 1267 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,5-19,8-19,8-17,9-17,9-15,2-24,12-13: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-2 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 4-20, 8-17, 9-17, 9-15 REACTIONS.(lb/size)24=2078/0-5-8, 13=2008/Mechanical Max Horz 24=267(LC 5) Max Uplift 24=-88(LC 6), 13=-41(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3306/345, 3-4=-3225/376, 4-5=-2899/390, 5-6=-2685/390, 6-8=-2687/393, 8-9=-2235/368, 9-10=-2225/333, 10-12=-2163/243, 2-24=-1992/278, 12-13=-1934/202 BOT CHORD 23-24=-249/524, 21-23=-288/2882, 20-21=-272/2820, 19-20=-241/2355, 15-17=-70/1766, 14-15=-63/1708 WEBS 6-19=-418/178, 4-20=-772/170, 5-20=-63/725, 5-19=-201/759, 17-19=-193/2279, 8-19=-132/716, 8-17=-1051/317, 9-17=-198/898, 10-14=-479/109, 12-14=-73/1695, 2-23=-174/2377 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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.).May 17,2019 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 34_Heritage_at_Spring Truss GE02 Truss Type GABLE Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131196 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-4jihq3T5NO3fR5umvT7QHmDp1vst0OkfRdZqjOzFZpo Scale = 1:55.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 3x6 3x8 3x6 3x6 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-0-0 13-0-0 -1-0-0 1-0-0 4-1-10 4-1-10 8-10-6 4-8-13 13-0-0 4-1-10 14-0-0 1-0-0 3-11-68-7-78-9-43-11-68-7-714.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-1-8], [10:0-3-8,0-2-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.86 0.35 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 14 13-14 15 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 282 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-10: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-18, 9-19, 8-20, 7-21 REACTIONS.All bearings 13-0-0. (lb) - Max Horz 25=246(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 22, 23, 17 except 25=-625(LC 4), 15=-355(LC 5), 24=-607(LC 5), 16=-389(LC 4) Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 21, 22, 23, 17 except 25=589(LC 5), 15=307(LC 4), 24=604(LC 4), 16=401(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-231/296, 2-3=-206/283, 4-5=-27/322, 5-6=-27/257, 10-11=-27/325, 11-12=-25/278 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 22, 23, 17 except (jt=lb) 25=625, 15=355, 24=607, 16=389. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss GE03 Truss Type GABLE Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131197 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-YvG32OUj8iBW3FTzTAefp_m5UIENlpgogHJNFrzFZpn Scale = 1:67.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4 3x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-10-0 14-10-0 -1-0-0 1-0-0 7-5-0 7-5-0 14-10-0 7-5-0 1-7-010-2-131-7-014.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14], [15:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.43 0.20 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 15 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 271 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 14-15: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 26-27,25-26,24-25. WEBS 1 Row at midpt 8-21, 7-22, 9-20 REACTIONS.All bearings 14-10-0. (lb) - Max Horz 27=273(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 25, 20, 19, 18, 17 except 27=-389(LC 4), 15=-274(LC 5), 26=-429(LC 5), 16=-297(LC 4) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 25, 20, 19, 18, 17, 16 except 27=531(LC 5), 15=369(LC 4), 21=294(LC 7), 26=318(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-285/232, 2-3=-304/251, 6-7=-34/261, 7-8=-34/276, 8-9=-37/276, 9-10=-36/261 WEBS 8-21=-333/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 24, 25, 20, 19, 18, 17 except (jt=lb) 27=389, 15=274, 26=429, 16=297. 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.). May 17,2019 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 34_Heritage_at_Spring Truss GE04 Truss Type GABLE Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131198 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-YvG32OUj8iBW3FTzTAefp_m7iIH1ltkogHJNFrzFZpn Scale = 1:29.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 2x4 2x4 2x4 2x4 3x8 2x4 2x4 2x4 2x4 6-4-0 6-4-0 4-10-10-7-68.00 12 Plate Offsets (X,Y)-- [5:0-0-3,0-0-4], [5:0-0-5,0-4-0], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.29 0.03 0.03 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: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-4-0. (lb) - Max Horz 9=-134(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 8, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 9, 8, 5, 7, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 8, 5, 7, 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.). May 17,2019 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 34_Heritage_at_Spring Truss GE05 Truss Type GABLE Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131199 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-15qRFkVLv0JNhP290u9uMBJErib3UJLyvx2xoHzFZpm Scale = 1:27.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 8 7 6 2x4 3x4 3x8 3x6 2x4 2x4 2x4 3-2-8 3-2-8 6-8-4 3-5-12 4-10-12-8-68.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.52 0.11 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.08 0.00 (loc) 4 4-5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=59/3-2-8, 6=578/3-2-8, 7=-187/3-2-8 Max Horz 8=-121(LC 4) Max Uplift 8=-18(LC 4), 6=-256(LC 5), 7=-240(LC 4) Max Grav 8=59(LC 1), 6=578(LC 1), 7=211(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-363/481 WEBS 3-6=-300/35 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 6=256, 7=240. 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.). May 17,2019 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 34_Heritage_at_Spring Truss GE06 Truss Type GABLE Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131200 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-VIOqT4VzgJREIZdLabh7vPrUJ6xRDnq58boUKjzFZpl Scale: 3/8"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 2x4 3x4 3x6 3x6 3x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-0 11-11-0 -1-0-0 1-0-0 3-1-13 3-1-13 8-9-3 5-7-6 11-11-0 3-1-13 12-11-0 1-0-0 1-7-05-3-21-7-05-3-214.00 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [10:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 14 14 15 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 167 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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-10. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 24=-141(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 15, 18, 19, 20, 21, 22 except 24=-230(LC 4), 23=-215(LC 5), 16=-106(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 15, 17, 18, 19, 20, 21, 22, 23, 16 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 18, 19, 20, 21, 22 except (jt=lb) 24=230, 23=215, 16=106. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss J01 Truss Type Jack-Open Qty 3 Ply 1 34 Heritage at Spring Job Reference (optional) I37131201 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-VIOqT4VzgJREIZdLabh7vPrW36yIDnu58boUKjzFZpl Scale = 1:24.4 1 2 5 4 3 2x4 5x6 3x4 2-3-0 2-3-0 -1-0-0 1-0-0 2-3-0 2-3-0 1-7-04-2-83-7-64-2-814.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=168/0-3-8, 3=45/Mechanical, 4=21/Mechanical Max Horz 5=151(LC 6) Max Uplift 3=-38(LC 6), 4=-74(LC 6) Max Grav 5=168(LC 1), 3=45(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J02 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131202 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-zUyCgQWcRdZ5wjCX8JCMRcOeSWHiyEyEMEX2sAzFZpk Scale = 1:15.0 1 2 4 6 3 5 3x6 2x4 1-4-6 1-3-12 -2-0-3 2-0-3 1-4-6 1-4-6 1-7-02-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=2/Mechanical, 3=-67/Mechanical, 6=290/0-5-12 Max Horz 6=96(LC 6) Max Uplift 5=-32(LC 6), 3=-67(LC 1), 6=-56(LC 6) Max Grav 5=21(LC 2), 3=15(LC 4), 6=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-266/124 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J03 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131203 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-zUyCgQWcRdZ5wjCX8JCMRcOeSWHiyEyEMEX2sAzFZpk Scale = 1:15.0 1 2 4 6 3 5 3x6 2x4 1-4-6 1-3-12 -2-0-3 2-0-3 1-4-6 1-4-6 1-7-02-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=2/Mechanical, 3=-67/Mechanical, 6=290/0-5-12 Max Horz 6=96(LC 6) Max Uplift 5=-32(LC 6), 3=-67(LC 1), 6=-56(LC 6) Max Grav 5=21(LC 2), 3=15(LC 4), 6=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-266/124 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J04 Truss Type Jack-Open Qty 8 Ply 1 34 Heritage at Spring Job Reference (optional) I37131204 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-RgVatmXECxhxYsmki0jb_qxlwwcMhhCObuHbPczFZpj Scale = 1:37.4 1 4 2 32x4 3x8 4-6-0 4-6-0 4-6-0 4-6-0 1-7-06-10-01-1-106-2-146-10-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.46 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 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 4-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical. (lb) - Max Horz 4=112(LC 1), 1=242(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-110(LC 6) Max Grav All reactions 250 lb or less at joint(s) 4, 2, 3, 1 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 2. 5) Non Standard bearing condition. Review required. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). May 17,2019 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 34_Heritage_at_Spring Truss J05 Truss Type Jack-Open Qty 6 Ply 1 34 Heritage at Spring Job Reference (optional) I37131205 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-RgVatmXECxhxYsmki0jb_qxopwbNhg4ObuHbPczFZpj Scale = 1:37.4 1 2 5 4 3 2x4 5x6 3x4 4-6-0 4-6-0 -1-0-0 1-0-0 4-6-0 4-6-0 1-7-06-10-06-2-146-10-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7] 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 0.28 0.20 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 -0.01 (loc) 4-5 4-5 3 l/defl >999 >942 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 4-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=249/0-3-8, 3=122/Mechanical, 4=44/Mechanical Max Horz 5=232(LC 6) Max Uplift 3=-120(LC 6), 4=-41(LC 6) Max Grav 5=249(LC 1), 3=122(LC 1), 4=88(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-282/15 WEBS 2-4=-16/295 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3 and 41 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J06 Truss Type Jack-Open Qty 4 Ply 1 34 Heritage at Spring Job Reference (optional) I37131206 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-vt3y56YszEpoA0LwFkEqW1TsmJvKQ8SXqY08x2zFZpi Scale = 1:37.4 1 4 2 33x8 2x4 4-9-0 4-9-0 4-9-0 4-9-0 1-3-86-10-06-2-146-10-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.71 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.07 -0.10 (loc) 3-4 3-4 2 l/defl >999 >841 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 4-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=184/Mechanical, 2=128/Mechanical, 3=55/Mechanical Max Horz 4=181(LC 6) Max Uplift 2=-143(LC 6), 3=-9(LC 6) Max Grav 4=184(LC 1), 2=128(LC 1), 3=90(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 9 lb uplift at joint 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J07 Truss Type Jack-Open Qty 2 Ply 1 34 Heritage at Spring Job Reference (optional) I37131207 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-vt3y56YszEpoA0LwFkEqW1T0JJ_vQ8eXqY08x2zFZpi Scale = 1:25.1 1 2 5 4 3 2x4 5x6 3x4 2-4-8 2-4-8 -1-0-0 1-0-0 2-4-8 2-4-8 1-7-04-4-43-9-24-4-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=172/0-3-8, 3=50/Mechanical, 4=22/Mechanical Max Horz 5=156(LC 6) Max Uplift 3=-43(LC 6), 4=-71(LC 6) Max Grav 5=172(LC 1), 3=50(LC 1), 4=45(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 71 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J08 Truss Type Jack-Closed Qty 14 Ply 1 34 Heritage at Spring Job Reference (optional) I37131208 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-N3dKISZUkYyfnAw6pRl33F04ujFD9aDh2CmiTVzFZph Scale = 1:50.6 1 2 3 5 4 2x4 5x6 2x4 3x4 6-2-8 6-2-8 -1-0-0 1-0-0 6-2-8 6-2-8 1-7-08-9-1514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.56 0.37 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 -0.00 (loc) 4-5 4-5 4 l/defl >946 >378 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)5=311/0-3-8, 4=232/Mechanical Max Horz 5=264(LC 5) Max Uplift 5=-48(LC 4), 4=-155(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-251/84 BOT CHORD 4-5=-254/182 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 5 and 155 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J09 Truss Type Jack-Closed Qty 6 Ply 1 34 Heritage at Spring Job Reference (optional) I37131209 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-N3dKISZUkYyfnAw6pRl33F04fjFD9a0h2CmiTVzFZph Scale = 1:50.6 1 2 4 3 2x4 5x6 2x4 3x4 6-2-8 6-2-8 6-2-8 6-2-8 1-7-08-9-1514.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-7] 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 0.51 0.37 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 -0.00 (loc) 3-4 3-4 3 l/defl >946 >378 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-3: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-2-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS.(lb/size)4=239/Mechanical, 3=238/Mechanical Max Horz 4=247(LC 5) Max Uplift 4=-51(LC 4), 3=-153(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 4 and 153 lb uplift at joint 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J10 Truss Type Jack-Open Qty 7 Ply 1 34 Heritage at Spring Job Reference (optional) I37131210 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-rFBjWoZ6Vs4WPKVJN8GIcSYLE7fFu2xqHsVF?xzFZpg Scale = 1:15.1 1 2 5 3 42x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=161/0-3-8, 3=39/Mechanical, 4=17/Mechanical Max Horz 5=84(LC 6) Max Uplift 5=-10(LC 6), 3=-32(LC 6), 4=-5(LC 6) Max Grav 5=161(LC 1), 3=39(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 5, 32 lb uplift at joint 3 and 5 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J11 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131211 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:22:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-rFBjWoZ6Vs4WPKVJN8GIcSYJS7eeu2xqHsVF?xzFZpg Scale = 1:15.0 1 2 4 6 3 5 3x6 2x4 1-4-6 1-3-12 -2-0-3 2-0-3 1-4-6 1-4-6 1-7-02-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=2/Mechanical, 3=-68/Mechanical, 6=290/0-5-12 Max Horz 6=96(LC 6) Max Uplift 5=-32(LC 6), 3=-68(LC 1), 6=-56(LC 6) Max Grav 5=21(LC 2), 3=15(LC 4), 6=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-267/124 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 5, 68 lb uplift at joint 3 and 56 lb uplift at joint 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J12 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131212 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-JSl5j7akG9CN1U4VxsoX8g5U9X_5dVB_WWFoYNzFZpf Scale = 1:14.9 1 2 4 6 3 52x4 3x4 1-7-0 1-5-11 -1-9-9 1-9-9 1-7-0 1-7-0 1-5-82-4-86.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-7-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=248/0-7-1, 5=6/Mechanical, 3=-26/Mechanical Max Horz 6=92(LC 6) Max Uplift 6=-45(LC 6), 5=-20(LC 6), 3=-26(LC 1) Max Grav 6=248(LC 1), 5=26(LC 2), 3=16(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 6, 20 lb uplift at joint 5 and 26 lb uplift at joint 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J13 Truss Type Jack-Open Qty 2 Ply 1 34 Heritage at Spring Job Reference (optional) I37131213 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-JSl5j7akG9CN1U4VxsoX8g5U9X_4dVB_WWFoYNzFZpf Scale = 1:14.9 1 2 5 3 42x4 3x6 1-7-0 1-5-11 -1-9-9 1-9-9 1-7-0 1-7-0 1-5-82-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-7-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=247/0-7-1, 3=-21/Mechanical, 4=6/Mechanical Max Horz 5=93(LC 6) Max Uplift 5=-45(LC 6), 3=-21(LC 1), 4=-20(LC 6) Max Grav 5=247(LC 1), 3=14(LC 4), 4=26(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 5, 21 lb uplift at joint 3 and 20 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J14 Truss Type Jack-Open Qty 3 Ply 1 34 Heritage at Spring Job Reference (optional) I37131214 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-oeJTxTbM0TKEeefhUZJmhteiIxKJMyX7lA_M4pzFZpe Scale = 1:28.8 1 2 5 4 3 2x4 5x6 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 1-7-05-1-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 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 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=193/0-3-8, 3=72/Mechanical, 4=29/Mechanical Max Horz 5=178(LC 6) Max Uplift 3=-67(LC 6), 4=-60(LC 6) Max Grav 5=193(LC 1), 3=72(LC 1), 4=58(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 3 and 60 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J15 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131215 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Gqtr8pc?nnS5GnEu2Hq?D5AojKeY5PhGzqkvcGzFZpd Scale = 1:28.8 1 4 2 3 3x6 3x6 3-0-0 3-0-0 3-0-0 3-0-0 1-7-05-1-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.44 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.06 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=114/0-3-8, 2=81/Mechanical, 3=32/Mechanical Max Horz 4=123(LC 6) Max Uplift 2=-104(LC 6), 3=-18(LC 6) Max Grav 4=114(LC 1), 2=81(LC 1), 3=56(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 2 and 18 lb uplift at joint 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J16 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131216 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Gqtr8pc?nnS5GnEu2Hq?D5At2KhK5PuGzqkvcGzFZpd Scale = 1:22.9 1 2 5 4 3 2x4 5x6 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-7-03-11-03-3-143-11-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.04 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=161/0-3-8, 3=38/Mechanical, 4=18/Mechanical Max Horz 5=144(LC 6) Max Uplift 3=-29(LC 6), 4=-82(LC 6) Max Grav 5=161(LC 1), 3=38(LC 1), 4=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 3 and 82 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J17 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131217 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-k0RDM9cdY4ayuxp4c_LEmIj_3k?dqsxQCUTT8izFZpc Scale = 1:22.8 1 2 6 4 3 53x6 3x6 2-11-7 2-10-11 -1-5-0 1-5-0 2-11-7 2-11-7 1-5-123-11-09.90 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.03 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=227/0-4-15, 3=61/Mechanical, 5=28/Mechanical Max Horz 6=144(LC 6) Max Uplift 3=-60(LC 6), 5=-13(LC 6) Max Grav 6=227(LC 1), 3=61(LC 1), 5=57(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3 and 13 lb uplift at joint 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J18 Truss Type Jack-Open Qty 2 Ply 1 34 Heritage at Spring Job Reference (optional) I37131218 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-k0RDM9cdY4ayuxp4c_LEmIjx?kz5qsxQCUTT8izFZpc Scale = 1:30.0 1 2 5 3 4 3x8 3x6 2-4-4 2-4-4 4-8-0 2-3-12 -1-0-0 1-0-0 0-0-8 0-0-8 4-8-0 4-7-8 1-6-75-4-104-10-135-4-109.90 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.54 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.06 -0.10 (loc) 4-5 4-5 3 l/defl >999 >927 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 4-8-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=254/0-4-6, 3=122/Mechanical, 4=50/Mechanical Max Horz 5=174(LC 6) Max Uplift 3=-98(LC 6), 4=-4(LC 6) Max Grav 5=254(LC 1), 3=122(LC 1), 4=88(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 3 and 4 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J19 Truss Type Jack-Open Qty 2 Ply 1 34 Heritage at Spring Job Reference (optional) I37131219 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-CD_cZVdFJOipV5OGAisTIWGAP8K?ZI0ZR8D0h8zFZpb Scale = 1:38.4 1 2 5 4 3 2x4 5x6 3x4 4-8-0 4-8-0 -1-0-0 1-0-0 4-8-0 4-8-0 1-7-07-0-56-5-37-0-514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.30 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 -0.01 (loc) 4-5 4-5 3 l/defl >999 >843 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 4-8-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=255/0-3-8, 3=127/Mechanical, 4=45/Mechanical Max Horz 5=238(LC 6) Max Uplift 3=-125(LC 6), 4=-39(LC 6) Max Grav 5=255(LC 1), 3=127(LC 1), 4=91(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-290/16 WEBS 2-4=-17/302 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 39 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J20 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131220 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-CD_cZVdFJOipV5OGAisTIWG9O8LaZJAZR8D0h8zFZpb Scale = 1:21.6 1 2 5 3 4 3x6 3x6 1-11-3 1-11-3 -1-1-0 1-1-0 1-11-3 1-11-3 1-7-03-8-012.93 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.03 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 1-11-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=167/0-3-10, 3=34/Mechanical, 4=16/Mechanical Max Horz 5=136(LC 6) Max Uplift 3=-64(LC 6), 4=-36(LC 6) Max Grav 5=167(LC 1), 3=34(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3 and 36 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J21 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131221 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-gPY_mret4iqg7FzSjPNirjoKaYgAImQjfoyZDbzFZpa Scale = 1:22.2 1 2 5 3 43x8 3x6 2-9-13 2-9-1 -1-3-8 1-3-8 2-9-13 2-9-13 1-5-123-9-103-3-143-9-109.90 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=214/0-4-15, 3=57/Mechanical, 4=23/Mechanical Max Horz 5=137(LC 6) Max Uplift 3=-59(LC 6), 4=-15(LC 6) Max Grav 5=214(LC 1), 3=57(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 3 and 15 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J22 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131222 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-gPY_mret4iqg7FzSjPNirjoK8YgpImQjfoyZDbzFZpa Scale = 1:21.6 1 2 5 3 4 3x6 3x6 1-11-3 1-11-3 -1-1-0 1-1-0 1-11-3 1-11-3 1-7-03-8-03-1-33-8-012.93 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.03 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 1-11-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=167/0-3-10, 3=34/Mechanical, 4=16/Mechanical Max Horz 5=136(LC 6) Max Uplift 3=-64(LC 6), 4=-36(LC 6) Max Grav 5=167(LC 1), 3=34(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3 and 36 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J23 Truss Type Jack-Open Supported Gable Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131223 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-8b6M_BfVr?yXlPXfH7uxOxLZ6y2J1DgsuSi7l1zFZpZ Scale = 1:15.1 1 2 3 5 4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=158/2-0-0, 4=51/2-0-0 Max Horz 5=70(LC 5) Max Uplift 5=-28(LC 6), 4=-31(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 5 and 31 lb uplift at joint 4. 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.). May 17,2019 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 34_Heritage_at_Spring Truss J24 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131224 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-8b6M_BfVr?yXlPXfH7uxOxLZ7y261DgsuSi7l1zFZpZ Scale = 1:15.1 1 4 2 32x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=75/0-3-8, 2=54/Mechanical, 3=21/Mechanical Max Horz 4=52(LC 6) Max Uplift 2=-38(LC 6), 3=-1(LC 6) Max Grav 4=75(LC 1), 2=54(LC 1), 3=37(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 2 and 1 lb uplift at joint 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J25 Truss Type Jack-Open Qty 6 Ply 1 34 Heritage at Spring Job Reference (optional) I37131225 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-cogkBXf7cJ4OMZ6rrqQAw8ui6LMdmet076RgHTzFZpY Scale = 1:34.6 1 2 5 4 3 2x4 5x6 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-7-06-3-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.16 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=230/0-3-8, 3=106/Mechanical, 4=39/Mechanical Max Horz 5=214(LC 6) Max Uplift 3=-103(LC 6), 4=-46(LC 6) Max Grav 5=230(LC 1), 3=106(LC 1), 4=78(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-259/13 WEBS 2-4=-14/274 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 3 and 46 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss J26 Truss Type Jack-Open Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131226 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-cogkBXf7cJ4OMZ6rrqQAw8uhNLNjmfw076RgHTzFZpY Scale = 1:14.9 1 2 5 3 42x4 3x6 1-7-0 1-5-11 -1-9-9 1-9-9 1-7-0 1-7-0 1-5-82-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-7-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=247/0-7-1, 3=-21/Mechanical, 4=6/Mechanical Max Horz 5=93(LC 6) Max Uplift 5=-45(LC 6), 3=-21(LC 1), 4=-20(LC 6) Max Grav 5=247(LC 1), 3=14(LC 4), 4=26(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 5, 21 lb uplift at joint 3 and 20 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss PB01 Truss Type Piggyback Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131227 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-4_E6PtgmNdCF_ih1PXxPTMQrWlhrV4u9MmBEqvzFZpX Scale = 1:45.6 1 2 3 4 5 6 7 8 9 13 12 11 10 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-8-6 21-8-6 9-11-13 9-11-13 11-8-9 1-8-13 21-8-6 9-11-13 0-4-76-6-60-1-80-4-70-1-86-6-68.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-2-8], [6:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.22 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-2-8. (lb) - Max Horz 2=-146(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 13=-114(LC 6), 10=-113(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 2=264(LC 1), 11=300(LC 2), 13=453(LC 10), 10=453(LC 11), 8=264(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/100, 3-4=-305/156, 6-7=-305/156, 7-8=-268/59 WEBS 3-13=-336/173, 7-10=-336/173 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 13=114, 10=113. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss PB02 Truss Type Piggyback Qty 9 Ply 1 34 Heritage at Spring Job Reference (optional) I37131228 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZAoVcChO8wK5csGEyFSe?Zz0y91CEVSIaQwnMMzFZpW Scale = 1:49.0 1 2 3 4 5 6 7 11 10 9 8 9x22 MT18HS 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 21-8-6 21-8-6 10-10-3 10-10-3 21-8-6 10-10-3 0-4-77-1-50-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.21 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 MT18HS Weight: 62 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-2-8. (lb) - Max Horz 2=-159(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-120(LC 6), 8=-120(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=404(LC 1), 11=462(LC 10), 8=462(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-282/9, 3-11=-345/181, 5-8=-345/180 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) All plates are MT20 plates unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=120, 8=120. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). May 17,2019 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 34_Heritage_at_Spring Truss PB03 Truss Type Piggyback Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131229 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZAoVcChO8wK5csGEyFSe?Zz?q91LEVwIaQwnMMzFZpW Scale = 1:44.6 1 2 3 4 5 6 7 8 13 12 11 10 9 2x4 3x4 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-11-15 19-11-15 8-9-8 8-9-8 9-6-1 0-8-9 19-11-15 10-5-14 1-0-26-8-26-10-70-1-80-4-70-1-86-8-28.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-3-0,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-R 0.39 0.21 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.01 (loc) 7 7 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-3-1. (lb) - Max Horz 13=-163(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 7 except 11=-104(LC 6), 9=-123(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 7 except 10=431(LC 11), 11=391(LC 1), 9=428(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/106 WEBS 5-10=-305/103, 2-11=-294/156, 6-9=-325/184 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7 except (jt=lb) 11=104, 9=123. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss PB04 Truss Type Piggyback Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131230 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-1NMtqYi0vESyD0rQWyztYnWDQZNHz_fSp4gKuozFZpV Scale = 1:37.4 1 2 3 4 5 6 7 8 9 13 12 11 10 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-8-6 21-8-6 7-0-13 7-0-13 14-7-9 7-6-13 21-8-6 7-0-13 0-4-74-7-00-1-80-4-70-1-84-7-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-3-0,0-0-2], [6:0-3-0,0-0-2], [8:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.22 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-2-8. (lb) - Max Horz 2=-101(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 10, 8 Max Grav All reactions 250 lb or less at joint(s) except 2=281(LC 1), 11=395(LC 10), 13=364(LC 10), 10=364(LC 11), 8=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/112, 3-4=-278/90, 6-7=-278/90, 7-8=-286/102 WEBS 5-11=-275/109 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 13, 10, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss PB05 Truss Type Piggyback Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131231 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-VZvF1ujegXaprAQc4gU65_2MgzjkiRsb2kPuQEzFZpU Scale = 1:37.4 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 3x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-11-15 19-11-15 5-3-8 5-3-8 13-0-1 7-8-10 19-11-15 6-11-14 1-0-24-4-24-6-70-1-80-4-70-1-84-4-28.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-3-0,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-R 0.37 0.21 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 8 8 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-3-1. (lb) - Max Horz 13=-109(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 10, 11, 9, 7 Max Grav All reactions 250 lb or less at joint(s) 7 except 13=271(LC 1), 10=441(LC 11), 11=331(LC 10), 9=332(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-271/80, 5-6=-265/103, 6-7=-256/73 WEBS 4-10=-313/130 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10, 11, 9, 7. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss PB06 Truss Type Piggyback Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131232 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-VZvF1ujegXaprAQc4gU65_2MszjhiSlb2kPuQEzFZpU Scale = 1:36.9 1 2 3 4 5 6 7 8 9 13 12 11 10 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-8-6 21-8-6 3-6-13 3-6-13 18-1-9 14-6-13 21-8-6 3-6-12 0-4-72-3-00-1-80-4-70-1-82-3-08.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2], [7:0-3-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.21 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 20-2-8. (lb) - Max Horz 2=-46(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=504(LC 11), 13=443(LC 10), 10=443(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-380/156, 4-13=-325/142, 6-10=-325/138 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 13, 10, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss PB07 Truss Type Piggyback Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131233 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-zlTdEEjGRrigTK?peN?LdCbWgM24Rv1lHO9RzhzFZpT Scale = 1:36.5 1 2 3 4 5 6 7 8 13 12 11 10 9 2x4 2x4 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-11-15 19-11-15 1-9-8 1-9-8 16-6-1 14-8-9 19-11-15 3-5-14 1-0-22-0-22-2-70-1-80-4-70-1-82-0-28.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [6:0-3-0,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-R 0.35 0.20 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 7 7 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-3-1. (lb) - Max Horz 13=-54(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 10, 11, 9, 7 Max Grav All reactions 250 lb or less at joint(s) 13, 7 except 10=513(LC 10), 11=421(LC 10), 9=407(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-386/159, 3-11=-313/126, 5-9=-302/125 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10, 11, 9, 7. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss PB08 Truss Type Piggyback Qty 3 Ply 1 34 Heritage at Spring Job Reference (optional) I37131234 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Ry1?SakuC9qX4Ua?B5WaAP8mDmRSANPuV2u?V7zFZpS Scale = 1:7.8 1 2 3 4 5x6 2x4 1-8-6 1-8-6 0-4-71-0-20-1-40-1-88.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-0-0], [3:0-5-13,0-2-4], [4:0-1-1,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.00 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 4 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 1-8-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-13/0-11-8, 2=101/0-11-8 Max Horz 2=22(LC 5) Max Uplift 4=-13(LC 1), 2=-40(LC 6) Max Grav 4=16(LC 4), 2=101(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). May 17,2019 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 34_Heritage_at_Spring Truss PB09 Truss Type Piggyback Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131235 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Ry1?SakuC9qX4Ua?B5WaAP8mCmR5ANHuV2u?V7zFZpS Scale = 1:14.1 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-0-15 4-0-15 2-0-7 2-0-7 4-0-15 2-0-7 0-5-102-3-10-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] 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-P 0.04 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=87/3-0-11, 4=87/3-0-11, 6=83/3-0-11 Max Horz 2=52(LC 5) Max Uplift 2=-18(LC 7), 4=-17(LC 7) Max Grav 2=87(LC 1), 4=87(LC 1), 6=91(LC 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). May 17,2019 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 34_Heritage_at_Spring Truss PB10 Truss Type Piggyback Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131236 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-v8bOfwlWzSzOid9Blo2pidgx5An6vqW1kieY1ZzFZpR Scale = 1:15.3 1 2 3 4 5 6 7 8 3x4 3x4 2x4 2x4 2x4 2x4 5-0-11 5-0-11 2-0-14 2-0-14 2-11-14 0-11-0 5-0-11 2-0-14 0-5-102-3-80-1-80-5-100-1-82-3-814.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-14], [3:0-1-5,Edge], [5:0-1-5,Edge], [6:0-4-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.03 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-11 oc purlins, except 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=114/4-0-8, 6=114/4-0-8, 8=107/4-0-8 Max Horz 2=-54(LC 4) Max Uplift 2=-18(LC 6), 6=-21(LC 7) Max Grav 2=114(LC 1), 6=114(LC 1), 8=111(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss PB11 Truss Type Piggyback Qty 8 Ply 1 34 Heritage at Spring Job Reference (optional) I37131237 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-v8bOfwlWzSzOid9Blo2pidgwTAn1vqT1kieY1ZzFZpR Scale = 1:20.4 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-0-11 5-0-11 2-6-6 2-6-6 5-0-11 2-6-6 0-5-102-9-150-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] 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-P 0.07 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=112/4-0-8, 4=112/4-0-8, 6=110/4-0-8 Max Horz 2=-65(LC 4) Max Uplift 2=-22(LC 7), 4=-21(LC 7) Max Grav 2=112(LC 1), 4=112(LC 1), 6=121(LC 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T01 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131238 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-NK9mtGm9jm5FKnjNJVZ2FqD5Wa7GeHXBzMN5Z?zFZpQ Scale = 1:22.0 1 2 3 4 6 5 3x4 2x4 3x4 2x4 4x6 1-10-5 1-10-5 2-3-0 0-4-11 -1-0-0 1-0-0 1-10-5 1-10-5 2-3-0 0-4-11 1-7-03-7-33-9-03-7-314.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=60/Mechanical, 6=168/0-3-8 Max Horz 6=115(LC 5) Max Uplift 5=-84(LC 5), 6=-34(LC 4) Max Grav 5=80(LC 4), 6=168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 5, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T02 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131239 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-NK9mtGm9jm5FKnjNJVZ2FqD5Wa7GeHXBzMN5Z?zFZpQ Scale = 1:22.0 1 2 3 4 6 5 3x4 2x4 3x4 2x4 4x6 1-10-5 1-10-5 2-3-0 0-4-11 -1-0-0 1-0-0 1-10-5 1-10-5 2-3-0 0-4-11 1-7-03-7-33-9-03-7-314.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=60/Mechanical, 6=168/0-3-8 Max Horz 6=115(LC 5) Max Uplift 5=-84(LC 5), 6=-34(LC 4) Max Grav 5=80(LC 4), 6=168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 5, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T03 Truss Type Half Hip Qty 2 Ply 1 34 Heritage at Spring Job Reference (optional) I37131240 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-sXj84cmnU4D6xxIatD4Ho2mGM_TUNkmKB07f6SzFZpP Scale = 1:22.0 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 3x6 1-10-5 1-10-5 2-4-8 0-6-3 -1-0-0 1-0-0 1-10-5 1-10-5 2-4-8 0-6-3 1-7-03-7-33-9-03-7-314.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0] 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 0.11 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=66/Mechanical, 7=172/0-3-8 Max Horz 7=115(LC 5) Max Uplift 5=-80(LC 5), 7=-32(LC 4) Max Grav 5=76(LC 4), 7=172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T04 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131241 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-KjHWIxnPFNLzZ5tmQwbWKFINqNnC6AAUQgsCeuzFZpO Scale = 1:23.6 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x6 1-10-5 1-10-5 6-2-8 4-4-3 -1-0-0 1-0-0 1-10-5 1-10-5 6-2-8 4-4-3 1-7-03-9-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.32 0.14 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=232/Mechanical, 7=314/0-3-8 Max Horz 7=120(LC 5) Max Uplift 5=-49(LC 5), 7=-26(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-311/88 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T05 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131242 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-KjHWIxnPFNLzZ5tmQwbWKFINZNow6AlUQgsCeuzFZpO Scale = 1:31.6 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x6 3-0-0 3-0-0 6-2-8 3-2-8 -1-0-0 1-0-0 3-0-0 3-0-0 6-2-8 3-2-8 1-7-05-1-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=232/Mechanical, 7=314/0-3-8 Max Horz 7=160(LC 5) Max Uplift 5=-71(LC 5), 7=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-290/88 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T06 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131243 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ovruVHo10hTqBFSy_e6ltTrV5n7hrcudfJclAKzFZpN Scale = 1:39.1 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x6 4-1-11 4-1-11 6-2-8 2-0-13 -1-0-0 1-0-0 4-1-11 4-1-11 6-2-8 2-0-13 1-7-06-5-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.55 0.13 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=232/Mechanical, 7=314/0-3-8 Max Horz 7=200(LC 5) Max Uplift 5=-99(LC 5), 7=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-279/82 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T07 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131244 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ovruVHo10hTqBFSy_e6ltTrQbn7OrbidfJclAKzFZpN Scale = 1:46.8 1 2 3 4 7 6 5 6x6 2x4 3x4 2x4 3x4 3x6 3-1-4 3-1-4 6-2-8 3-1-4 -1-0-0 1-0-0 5-3-7 5-3-7 6-2-8 0-11-1 1-7-07-9-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.83 0.08 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=230/Mechanical, 7=312/0-3-8 Max Horz 7=240(LC 5) Max Uplift 5=-133(LC 5), 7=-26(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-289/61 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=133. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T08 Truss Type Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131245 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-G5OHidpfn?bhoP19YLd_PgOcpBFGawknuzLJjnzFZpM Scale = 1:94.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x8 3x6 3x6 3x8 3x6 3x6 3x8 3x8 3x6 3x6 3x6 3x8 3x6 3x8 3x6 6x6 5x8 3x6 3x8 5x12 7-11-7 7-11-7 15-8-6 7-8-15 26-5-13 10-9-6 37-3-3 10-9-6 43-9-10 6-6-6 50-6-8 6-8-15 -1-0-0 1-0-0 7-11-7 7-11-7 15-8-6 7-8-15 22-10-10 7-2-4 30-0-15 7-2-4 37-3-3 7-2-4 43-9-10 6-6-6 50-6-8 6-8-15 1-1-011-4-411-6-92-8-611-4-48.00 12 Plate Offsets (X,Y)-- [5:0-4-9,Edge], [9:0-4-9,Edge], [14:0-2-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.80 1.00 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.85 0.16 (loc) 15-17 15-17 13 l/defl >999 >708 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,3-19,10-15,10-14,12-14,2-21: 2x3 SPF No.2 2-22: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-15 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-19, 6-19, 6-17, 8-15 REACTIONS.(lb/size)22=2083/0-3-8, 13=2003/Mechanical Max Horz 22=301(LC 5) Max Uplift 22=-88(LC 6), 13=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2759/264, 3-5=-2467/325, 5-6=-1948/321, 6-8=-2268/336, 8-9=-1768/305, 9-10=-2226/315, 10-12=-2156/235, 12-13=-1924/195, 2-22=-1991/244 BOT CHORD 21-22=-293/477, 19-21=-259/2184, 17-19=-244/2260, 15-17=-199/2202, 14-15=-56/1703 WEBS 3-19=-302/167, 5-19=-28/850, 6-19=-701/243, 8-17=-0/315, 8-15=-885/231, 9-15=-39/766, 10-15=-156/251, 10-14=-493/95, 12-14=-68/1685, 2-21=-37/1721 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 22, 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131246 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-kIyfwzqHYIjYQYcL638Dyuwn_bb4JOTw6d5sFDzFZpL Scale = 1:92.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x10 MT18HS 3x6 5x8 3x6 3x8 3x6 3x6 3x8 3x8 3x6 3x6 3x6 3x8 3x6 3x8 3x6 6x6 5x12 3x6 3x6 7-11-1 7-11-1 15-7-10 7-8-9 26-5-13 10-10-3 37-3-15 10-10-3 43-10-0 6-6-0 50-6-8 6-8-8 -1-0-0 1-0-0 7-11-1 7-11-1 15-7-10 7-8-9 22-10-6 7-2-13 30-1-3 7-2-13 37-3-15 7-2-13 43-10-0 6-6-0 50-6-8 6-8-8 1-1-011-6-12-8-611-6-18.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [9:0-4-12,0-2-0], [14:0-2-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.78 0.96 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.80 0.16 (loc) 15-17 15-17 13 l/defl >999 >753 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 246 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-21,4-19,10-15,10-14,12-14,2-21: 2x3 SPF No.2 2-22: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-2 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-19, 6-17, 8-15 REACTIONS.(lb/size)22=2083/0-3-8, 13=2003/Mechanical Max Horz 22=302(LC 5) Max Uplift 22=-88(LC 6), 13=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2762/263, 4-5=-2457/325, 5-6=-1948/323, 6-8=-2237/337, 8-9=-1771/307, 9-10=-2224/316, 10-12=-2154/234, 12-13=-1926/194, 2-22=-1993/243 BOT CHORD 21-22=-295/461, 19-21=-262/2189, 17-19=-245/2229, 15-17=-200/2173, 14-15=-56/1702 WEBS 4-19=-327/167, 5-19=-25/832, 6-19=-661/243, 8-17=-2/308, 8-15=-848/231, 9-15=-37/759, 10-14=-491/98, 12-14=-68/1686, 2-21=-38/1742 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T10 Truss Type Piggyback Base Qty 3 Ply 1 34 Heritage at Spring Job Reference (optional) I37131247 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-CUW17JqvJcrO2iBXfmgSV5Ty7?4v2p73LHqQnfzFZpK Scale = 1:92.8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 5x6 5x8 3x6 10x16 MT18HS 3x6 10x10 3x8 MT18HS 2x4 2x4 3x6 3x6 4x8 3x6 3x6 5x12 3x6 5x12 3x6 3x6 3x8 3x4 6x8 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 43-10-0 6-6-0 50-6-8 6-8-8 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 43-10-0 6-6-0 50-6-8 6-8-8 54-0-4 3-5-12 0-11-06-5-09-6-111-6-12-8-62-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-8], [9:1-0-8,0-1-12], [12:0-3-8,Edge], [15:0-2-8,0-1-8], [20:0-4-0,0-2-8], [21:0-2-8,0-1-8], [22:0-2-8,0-1-8], [24:0-2-8,0-2-0], [25:0-1-12,0-0-0], [25:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.82 0.41 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.57 0.18 (loc) 20 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 262 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,2-25: 2x4 SPF 2100F 1.8E 5-20,8-20,8-18,9-18,9-16: 2x4 SPF No.2, 12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-5 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 6-19, 4-21, 8-18, 9-18, 9-16 REACTIONS.(lb/size)25=2070/0-5-8, 14=2233/0-3-8 Max Horz 25=238(LC 5) Max Uplift 25=-87(LC 6), 14=-156(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3289/334, 3-4=-3209/364, 4-5=-2884/379, 5-6=-2667/377, 6-8=-2668/380, 8-9=-2214/372, 9-10=-2191/330, 10-12=-2112/245, 12-14=-2169/333, 2-25=-1977/272 BOT CHORD 24-25=-223/596, 22-24=-258/2865, 21-22=-242/2806, 20-21=-212/2342, 16-18=-45/1740, 15-16=0/1655 WEBS 6-20=-418/178, 4-21=-770/169, 5-21=-63/724, 5-20=-200/750, 18-20=-167/2253, 8-20=-125/716, 8-18=-1050/311, 9-18=-199/900, 10-15=-496/97, 12-15=-65/1776, 2-24=-152/2287 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25 except (jt=lb) 14=156. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T11 Truss Type Piggyback Base Qty 3 Ply 1 34 Heritage at Spring Job Reference (optional) I37131248 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-gg4PLfrY4wzFfsmkDUBh1J?6fOKtnG8DaxazJ5zFZpJ Scale = 1:74.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 5x8 3x6 3x6 5x10 MT18HS 3x6 3x6 4x6 4x6 3x4 3x8 3x6 2x4 5x8 3x6 10-1-4 10-1-4 19-11-15 9-10-12 28-1-12 8-1-12 36-7-8 8-5-12 6-9-10 6-9-10 13-4-13 6-7-2 19-11-15 6-7-2 28-1-12 8-1-12 36-7-8 8-5-12 11-6-10-5-111-6-18.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [8:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.89 0.81 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.55 0.09 (loc) 13-14 13-14 8 l/defl >999 >788 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 180 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,7-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-11-2 max.): 1-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-14, 4-13, 4-11, 7-11 2 Rows at 1/3 pts 2-14 REACTIONS.(lb/size)14=1453/0-3-8, 8=1453/0-3-8 Max Horz 14=-338(LC 4) Max Uplift 14=-127(LC 4), 8=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-944/214, 4-5=-1203/248, 5-7=-1585/235, 7-8=-2214/191 BOT CHORD 13-14=-143/722, 11-13=-102/1103, 9-11=-54/1720, 8-9=-54/1720 WEBS 2-14=-1375/159, 2-13=-20/786, 4-13=-566/127, 5-11=0/458, 7-11=-635/186, 7-9=0/359 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 14=127. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T12 Truss Type Piggyback Base Qty 2 Ply 1 34 Heritage at Spring Job Reference (optional) I37131249 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-8tenY?sArD56H0LwnBiwaWYFBoguWhiMobJWsYzFZpI Scale = 1:97.1 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 5x8 6x8 3x6 3x6 10x10 3x8 MT18HS 2x4 2x4 3x6 3x6 5x8 3x6 3x6 5x12 3x6 4x10 5x10 MT18HS 3x6 3x6 2x4 4x8 8x8 3x8 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 45-5-12 8-1-12 53-11-8 8-5-12 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 45-5-12 8-1-12 53-11-8 8-5-12 0-11-06-5-09-6-111-6-10-5-12-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-0], [9:0-6-0,0-1-8], [12:0-0-0,0-0-1], [12:0-8-0,0-1-3], [17:0-4-8,0-1-8], [19:0-4-8,0-2-8], [20:0-2-8,0-1-8], [21:0-2-8,0-1-8], [23:0-2-8,0-2-8], [24:0-1-12,0-0-0], [24:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.97 0.83 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.78 0.26 (loc) 19 17-18 12 l/defl >999 >830 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 263 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-24,14-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,5-19,8-19,8-17,9-17,9-15: 2x4 SPF No.2 2-24: 2x4 SPF 2100F 1.8E WEDGE Right: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-6-5 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 4-20, 8-17, 9-17, 11-15 REACTIONS.(lb/size)24=2214/0-5-8, 12=2145/0-3-8 Max Horz 24=236(LC 5) Max Uplift 24=-86(LC 6), 12=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3548/365, 3-4=-3496/397, 4-5=-3176/413, 5-6=-2996/416, 6-8=-2998/418, 8-9=-2588/398, 9-11=-2819/371, 11-12=-3430/320, 2-24=-2125/290 BOT CHORD 23-24=-217/556, 21-23=-237/3098, 20-21=-219/3062, 19-20=-190/2584, 15-17=-36/2221, 13-15=-160/2718, 12-13=-160/2718 WEBS 6-19=-420/179, 3-23=-255/94, 4-20=-793/171, 5-20=-65/742, 5-19=-204/911, 17-19=-134/2641, 8-19=-130/665, 8-17=-1013/320, 9-17=-217/773, 9-15=-10/567, 11-15=-607/182, 11-13=0/366, 2-23=-189/2561 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) 24, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131250 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-d3C9mLtocXDzvAv6LuD96k5VCC_vFBFW1F34O_zFZpH Scale = 1:84.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 5x6 6x6 3x6 8x10 3x6 10x10 3x8 MT18HS 2x4 2x4 3x6 3x6 4x8 3x6 3x6 5x12 3x6 5x12 3x6 3x6 5x8 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 47-7-8 10-3-9 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 42-4-8 5-0-8 47-7-8 5-3-0 0-11-06-5-09-6-111-6-14-7-112-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [9:0-6-8,0-1-12], [10:0-2-8,0-1-8], [17:0-3-12,0-2-8], [18:0-2-8,0-1-8], [19:0-2-8,0-1-8], [21:0-2-8,0-2-0], [22:Edge,0-7-13], [22:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.84 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.66 0.20 (loc) 12-13 15-16 12 l/defl >999 >855 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 252 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,3-19,4-19,4-18,5-18,15-17,10-13,2-21: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-4 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 4-18, 8-15, 9-15, 9-13, 10-12 REACTIONS.(lb/size)22=1961/0-5-8, 12=1891/0-3-8 Max Horz 22=290(LC 5) Max Uplift 22=-90(LC 6), 12=-53(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3099/327, 3-4=-2994/356, 4-5=-2664/370, 5-6=-2418/367, 6-8=-2421/369, 8-9=-1931/342, 9-10=-1736/293, 2-22=-1877/269 BOT CHORD 21-22=-272/502, 19-21=-321/2698, 18-19=-306/2612, 17-18=-275/2158, 13-15=-107/1382, 12-13=-45/1091 WEBS 6-17=-418/178, 4-18=-754/168, 5-18=-62/711, 5-17=-198/631, 15-17=-229/1968, 8-17=-135/762, 8-15=-1086/316, 9-15=-196/999, 9-13=-302/209, 10-13=-115/590, 10-12=-1886/147, 2-21=-160/2213 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) 22, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T14 Truss Type Piggyback Base Qty 4 Ply 1 34 Heritage at Spring Job Reference (optional) I37131251 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-5FmYzhtQNrLqWKUJuckOfxdcHcMy_dZfGvodwQzFZpG Scale = 1:87.7 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 5x6 6x6 3x6 8x14 MT18HS 4x6 10x10 3x8 MT18HS 2x4 2x4 3x6 3x6 4x8 3x6 3x6 5x12 3x6 5x12 2x4 3x8 5x6 4x10 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 47-7-8 10-3-9 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 42-4-8 5-0-8 47-7-8 5-3-0 51-1-4 3-5-12 0-11-06-5-09-6-111-6-14-7-112-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [9:0-10-8,0-1-12], [11:0-3-0,Edge], [12:0-2-12,0-2-0], [19:0-3-12,0-2-8], [20:0-2-8,0-1-8], [21:0-2-8,0-1-8], [23:0-2-8,0-2-0], [24:Edge ,0-7-13], [24:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.93 0.73 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.65 0.18 (loc) 14-15 17-18 14 l/defl >999 >869 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 265 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-13: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,3-21,4-21,4-20,5-20,17-19,10-15,2-23: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-7 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 4-20, 8-17, 9-17, 9-15, 10-15 REACTIONS.(lb/size)24=1953/0-5-8, 14=2117/0-3-8 Max Horz 24=260(LC 5) Max Uplift 24=-90(LC 6), 14=-134(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3085/324, 3-4=-2977/352, 4-5=-2647/366, 5-6=-2400/363, 6-8=-2402/365, 8-9=-1910/355, 9-10=-1686/304, 10-12=-1854/269, 12-14=-2018/343, 2-24=-1869/266 BOT CHORD 23-24=-244/500, 21-23=-292/2685, 20-21=-278/2598, 19-20=-246/2144, 15-17=-86/1354 WEBS 6-19=-419/178, 4-20=-752/168, 5-20=-62/710, 5-19=-198/621, 17-19=-206/1946, 8-19=-127/763, 8-17=-1085/310, 9-17=-192/1005, 9-15=-328/204, 12-15=-39/1515, 2-23=-149/2202 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) 24 except (jt=lb) 14=134. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T15 Truss Type Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131252 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZSJwA0u288Th8T3VSJFdC9AnT?iij2EoVZYBStzFZpF Scale = 1:91.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x8 3x6 3x8 12x12 3x6 3x6 4x6 4x8 3x8 2x4 3x6 3x6 3x8 3x6 6x8 5x8 3x8 3x8 7-0-15 7-0-15 13-11-6 6-10-7 22-4-1 8-4-11 30-7-8 8-3-7 39-0-3 8-4-11 50-6-8 11-6-5 -1-0-0 1-0-0 7-0-15 7-0-15 13-11-6 6-10-7 22-4-1 8-4-11 30-7-8 8-3-7 39-0-3 8-4-11 44-8-1 5-7-15 50-6-8 5-10-7 1-1-010-2-410-4-92-8-610-2-48.00 12 Plate Offsets (X,Y)-- [5:0-4-9,Edge], [8:0-2-8,0-1-8], [9:0-4-9,Edge], [15:0-2-8,0-1-8], [20:0-2-8,0-2-0], [21:0-1-12,0-0-0], [21:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.91 0.76 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.69 0.18 (loc) 12-13 12-13 12 l/defl >999 >879 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21,12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-20,4-19,5-19,6-16,8-15,9-13,2-20: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-9 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-19, 6-15, 8-13, 10-12 REACTIONS.(lb/size)21=2080/0-3-8, 12=2009/Mechanical Max Horz 21=273(LC 5) Max Uplift 21=-75(LC 6), 12=-54(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2797/266, 4-5=-2564/327, 5-6=-2051/319, 6-8=-2479/361, 8-9=-1811/293, 9-10=-2247/302, 10-11=-294/92, 11-12=-289/85, 2-21=-1989/236 BOT CHORD 20-21=-278/484, 19-20=-286/2225, 16-19=-305/2561, 15-16=-305/2561, 13-15=-258/2479, 12-13=-79/1610 WEBS 5-19=-29/897, 6-19=-897/233, 6-16=0/344, 8-15=0/387, 8-13=-1104/237, 9-13=-26/758, 10-13=-122/423, 10-12=-2161/193, 2-20=-44/1754 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 21, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T16 Truss Type Roof Special Qty 8 Ply 1 34 Heritage at Spring Job Reference (optional) I37131253 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-1etIOMvgvSbYmdeh01nskMj79P9ASdQyjDHk?JzFZpE Scale = 1:65.0 1 2 3 4 5 6 11 10 9 8 7 3x4 3x6 4x6 6x6 2x4 5x6 5x6 3x6 3x8 3x6 2-7-4 2-7-4 7-5-0 4-9-12 12-2-12 4-9-12 14-10-0 2-7-4 -1-0-0 1-0-0 3-9-12 3-9-12 7-5-0 3-7-4 11-0-4 3-7-4 14-10-0 3-9-12 1-7-010-2-131-7-03-0-014.00 12 15.50 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14], [6:Edge,0-2-7] 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 0.29 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.27 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 8-11-2 oc bracing: 10-11. REACTIONS.(lb/size)11=654/0-3-8, 7=581/0-3-8 Max Horz 11=277(LC 5) Max Uplift 11=-36(LC 6), 7=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-647/199, 2-3=-1416/372, 3-4=-579/105, 4-5=-579/112, 5-6=-1452/0, 6-7=-585/79 BOT CHORD 10-11=-431/404, 9-10=-247/586, 8-9=-14/598 WEBS 2-10=-179/993, 3-10=-413/789, 3-9=-321/212, 4-9=-76/530, 5-9=-336/112, 5-8=0/707, 6-8=0/1016 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) Bearing at joint(s) 11, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T17 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131254 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-VqRgbiwIgmjPOnDtakI5HaFAXpOaBwm5yt1HXlzFZpD Scale = 1:63.3 1 2 3 4 5 6 7 13 12 11 10 9 8 6x6 3x6 3x6 6x6 3x6 4x6 4x6 3x4 7x16 MT18HS 3x8 3x6 2x4 3x6 11-10-5 11-10-5 23-6-1 11-7-13 29-10-13 6-4-12 36-7-8 6-8-11 7-11-11 7-11-11 15-8-14 7-9-3 23-6-1 7-9-3 29-10-13 6-4-12 36-7-8 6-8-11 8-11-119-2-00-5-18-11-118.00 12 Plate Offsets (X,Y)-- [5:1-0-9,Edge], [7:0-1-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.68 0.73 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.92 0.09 (loc) 12-13 12-13 7 l/defl >999 >475 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 10-11: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-14 max.): 1-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-13, 2-13, 4-12, 4-9 REACTIONS.(lb/size)13=1452/0-3-8, 7=1452/0-5-8 Max Horz 13=-261(LC 4) Max Uplift 13=-125(LC 4), 7=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1346/209, 4-5=-1429/234, 5-6=-1798/230, 6-7=-2245/203 BOT CHORD 12-13=-184/1061, 9-12=-157/1514, 8-9=-82/1751, 7-8=-82/1751 WEBS 2-13=-1544/171, 2-12=0/717, 4-12=-414/133, 4-9=-266/217, 5-9=0/573, 6-9=-405/153 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 13=125. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T18 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131255 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-VqRgbiwIgmjPOnDtakI5HaF7XpNQBzv5yt1HXlzFZpD Scale = 1:74.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 5x8 3x6 3x6 3x6 3x8 4x6 4x6 3x4 3x8 3x6 2x4 5x8 5x8 3x6 10-1-5 10-1-5 20-0-1 9-10-13 28-1-13 8-1-12 36-7-8 8-5-11 6-9-11 6-9-11 13-4-14 6-7-3 20-0-1 6-7-3 28-1-13 8-1-12 36-7-8 8-5-11 11-3-1111-6-00-5-111-3-118.00 12 Plate Offsets (X,Y)-- [5:0-4-9,Edge], [8:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.87 0.80 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.53 0.09 (loc) 13-14 13-14 8 l/defl >999 >813 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,7-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-11-1 max.): 1-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-14, 4-13, 4-11, 7-11 2 Rows at 1/3 pts 2-14 REACTIONS.(lb/size)14=1450/0-3-8, 8=1450/0-5-8 Max Horz 14=-331(LC 4) Max Uplift 14=-125(LC 4), 8=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-958/212, 4-5=-1212/247, 5-7=-1596/235, 7-8=-2196/191 BOT CHORD 13-14=-145/733, 11-13=-104/1119, 9-11=-53/1700, 8-9=-53/1700 WEBS 2-14=-1378/156, 2-13=-17/785, 4-13=-560/129, 5-11=0/470, 7-11=-599/185, 7-9=0/347 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 14=125. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T19 Truss Type Roof Special Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131256 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-z1?2p2xxQ3rG?xo47SpKpnoOHDrJwXVFBXmr3CzFZpC Scale = 1:55.0 1 2 3 4 5 6 7 13 12 11 10 9 8 3x8 3x6 3x6 3x8 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 17-4-0 17-4-0 11-0-0 11-0-0 15-7-10 4-7-9 17-4-0 1-8-6 0-10-116-4-119-5-126.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-10,0-1-4], [6:0-3-12,0-2-0], [7:0-3-8,Edge], [8:0-3-8,Edge], [13:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.48 0.31 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.All bearings 17-4-0. (lb) - Max Horz 13=283(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 8, 9, 10 except 11=-122(LC 6) Max Grav All reactions 250 lb or less at joint(s) 13, 8 except 9=352(LC 1), 10=276(LC 1), 11=440(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-9=-264/105, 2-11=-318/166 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8, 9, 10 except (jt=lb) 11=122. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T20 Truss Type Roof Special Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131257 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-RDZR0OxZBN_7d5NGh9KZM?LbpdChf1DOPBWObezFZpB Scale = 1:42.3 1 2 3 4 5 6 9 8 73x8 3x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 14-5-5 14-5-5 8-1-5 8-1-5 12-8-15 4-7-9 14-5-5 1-8-6 0-0-44-0-117-1-126.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-2-8], [6:Edge,0-2-8], [7:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.24 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-4-13. (lb) - Max Horz 1=212(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 8=284(LC 1), 9=478(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-335/188 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T21 Truss Type Roof Special Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131258 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-RDZR0OxZBN_7d5NGh9KZM?LbKdC9f2KOPBWObezFZpB Scale = 1:29.7 1 2 3 4 5 7 63x6 3x6 3x4 2x4 2x4 2x4 2x4 9-9-5 9-9-5 3-5-5 3-5-5 8-0-15 4-7-9 9-9-5 1-8-6 0-0-41-8-114-9-126.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.21 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=167/9-8-13, 6=105/9-8-13, 7=451/9-8-13 Max Horz 1=138(LC 5) Max Uplift 6=-24(LC 5), 7=-83(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-320/135 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T22 Truss Type Roof Special Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131259 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-vP7pEkyByh6_FFySFtrovCthr0QjOIdYerFx84zFZpA Scale = 1:52.5 1 2 3 4 5 6 7 12 11 10 9 8 6x8 5x6 4x6 4x6 3x4 3x6 4x10 3x4 2x4 5x6 3x8 6-11-0 6-11-0 17-11-0 11-0-0 22-11-0 5-0-0 5-11-8 5-11-8 6-11-0 0-11-8 12-5-0 5-6-0 17-11-0 5-6-0 22-11-0 5-0-0 23-11-0 1-0-0 1-7-07-5-08-6-71-7-07-5-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:Edge,0-1-14], [5:0-3-2,0-2-0], [6:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.67 0.70 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.74 0.02 (loc) 9-11 9-11 8 l/defl >956 >367 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 4-9 REACTIONS.(lb/size)12=903/Mechanical, 8=975/0-3-8 Max Horz 12=-232(LC 4) Max Uplift 12=-45(LC 7), 8=-92(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-925/124, 2-3=-828/134, 3-4=-631/137, 4-5=-530/140, 5-6=-915/117, 1-12=-851/92, 6-8=-958/112 BOT CHORD 11-12=-236/269, 9-11=-130/718 WEBS 2-11=-74/992, 3-11=-727/106, 4-9=-313/160, 5-9=0/385, 1-11=-22/404, 6-9=-63/497 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T23 Truss Type Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131260 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-vP7pEkyByh6_FFySFtrovCtfS0UAOUuYerFx84zFZpA Scale = 1:57.9 1 2 3 4 5 10 9 8 7 6 8x8 8x10 5x10 MT18HS 3x4 3x6 3x4 3x8 3x4 8x8 7-0-0 7-0-0 15-11-0 8-11-0 22-11-0 7-0-0 7-0-0 7-0-0 15-11-0 8-11-0 22-11-0 7-0-0 23-11-0 1-0-0 1-7-09-9-01-7-09-9-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-6-4,0-1-0], [3:0-6-4,0-1-0], [4:Edge,0-1-5] 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 0.83 0.42 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.28 0.01 (loc) 7-9 7-9 6 l/defl >999 >985 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 106 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF No.2, 1-10,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 REACTIONS.(lb/size)10=903/Mechanical, 6=975/0-3-8 Max Horz 10=-263(LC 4) Max Uplift 10=-9(LC 6), 6=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-915/135, 2-3=-505/179, 3-4=-914/138, 1-10=-839/97, 4-6=-912/133 BOT CHORD 9-10=-265/362, 7-9=-124/507 WEBS 2-9=0/279, 3-7=0/279, 1-9=-155/393, 4-7=-151/403 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 12%, joint 3 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T24 Truss Type Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131261 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-OchBR4zpj_ErsOXfpaM1RQQthQpS7m_htV?VgWzFZp9 Scale = 1:68.2 1 2 3 4 5 6 7 12 11 10 9 8 3x6 4x6 8x8 3x6 3x8 3x6 3x4 3x6 5x8 5x8 3x4 9-0-0 9-0-0 13-11-0 4-11-0 22-11-0 9-0-0 4-7-4 4-7-4 9-0-0 4-4-12 13-11-0 4-11-0 18-3-12 4-4-12 22-11-0 4-7-4 23-11-0 1-0-0 1-7-012-1-01-7-012-1-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.60 0.48 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.34 0.02 (loc) 8-9 8-9 8 l/defl >999 >801 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,5-9,2-12,5-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.(lb/size)12=903/Mechanical, 8=975/0-3-8 Max Horz 12=-319(LC 4) Max Uplift 12=-17(LC 7), 8=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-399/124, 2-3=-759/212, 3-4=-431/194, 4-5=-757/212, 5-6=-389/153, 1-12=-358/114, 6-8=-404/172 BOT CHORD 10-12=-164/492, 9-10=-36/430, 8-9=0/487 WEBS 3-10=-73/286, 4-9=-91/285, 2-12=-540/112, 5-8=-572/100 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T25 Truss Type Piggyback Base Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131262 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-soFZeQ_RUIMhUY5rMHtG_dz2bq9osDKq69k2CzzFZp8 Scale = 1:67.7 1 2 3 4 5 6 7 12 11 10 9 8 3x6 4x6 8x8 3x6 3x8 3x6 3x4 3x6 5x8 5x8 3x4 8-11-2 8-11-2 13-11-14 5-0-11 22-11-0 8-11-2 4-6-13 4-6-13 8-11-2 4-4-5 13-11-14 5-0-11 18-4-3 4-4-5 22-11-0 4-6-13 23-11-0 1-0-0 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.59 0.47 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.02 (loc) 8-9 8-9 8 l/defl >999 >827 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,5-9,2-12,5-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.(lb/size)12=903/Mechanical, 8=975/0-3-8 Max Horz 12=-317(LC 4) Max Uplift 12=-16(LC 7), 8=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-394/123, 2-3=-760/211, 3-4=-433/194, 4-5=-758/211, 5-6=-384/152, 1-12=-355/113, 6-8=-401/172 BOT CHORD 10-12=-164/491, 9-10=-36/432, 8-9=0/487 WEBS 3-10=-71/286, 4-9=-90/285, 2-12=-545/109, 5-8=-576/98 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T26 Truss Type Piggyback Base Qty 7 Ply 1 34 Heritage at Spring Job Reference (optional) I37131263 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-K_oxsm_3FcUY6ig1w?PVWrVDKEV1bga_KpUckPzFZp7 Scale = 1:67.7 1 2 3 4 5 6 7 12 11 10 9 8 3x6 4x6 8x8 3x6 3x8 3x6 3x4 3x6 5x8 5x8 3x4 8-11-2 8-11-2 13-11-14 5-0-11 22-11-0 8-11-2 4-6-13 4-6-13 8-11-2 4-4-5 13-11-14 5-0-11 18-4-3 4-4-5 22-11-0 4-6-13 23-11-0 1-0-0 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.59 0.47 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.02 (loc) 8-9 8-9 8 l/defl >999 >827 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,5-9,2-12,5-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.(lb/size)12=903/Mechanical, 8=975/0-3-8 Max Horz 12=-317(LC 4) Max Uplift 12=-16(LC 7), 8=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-394/123, 2-3=-760/211, 3-4=-433/194, 4-5=-758/211, 5-6=-384/152, 1-12=-355/113, 6-8=-401/172 BOT CHORD 10-12=-164/491, 9-10=-36/432, 8-9=0/487 WEBS 3-10=-71/286, 4-9=-90/285, 2-12=-545/109, 5-8=-576/98 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T27 Truss Type Piggyback Base Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131264 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-K_oxsm_3FcUY6ig1w?PVWrVErEVlbjg_KpUckPzFZp7 Scale = 1:70.5 1 2 3 4 5 6 7 13 12 11 10 9 8 8x8 4x6 3x6 3x6 5x12 2x4 3x4 3x8 3x6 3x6 3x4 5x8 0-0-6 0-0-6 3-9-11 3-9-5 7-4-15 3-7-3 12-5-10 5-0-11 21-4-13 8-11-2 -1-5-11 1-5-11 3-9-11 3-9-11 7-4-15 3-7-3 12-5-10 5-0-11 16-10-0 4-4-5 21-4-13 4-6-13 3-4-412-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [4:0-2-11,Edge], [5:0-3-2,0-2-0] 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 0.56 0.49 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.02 (loc) 8-9 8-9 8 l/defl >999 >850 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-10,4-9,5-9,7-8: 2x4 SPF No.2, 2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 3-13 REACTIONS.(lb/size)13=945/0-4-3, 8=841/Mechanical Max Horz 13=323(LC 5) Max Uplift 13=-47(LC 6), 8=-19(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-120/273, 3-4=-611/236, 4-5=-387/199, 5-6=-689/216, 6-7=-379/132, 2-13=-241/281, 7-8=-345/117 BOT CHORD 12-13=-178/343, 10-12=-178/343, 9-10=-121/351, 8-9=-8/450 WEBS 3-13=-738/5, 6-8=-483/115 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 13, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T28 Truss Type Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131265 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-oAMK35?h0vcPjsFEUiwk322ShewbKJD7ZTD9HrzFZp6 Scale = 1:37.8 1 2 3 4 8 7 6 5 6x8 6x6 4x6 6x8 3x4 2x4 3x4 3x8 4-3-9 4-3-9 7-7-7 3-3-15 11-11-0 4-3-9 4-3-9 4-3-9 7-7-7 3-3-15 11-11-0 4-3-9 1-7-06-7-21-7-06-7-214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-2-11,Edge], [3:0-3-2,0-2-0], [4:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.13 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-8,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=465/0-3-8, 5=465/Mechanical Max Horz 8=166(LC 5) Max Uplift 8=-7(LC 7), 5=-7(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-424/111, 3-4=-424/110, 1-8=-418/82, 4-5=-418/82 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 8, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T29 Truss Type Roof Special Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131266 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-GNwiHR0KnDkGL0qQ2QRzbGbgI1Iv3nfHo7zipIzFZp5 Scale = 1:22.21 2 3 5 4 3x4 2x4 2x4 3x6 2-7-15 2-7-15 2-8-5 0-0-6 2-8-5 2-8-5 4-1-4 1-5-0 3-9-101-7-09.90 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 0.18 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=68/Mechanical, 4=221/0-4-3 Max Horz 5=-117(LC 4) Max Uplift 5=-67(LC 4), 4=-26(LC 7) Max Grav 5=84(LC 5), 4=221(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss T30 Truss Type Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131267 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-GNwiHR0KnDkGL0qQ2QRzbGbdU15B3jIHo7zipIzFZp5 Scale = 1:54.5 1 2 3 4 5 6 7 8 9 10 13 12 11 4x6 4x8 10x16 5x6 5x6 3x8 4x8 2x4 3x4 2x4 10x16 5x6 5x6 11-3-0 11-3-0 15-0-0 3-9-0 26-3-0 11-3-0 -1-0-0 1-0-0 5-8-12 5-8-12 11-3-0 5-6-4 15-0-0 3-9-0 20-6-4 5-6-4 26-3-0 5-8-12 27-3-0 1-0-0 1-1-08-7-01-1-08-7-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-7-9], [5:0-3-12,0-2-0], [6:0-5-12,0-2-0], [9:0-0-0,0-7-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.88 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.75 0.05 (loc) 9-11 9-11 9 l/defl >999 >422 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 3-7-9, Right 2x8 SP 2400F 2.0E 3-7-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins, except 2-0-0 oc purlins (5-11-11 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS.(lb/size)2=1110/0-3-8, 9=1110/0-3-8 Max Horz 2=-192(LC 4) Max Uplift 2=-69(LC 6), 9=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1373/165, 4-5=-1103/162, 5-6=-845/174, 6-7=-1102/162, 7-9=-1373/165 BOT CHORD 2-13=-64/1015, 11-13=0/844, 9-11=-38/1015 WEBS 5-13=-6/338, 6-11=-10/339 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T31 Truss Type Common Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131268 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-kZU4Un1yYXs7zAPcb7yC8T7lqRYNoBMQ0niGLkzFZp4 Scale = 1:59.6 1 2 3 4 5 6 7 13 12 11 10 9 8 6x6 4x6 3x6 3x6 3x6 3x8 3x6 3x4 3x6 3x4 3x6 6x6 6-8-0 6-8-0 13-1-8 6-5-8 19-7-0 6-5-8 26-3-0 6-8-0 6-8-0 6-8-0 13-1-8 6-5-8 19-7-0 6-5-8 26-3-0 6-8-0 27-3-0 1-0-0 1-1-09-10-01-1-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.51 0.37 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.14 0.04 (loc) 10-12 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-13,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 2-10 REACTIONS.(lb/size)13=1037/0-3-8, 8=1109/0-3-8 Max Horz 13=-242(LC 4) Max Uplift 13=-43(LC 6), 8=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1336/125, 2-3=-992/175, 3-4=-992/175, 4-6=-1332/124, 1-13=-965/104, 6-8=-1037/142 BOT CHORD 12-13=-199/358, 10-12=-41/1020, 9-10=0/1016, 8-9=-27/319 WEBS 3-10=-61/603, 4-10=-394/134, 2-10=-399/134, 1-12=0/669, 6-9=0/703 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss T32 Truss Type Common Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131269 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Cl2Si72aJq__aK_o9rTRhhgwMrr5Xa4aFRSpuAzFZp3 Scale = 1:58.6 1 2 3 4 5 6 11 10 9 8 7 3x6 4x8 12x12 3x6 3x4 3x4 3x4 3x4 10x10 8-10-8 8-10-8 17-6-8 8-8-0 26-5-0 8-10-8 6-9-0 6-9-0 13-3-8 6-6-8 19-9-0 6-5-8 26-5-0 6-8-0 0-11-119-10-01-1-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-8], [1:0-1-12,0-1-3], [6:0-1-12,0-1-3], [6:Edge,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 0.53 0.53 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.05 (loc) 10-11 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-10,5-8,3-11,5-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-7 REACTIONS.(lb/size)11=1045/0-5-8, 7=1045/0-3-8 Max Horz 11=231(LC 5) Max Uplift 11=-43(LC 6), 7=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-691/138, 3-4=-1227/214, 4-5=-1205/211, 5-6=-615/133, 1-11=-521/122, 6-7=-477/118 BOT CHORD 10-11=-69/1039, 8-10=0/734, 7-8=-14/1017 WEBS 3-10=-305/194, 4-10=-81/499, 4-8=-77/477, 5-8=-289/191, 3-11=-705/13, 5-7=-764/13 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss T33 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131270 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-gycqvT2C486rCTZ?jY_gDuDBVFJ1G8NjU5BNQczFZp2 Scale = 1:21.8 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x6 1-10-5 1-10-5 4-0-0 2-1-11 -1-0-0 1-0-0 1-10-5 1-10-5 4-0-0 2-1-11 1-7-03-9-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=139/Mechanical, 7=229/0-3-8 Max Horz 7=120(LC 5) Max Uplift 5=-59(LC 5), 7=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T34 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131271 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-gycqvT2C486rCTZ?jY_gDuD8yFIVG8AjU5BNQczFZp2 Scale = 1:28.6 1 2 3 4 7 6 5 4x6 3x4 2x4 2x4 3x8 3x6 3-0-0 3-0-0 4-0-0 1-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 4-0-0 1-0-0 1-7-05-1-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=139/Mechanical, 7=229/0-3-8 Max Horz 7=160(LC 5) Max Uplift 5=-94(LC 5), 7=-19(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T35 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131272 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-98AD6p3qrSEiqd8BHGVvm6lJWfeg?bNsjlxwy3zFZp1 Scale = 1:29.0 1 2 3 4 7 6 5 4x6 3x4 2x4 2x4 3x8 3x6 3-0-14 3-0-14 4-0-0 0-11-2 -1-0-0 1-0-0 3-0-14 3-0-14 4-0-0 0-11-2 1-7-05-2-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.36 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=139/Mechanical, 7=229/0-3-8 Max Horz 7=163(LC 5) Max Uplift 5=-96(LC 5), 7=-21(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T36 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131273 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-98AD6p3qrSEiqd8BHGVvm6lM5ffG?bdsjlxwy3zFZp1 Scale = 1:22.2 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x6 1-11-2 1-11-2 4-0-0 2-0-14 -1-0-0 1-0-0 1-11-2 1-11-2 4-0-0 2-0-14 1-7-03-10-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=139/Mechanical, 7=229/0-3-8 Max Horz 7=123(LC 5) Max Uplift 5=-61(LC 5), 7=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss T37 Truss Type Half Hip Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131274 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-dKjbK94SclMZRnjNqz18IJIYr2?Bk2u0xPgTUVzFZp0 Scale = 1:18.4 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x6 1-3-7 1-3-7 4-0-0 2-8-9 -1-0-0 1-0-0 1-3-7 1-3-7 4-0-0 2-8-9 1-7-03-1-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=139/Mechanical, 7=229/0-3-8 Max Horz 7=100(LC 5) Max Uplift 5=-45(LC 5), 7=-23(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 3-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss TG01 Truss Type Common Girder Qty 1 Ply 3 34 Heritage at Spring Job Reference (optional) I37131275 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-5XHzXV54N3UQ3xIaOgYNrXqZRSB6TLY9A2Q11xzFZp? Scale = 1:57.4 1 2 3 4 7 6 58910 3x12 4x8 6x10 2x4 10x10 4x6 6-5-8 6-5-8 12-11-0 6-5-8 6-5-8 6-5-8 12-11-0 6-5-8 13-11-0 1-0-0 1-7-09-1-71-7-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.71 0.65 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.22 0.01 (loc) 6-7 6-7 5 l/defl >999 >676 n/a L/d 240 180 n/a PLATES MT20 Weight: 243 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-6: 2x4 SPF No.2, 1-7: 2x6 SP 2400F 2.0E, 3-5: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=9064/0-3-8, 5=4718/0-3-8 Max Horz 7=-245(LC 3) Max Uplift 7=-1417(LC 6), 5=-1267(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5398/1465, 2-3=-5400/1464, 1-7=-4322/1254, 3-5=-4949/1269 BOT CHORD 6-7=-452/2796 WEBS 2-6=-2060/7618, 1-6=-849/1036, 3-6=-966/3528 NOTES-(8-9) 1) 3-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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-8-0 oc, Except member 6-1 2x4 - 1 row at 0-9-0 oc, member 6-3 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=1417, 5=1267. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1996 lb down and 64 lb up at 0-2-12, 1983 lb down and 65 lb up at 2-3-12, 1983 lb down and 65 lb up at 4-3-12, and 1989 lb down and 66 lb up at 5-3-12, and 4759 lb down and 2361 lb up at 6-7-0 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 May 17,2019 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 34_Heritage_at_Spring Truss TG01 Truss Type Common Girder Qty 1 Ply 3 34 Heritage at Spring Job Reference (optional) I37131275 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:42 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-5XHzXV54N3UQ3xIaOgYNrXqZRSB6TLY9A2Q11xzFZp? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-1996(B) 6=-4759(B) 8=-1983(B) 9=-1983(B) 10=-1989(B) 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 34_Heritage_at_Spring Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 34 Heritage at Spring Job Reference (optional) I37131276 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZjrLlq5j7NcHh5smyO3cOkNtAseSCwUJPi9aZOzFZp_ Scale = 1:25.0 1 2 3 4 5 6 8 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 3x12 4x6 5x8 6x6 3x12 4x6 2x4 3x4 4-8-4 4-8-4 9-5-12 4-9-8 14-2-0 4-8-4 4-8-4 4-8-4 9-5-12 4-9-8 14-2-0 4-8-4 1-1-04-0-34-2-81-1-04-0-38.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [3:0-1-12,0-2-12], [6:0-8-13,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.20 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-11-10, Right 2x6 SPF No.2 2-11-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=810/0-3-8, 6=955/0-3-8 Max Horz 1=-87(LC 11) Max Uplift 1=-278(LC 5), 6=-248(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1002/411, 3-4=-808/366, 4-6=-1117/404 BOT CHORD 1-8=-321/739, 7-8=-327/747, 6-7=-260/797 WEBS 3-8=-146/326, 4-7=-146/342 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=278, 6=248. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 33 lb up at 6-0-12, 53 lb down and 33 lb up at 7-1-12, and 53 lb down and 33 lb up at 8-1-4, and 135 lb down at 13-5-4 on top chord, and 61 lb down at 1-5-4, 33 lb down and 72 lb up at 2-0-12, 61 lb down at 3-5-4, 68 lb down and 96 lb up at 4-0-12, 61 lb down at 5-5-4, 4 lb down and 86 lb up at 6-0-12, 4 lb down and 86 lb up at 7-1-12, 61 lb down at 7-5-4, 4 lb down and 86 lb up at 8-1-4, 168 lb down at 9-5-4, 68 lb down and 96 lb up at 10-1-4, 61 lb down at 11-5-4, and 33 lb down and 72 lb up at 12-1-4, and 66 lb down at 13-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard Continued on page 2 May 17,2019 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 34_Heritage_at_Spring Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 34 Heritage at Spring Job Reference (optional) I37131276 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:43 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZjrLlq5j7NcHh5smyO3cOkNtAseSCwUJPi9aZOzFZp_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 7=-168(F) 12=-101(F) 13=-35(F) 14=-33(B) 15=-35(F) 16=-40(B) 17=-35(F) 18=-1(B) 19=-36(F=-35, B=-1) 20=-1(B) 21=-40(B) 22=-35(F) 23=-33(B) 24=-38(F) 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 34_Heritage_at_Spring Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131277 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZjrLlq5j7NcHh5smyO3cOkNuKshGCwnJPi9aZOzFZp_ Scale = 1:15.1 1 2 3 4 7 6 5 4x8 2x4 4x6 2x4 3x4 3x6 0-8-9 0-8-9 2-3-0 1-6-7 -1-0-0 1-0-0 0-8-9 0-8-9 2-3-0 1-6-7 1-7-02-3-32-5-02-3-314.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0] 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-P 0.13 0.02 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=43/Mechanical, 7=132/0-3-8 Max Horz 7=72(LC 4) Max Uplift 5=-59(LC 4), 7=-66(LC 5) Max Grav 5=53(LC 10), 7=132(LC 1) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 136 lb up at 0-8-9 on top chord, and 3 lb down and 37 lb up at 0-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=44(B) 6=7(B) May 17,2019 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 34_Heritage_at_Spring Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131278 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-1vPjyA6Lugk8IFRyW5arwyw24G0VxN1SdMv84qzFZoz Scale = 1:15.1 1 2 3 4 7 6 5 4x8 2x4 4x6 2x4 3x4 3x6 0-8-9 0-8-9 2-3-0 1-6-7 -1-0-0 1-0-0 0-8-9 0-8-9 2-3-0 1-6-7 1-7-02-3-32-5-02-3-314.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0] 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-P 0.13 0.02 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=43/Mechanical, 7=132/0-3-8 Max Horz 7=72(LC 4) Max Uplift 5=-59(LC 4), 7=-66(LC 5) Max Grav 5=53(LC 10), 7=132(LC 1) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 136 lb up at 0-8-9 on top chord, and 3 lb down and 37 lb up at 0-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=44(F) 6=7(F) May 17,2019 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 34_Heritage_at_Spring Truss TG05 Truss Type Flat Girder Qty 1 Ply 2 34 Heritage at Spring Job Reference (optional) I37131279 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-V6z6AW7zf_t?wO093p54T9S3YgDzgrCbs0ehcGzFZoy Scale = 1:17.7 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 2x4 4x6 2x4 4x6 8-10-8 8-10-8 8-10-8 8-10-8 2-5-0LOADING (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-P 0.72 0.58 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.27 0.00 (loc) 3-4 3-4 3 l/defl >999 >378 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=707/0-3-8, 3=643/0-5-8 Max Horz 4=-59(LC 3) Max Uplift 3=-25(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-258/105, 2-3=-262/114 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 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) 3. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 26 lb up at 2-0-12, 39 lb down and 26 lb up at 4-0-12, and 39 lb down and 26 lb up at 6-0-12, and 32 lb down and 37 lb up at 8-0-12 on top chord, and 165 lb down at 0-11-12, 2 lb down and 16 lb up at 2-0-12, 164 lb down at 2-11-12, 2 lb down and 16 lb up at 4-0-12, 164 lb down at 4-11-12, 2 lb down and 16 lb up at 6-0-12, and 164 lb down at 6-11-12, and 4 lb down and 11 lb up at 8-0-12 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 8=-4(F) 9=-165(B) 10=1(F) 11=-164(B) 12=1(F) 13=-164(B) 14=1(F) 15=-164(B) 16=-4(F) May 17,2019 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 34_Heritage_at_Spring Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131280 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-V6z6AW7zf_t?wO093p54T9S35gGygn0bs0ehcGzFZoy Scale = 1:25.0 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 20 21 10x10 5x8 6x6 10x10 4x6 4x8 4-10-14 4-10-14 7-9-2 2-10-4 12-8-0 4-10-14 4-10-14 4-10-14 7-9-2 2-10-4 12-8-0 4-10-14 1-1-04-1-154-4-41-1-04-1-158.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-2], [2:0-2-0,0-3-4], [4:Edge,0-8-2], [5:0-1-12,0-0-0], [8:0-1-12,0-0-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.75 0.39 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.06 0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-8,4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-13 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=1214/0-3-8, 5=1265/0-3-8 Max Horz 8=98(LC 4) Max Uplift 8=-473(LC 5), 5=-487(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1288/559, 2-3=-1033/512, 3-4=-1298/563, 1-8=-886/373, 4-5=-892/376 BOT CHORD 7-8=-258/543, 6-7=-459/1024, 5-6=-211/544 WEBS 2-7=-218/432, 3-6=-260/502, 1-7=-298/497, 4-6=-310/506 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=473, 5=487. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 39 lb up at 6-0-12, and 53 lb down and 39 lb up at 6-7-4 on top chord, and 219 lb down and 63 lb up at 1-6-12, 40 lb down and 69 lb up at 2-0-12, 219 lb down and 63 lb up at 3-6-12, 65 lb down and 92 lb up at 4-0-12, 219 lb down and 63 lb up at 5-6-12, 5 lb down and 83 lb up at 6-0-12, 5 lb down and 83 lb up at 6-7-4, 219 lb down and 63 lb up at 7-6-12, 65 lb down and 92 lb up at 8-7-4, 219 lb down and 63 lb up at 9-6-12, and 40 lb down and 69 lb up at 10-7-4, and 219 lb down and 63 lb up at 11-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Continued on page 2 May 17,2019 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 34_Heritage_at_Spring Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131280 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:46 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-zIXUNs8bQI?rYYbLdWcJ?N?Er3cBPEGl5gOE9izFZox LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-219(F) 11=-219(F) 12=-40(B) 13=-219(F) 14=-46(B) 15=-219(F) 16=-2(B) 17=-2(B) 18=-46(B) 19=-219(F) 20=-40(B) 21=-219(F) 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 34_Heritage_at_Spring Truss TG07 Truss Type Half Hip Girder Qty 2 Ply 1 34 Heritage at Spring Job Reference (optional) I37131281 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-zIXUNs8bQI?rYYbLdWcJ?N?Oa3i_PHYl5gOE9izFZox Scale = 1:15.1 1 2 3 4 7 6 5 4x8 2x4 4x6 2x4 3x4 3x6 0-8-9 0-8-9 2-4-8 1-7-15 -1-0-0 1-0-0 0-8-9 0-8-9 2-4-8 1-7-15 1-7-02-3-32-5-02-3-314.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0] 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-P 0.13 0.01 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=50/Mechanical, 7=134/0-3-8 Max Horz 7=72(LC 4) Max Uplift 5=-57(LC 4), 7=-68(LC 5) Max Grav 5=60(LC 10), 7=134(LC 1) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 137 lb up at 0-8-9 on top chord, and 3 lb down and 37 lb up at 0-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=44(B) 6=7(B) May 17,2019 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 34_Heritage_at_Spring Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 2 34 Heritage at Spring Job Reference (optional) I37131282 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-whfEoY9ryvFZnsljlxfn5o4artGltzf2Y_tLDbzFZov Scale = 1:88.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222232425262728293031323334353637383940414243 44 6x8 3x6 3x4 8x8 12x12 4x6 3x6 4x8 5x8 3x6 4x6 3x6 4x6 4x6 6x8 6x8 3x6 4x8 5x6 5-11-7 5-11-7 11-7-6 5-7-15 19-4-2 7-8-12 30-11-3 11-7-1 42-6-4 11-7-1 50-6-8 8-0-4 -1-0-0 1-0-0 5-11-7 5-11-7 11-7-6 5-7-15 19-4-2 7-8-12 27-0-13 7-8-12 34-9-9 7-8-12 42-6-4 7-8-12 50-6-8 8-0-4 1-1-08-7-108-9-158-7-108.00 12 Plate Offsets (X,Y)-- [4:0-4-9,Edge], [10:0-3-8,0-3-0], [13:0-3-8,0-3-0], [20:0-3-8,0-2-0], [21:Edge,0-10-2], [21:0-1-12,0-0-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.72 0.57 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.46 -0.72 0.12 (loc) 15-17 15-17 12 l/defl >999 >833 n/a L/d 240 180 n/a PLATES MT20 Weight: 597 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-19,7-15,8-15,2-20: 2x4 SPF No.2 7-17,8-13,10-12,2-21: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-13 max.): 4-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 5-19, 10-12 REACTIONS.(lb/size)12=4779/Mechanical, 21=4648/0-3-8 Max Horz 21=257(LC 12) Max Uplift 12=-2349(LC 3), 21=-1778(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6344/2591, 3-4=-6083/2713, 4-5=-5087/2327, 5-7=-6877/3235, 7-8=-6940/3400, 8-10=-3957/2000, 2-21=-4264/1691 BOT CHORD 20-21=-642/1227, 19-20=-2273/5180, 17-19=-3265/6877, 15-17=-3361/7065, 13-15=-2912/6086, 12-13=-1924/3957 WEBS 3-19=-256/363, 4-19=-1387/2902, 5-19=-2731/1507, 5-17=-888/1485, 7-17=-342/247, 7-15=-295/264, 8-15=-1012/2014, 8-13=-3117/1451, 10-13=-1816/3612, 10-12=-5679/2768, 2-20=-1694/3988 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=2349, 21=1778. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 17,2019 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 34_Heritage_at_Spring Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 2 34 Heritage at Spring Job Reference (optional) I37131282 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:48 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-whfEoY9ryvFZnsljlxfn5o4artGltzf2Y_tLDbzFZov NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 77 lb up at 2-0-12, 212 lb down and 64 lb up at 4-0-12, 212 lb down and 83 lb up at 6-0-12, 212 lb down and 111 lb up at 8-0-12, 210 lb down and 145 lb up at 10-0-12, 212 lb down and 167 lb up at 12-0-12, 212 lb down and 167 lb up at 14-0-12, 212 lb down and 167 lb up at 16-0-12, 212 lb down and 167 lb up at 18-0-12, 212 lb down and 167 lb up at 20-0-12, 212 lb down and 167 lb up at 22-0-12, 212 lb down and 167 lb up at 24-0-12, 212 lb down and 167 lb up at 26-0-12, 212 lb down and 167 lb up at 28-0-12, 212 lb down and 167 lb up at 30-0-12, 212 lb down and 167 lb up at 32-0-12, 218 lb down and 165 lb up at 34-0-12, 218 lb down and 165 lb up at 36-0-12, 218 lb down and 165 lb up at 38-0-12, 218 lb down and 165 lb up at 40-0-12, 218 lb down and 165 lb up at 42-0-12, 218 lb down and 165 lb up at 44-0-12, 212 lb down and 167 lb up at 46-0-12, and 212 lb down and 167 lb up at 48-0-12, and 219 lb down and 163 lb up at 50-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 18=-212(B) 20=-212(B) 22=-206(B) 23=-212(B) 24=-212(B) 25=-210(B) 26=-212(B) 27=-212(B) 28=-212(B) 29=-212(B) 30=-212(B) 31=-212(B) 32=-212(B) 33=-212(B) 34=-212(B) 35=-212(B) 36=-218(B) 37=-218(B) 38=-218(B) 39=-218(B) 40=-218(B) 41=-218(B) 42=-212(B) 43=-212(B) 44=-219(B) 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 34_Heritage_at_Spring Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131283 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-OtCc?uATjDNQP0KwIeA0d?dowHkGceHBnecul1zFZou Scale = 1:17.0 1 2 3 4 7 6 5 8 9 10 11 12 4x6 2x4 2x4 3x12 3x4 3x6 3-1-4 3-1-4 6-2-8 3-1-4 -1-0-0 1-0-0 0-8-9 0-8-9 6-2-8 5-5-15 1-7-02-5-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.57 0.04 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=226/Mechanical, 7=279/0-3-8 Max Horz 7=78(LC 4) Max Uplift 5=-63(LC 4), 7=-103(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-260/93 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=103. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 90 lb up at 0-8-9, and 44 lb down and 26 lb up at 2-3-4, and 44 lb down and 26 lb up at 4-3-4 on top chord, and 3 lb down and 27 lb up at 0-8-9, and 2 lb down and 16 lb up at 2-3-4, and 2 lb down and 16 lb up at 4-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=30(F) 10=6(F) 11=1(F) 12=1(F) May 17,2019 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 34_Heritage_at_Spring Truss TG10 Truss Type Flat Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131284 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-s3m?DEB6UWVH0Av6sMhFADAs7hv5LvmL0IMSIUzFZot Scale = 1:62.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3x12 6x8 3x6 3x8 10x10 4x8 6x16 2x4 3x8 2x4 2x4 4x10 2x4 4x10 3x8 4x8 7-4-15 7-4-15 14-8-2 7-3-3 21-11-6 7-3-3 29-2-9 7-3-3 36-7-8 7-4-15 7-4-15 7-4-15 14-8-2 7-3-3 21-11-6 7-3-3 29-2-9 7-3-3 36-7-8 7-4-15 6-7-11LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.99 0.64 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.29 -0.41 0.10 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,4-13,5-12,7-10: 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (2-3-9 max.): 1-8, except end verticals. BOT CHORD Structural wood sheathing directly applied or 5-5-1 oc bracing. WEBS 1 Row at midpt 1-16, 1-15, 4-15, 7-12 2 Rows at 1/3 pts 7-9 REACTIONS.(lb/size)16=2108/0-3-8, 9=2217/0-5-8 Max Horz 16=181(LC 4) Max Uplift 16=-1109(LC 3), 9=-1327(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1996/1137, 1-2=-2023/1122, 2-4=-2023/1122, 4-5=-3111/1924, 5-7=-3111/1924, 8-9=-291/231 BOT CHORD 13-15=-1828/3052, 12-13=-1828/3052, 10-12=-1360/2151, 9-10=-1360/2151 WEBS 1-15=-1384/2590, 2-15=-631/495, 4-15=-1359/900, 4-13=0/424, 5-12=-652/493, 7-12=-780/1267, 7-10=-9/501, 7-9=-2754/1677 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=1109, 9=1327. 5) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 108 lb up at 0-8-12, 56 lb down and 109 lb up at 2-8-12, 56 lb down and 109 lb up at 4-8-12, 56 lb down and 109 lb up at 6-8-12, 56 lb down and 109 lb up at 8-8-12, 56 lb down and 109 lb up at 10-8-12, 56 lb down and 109 lb up at 12-8-12, 56 lb down and 109 lb up at 14-8-12, 66 lb down and 118 lb up at 16-8-12, 66 lb down and 118 lb up at 18-8-12, 66 lb down and 118 lb up at 20-8-12, 66 lb down and 118 lb up at 22-8-12, 66 lb down and 118 lb up at 24-8-12, 66 lb down and 118 lb up at 26-8-12, 68 lb down and 141 lb up at 28-8-12, 68 lb down and 141 lb up at 30-8-12, and 68 lb down and 141 lb up at 32-8-12, and 68 lb down and 141 lb up at 34-8-12 on top chord, and 41 lb down at 0-8-12, 33 lb down at 2-8-12, 33 lb down at 4-8-12, 33 lb down at 6-8-12, 33 lb down at 8-8-12, 33 lb down at 10-8-12, 33 lb down at 12-8-12, 33 lb down at 14-8-12, 48 lb down and 53 lb up at 16-8-12, 48 lb down and 53 lb up at 18-8-12, 48 lb down and 53 lb up at 20-8-12, 48 lb down and 53 lb up at 22-8-12, 48 lb down and 53 lb up at 24-8-12, 48 lb down and 53 lb up at 26-8-12, 50 lb down and 21 lb up at 28-8-12, 50 lb down and 21 lb up at 30-8-12, and 50 lb down and 21 lb up at 32-8-12, and 50 lb down and 21 lb up at 34-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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) StandardContinued on page 2 May 17,2019 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 34_Heritage_at_Spring Truss TG10 Truss Type Flat Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131284 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:50 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-s3m?DEB6UWVH0Av6sMhFADAs7hv5LvmL0IMSIUzFZot LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 14=-12(F) 4=-47(F) 13=-12(F) 11=-24(F) 17=-60(F) 18=-47(F) 19=-47(F) 20=-47(F) 21=-47(F) 22=-47(F) 23=-47(F) 24=-62(F) 25=-62(F) 26=-62(F) 27=-62(F) 28=-62(F) 29=-62(F) 30=-68(F) 31=-68(F) 32=-68(F) 33=-68(F) 34=-16(F) 35=-12(F) 36=-12(F) 37=-12(F) 38=-12(F) 39=-12(F) 40=-24(F) 41=-24(F) 42=-24(F) 43=-24(F) 44=-24(F) 45=-35(F) 46=-35(F) 47=-35(F) 48=-35(F) 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 34_Heritage_at_Spring Truss TG11 Truss Type Hip Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131285 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-KFKNQaCkFqd8eJUIQ3CUiQiBD4N44VkUEy5?qwzFZos Scale = 1:42.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 3x6 5x12 4x8 4x6 5x12 2x4 2x4 3x4 3x4 3x8 3x4 4x6 1-8-0 1-8-0 5-10-14 4-2-14 7-0-2 1-1-3 11-3-0 4-2-14 12-11-0 1-8-0 1-8-0 1-8-0 5-10-14 4-2-14 7-0-2 1-1-3 11-3-0 4-2-14 12-11-0 1-8-0 13-11-0 1-0-0 1-7-03-6-67-0-51-7-07-0-514.00 12 9.90 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-15], [3:0-6-4,0-2-0], [4:0-4-4,0-2-0], [5:0-6-0,0-1-15], [6:0-2-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.15 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size)13=694/0-3-8, 8=802/0-3-8 Max Horz 13=-191(LC 3) Max Uplift 13=-425(LC 3), 8=-437(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-541/350, 2-3=-612/424, 3-4=-400/342, 4-5=-614/410, 5-6=-551/352, 1-13=-679/416, 6-8=-786/437 BOT CHORD 11-12=-317/350, 10-11=-285/395, 9-10=-215/355 WEBS 1-12=-296/445, 6-9=-263/478 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=425, 8=437. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 78 lb up at 1-8-0, 42 lb down and 74 lb up at 2-0-12, 102 lb down and 112 lb up at 4-0-4, 86 lb down and 124 lb up at 5-10-15, 86 lb down and 124 lb up at 7-0-2, and 102 lb down and 112 lb up at 8-10-12, and 101 lb down and 71 lb up at 11-3-0 on top chord, and 3 lb down and 46 lb up at 1-8-0, 9 lb down and 27 lb up at 2-0-12, 48 lb down and 16 lb up at 4-0-4, 51 lb down and 51 lb up at 5-11-10, 51 lb down and 51 lb up at 6-11-6, 48 lb down and 16 lb up at 8-10-12, and 73 lb down and 79 lb up at 10-10-4, and 3 lb down and 46 lb up at 11-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Continued on page 2 May 17,2019 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 34_Heritage_at_Spring Truss TG11 Truss Type Hip Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131285 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:51 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-KFKNQaCkFqd8eJUIQ3CUiQiBD4N44VkUEy5?qwzFZos LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-67(F) 4=-67(F) 12=-2(F) 11=-25(F) 10=-25(F) 9=-46(F) 14=-0(F) 15=-62(F) 16=-62(F) 17=-30(F) 18=-30(F) 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 34_Heritage_at_Spring Truss TG12 Truss Type Roof Special Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131286 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-oSulevCM08l?GT2V_njjFeFGAUZEpoDdTcrZMMzFZor Scale = 1:48.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 6x8 6x10 4x6 6x6 4x6 3x4 4x6 4x6 4x8 3x6 3x6 2x4 4x6 3x12 5-5-4 5-5-4 6-5-12 1-0-8 8-11-0 2-5-4 19-11-0 11-0-0 22-11-0 3-0-0 5-5-4 5-5-4 6-5-12 1-0-8 8-11-0 2-5-4 14-5-0 5-6-0 19-11-0 5-6-0 22-11-0 3-0-0 23-11-0 1-0-0 1-7-05-1-07-11-21-7-07-11-214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-6-1,0-0-13], [3:0-3-2,0-2-0], [6:0-3-2,0-2-0], [7:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.76 0.79 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.22 -0.36 0.02 (loc) 10-11 10-11 9 l/defl >999 >762 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-7 max.): 2-3, 4-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-13 REACTIONS.(lb/size)15=1057/Mechanical, 9=1254/0-3-8 Max Horz 15=-217(LC 3) Max Uplift 15=-261(LC 6), 9=-706(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1071/348, 2-3=-650/292, 3-4=-1045/397, 4-5=-1442/576, 5-6=-746/504, 6-7=-1165/681, 1-15=-992/286, 7-9=-1305/712 BOT CHORD 14-15=-228/264, 13-14=-243/615, 11-13=-568/1427, 10-11=-671/1314 WEBS 2-14=-46/276, 2-13=-202/373, 3-13=-367/699, 4-13=-1631/757, 4-11=-323/484, 5-10=-758/316, 6-10=-366/578, 1-14=-200/475, 7-10=-482/817 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) except (jt=lb) 15=261, 9=706. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 103 lb up at 12-10-4, 57 lb down and 66 lb up at 14-10-4, and 57 lb down and 66 lb up at 16-10-4, and 57 lb down and 66 lb up at 18-10-4 on top chord, and 239 lb down and 119 lb up at 11-11-12, 16 lb down and 30 lb up at 12-10-4, 18 lb down and 72 lb up at 14-10-4, 18 lb down and 72 lb up at 16-10-4, and 18 lb down and 72 lb up at 18-10-4, and 106 lb down and 240 lb up at 20-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-7=-60, 7-8=-60, 9-15=-20 Continued on page 2 May 17,2019 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 34_Heritage_at_Spring Truss TG12 Truss Type Roof Special Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131286 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:52 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-oSulevCM08l?GT2V_njjFeFGAUZEpoDdTcrZMMzFZor LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 16=-21(F) 17=-12(F) 18=-12(F) 19=-12(F) 20=-239(F) 21=-12(F) 22=-9(F) 23=-9(F) 24=-9(F) 25=-96(F) 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 34_Heritage_at_Spring Truss TG13 Truss Type Roof Special Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131287 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-GeS7rFD_nRtstddhXUEyoroayu0QYThniGa6uozFZoq Scale = 1:28.81 2 4 3 5 4x6 2x4 3x6 2x4 3-0-0 3-0-0 3-0-0 3-0-0 5-1-01-7-014.00 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.35 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=259/Mechanical, 3=403/0-3-8 Max Horz 4=-132(LC 3) Max Uplift 4=-107(LC 3), 3=-63(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=107. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 446 lb down and 19 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-446(F) May 17,2019 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 34_Heritage_at_Spring Truss TG14 Truss Type Half Hip Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131288 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-GeS7rFD_nRtstddhXUEyoroadu58YTWniGa6uozFZoq Scale = 1:22.8 1 2 3 4 7 6 5 4x6 3x4 2x4 2x4 3x8 3x6 2-0-0 2-0-0 3-0-0 1-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 3-0-0 1-0-0 1-7-03-11-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=116/Mechanical, 7=193/0-3-8 Max Horz 7=123(LC 4) Max Uplift 5=-223(LC 4), 7=-56(LC 3) Max Grav 5=118(LC 9), 7=193(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=223. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 59 lb up at 2-10-4, and 40 lb down and 24 lb up at 2-0-0 on top chord, and 12 lb down and 119 lb up at 1-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 4=-18(F) 6=-5(F) May 17,2019 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 34_Heritage_at_Spring Truss TG15 Truss Type Hip Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131289 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-kq0V3bEcYl?jVnCt5CmBK3KexIHfHj1wxwKfRFzFZop Scale = 1:46.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 4x8 4x8 4x8 4x6 4x8 3x6 4x8 4x8 4x10 4x10 7-9-0 7-9-0 18-6-0 10-9-0 26-3-0 7-9-0 -1-0-0 1-0-0 7-9-0 7-9-0 13-1-8 5-4-8 18-6-0 5-4-8 26-3-0 7-9-0 27-3-0 1-0-0 1-1-06-3-01-1-06-3-08.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-0], [5:0-4-12,0-2-0], [8:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.61 0.67 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.17 -0.30 0.04 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-12,6-8: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-5 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 7-4-7 oc bracing. REACTIONS.(lb/size)12=1663/0-3-8, 8=1753/0-3-8 Max Horz 12=-149(LC 11) Max Uplift 12=-764(LC 5), 8=-808(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1919/993, 3-4=-1502/888, 4-5=-1534/903, 5-6=-1956/1011, 2-12=-1384/695, 6-8=-1392/698 BOT CHORD 11-12=-397/806, 9-11=-984/1699, 8-9=-363/932 WEBS 3-11=-359/592, 4-11=-384/337, 4-9=-338/315, 5-9=-374/604, 2-11=-630/741, 6-9=-592/644 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=764, 8=808. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 101 lb up at 8-0-12, 67 lb down and 101 lb up at 10-0-12, 67 lb down and 101 lb up at 12-0-12, 67 lb down and 101 lb up at 14-0-12, and 67 lb down and 101 lb up at 16-0-12, and 62 lb down and 101 lb up at 18-0-12 on top chord, and 112 lb down and 64 lb up at 2-0-12, 119 lb down and 71 lb up at 4-0-12, 119 lb down and 106 lb up at 6-0-12, 38 lb down and 58 lb up at 8-0-12, 38 lb down and 58 lb up at 10-0-12, 38 lb down and 58 lb up at 12-0-12, 38 lb down and 58 lb up at 14-0-12, 38 lb down and 58 lb up at 16-0-12, 38 lb down and 58 lb up at 18-0-12, 119 lb down and 108 lb up at 20-0-12, 119 lb down and 73 lb up at 22-0-12, and 119 lb down and 57 lb up at 23-2-4, and 112 lb down and 64 lb up at 24-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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) Standard Continued on page 2 May 17,2019 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 34_Heritage_at_Spring Truss TG15 Truss Type Hip Girder Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131289 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:54 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-kq0V3bEcYl?jVnCt5CmBK3KexIHfHj1wxwKfRFzFZop LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 10=-19(F) 11=-19(F) 9=-19(F) 13=-46(F) 14=-46(F) 15=-46(F) 16=-46(F) 17=-46(F) 18=-46(F) 19=-112(F) 20=-119(F) 21=-119(F) 22=-19(F) 23=-19(F) 24=-19(F) 25=-119(F) 26=-119(F) 27=-119(F) 28=-112(F) 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 34_Heritage_at_Spring Truss TG16 Truss Type Common Girder Qty 1 Ply 2 34 Heritage at Spring Job Reference (optional) I37131290 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-C1auGxFEJ37a7xn4fvHQtGto8idF09549a3DzhzFZoo Scale = 1:59.6 1 2 3 4 5 6 12 11 10 9 8 7131415161718192021222324 3x6 5x6 4x10 4x10 5x8 4x8 8x8 10x10 4x8 8x8 5x12 5x8 6-9-8 6-9-8 13-3-8 6-6-0 19-8-8 6-5-0 26-5-0 6-8-8 6-9-8 6-9-8 13-3-8 6-6-0 19-8-8 6-5-0 26-5-0 6-8-8 0-11-119-10-01-1-08.00 12 Plate Offsets (X,Y)-- [7:Edge,0-2-8], [8:0-3-8,0-4-0], [11:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.65 0.64 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.06 (loc) 9-11 9-11 7 l/defl >999 >956 n/a L/d 240 180 n/a PLATES MT20 Weight: 301 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-4: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-9,6-8: 2x4 SPF No.2, 1-12: 2x10 SP No.1, 6-7: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=6670/0-5-8, 7=6962/0-3-8 Max Horz 12=229(LC 4) Max Uplift 12=-237(LC 5), 7=-491(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-8039/313, 3-4=-5872/311, 4-5=-5870/311, 5-6=-7974/343, 1-12=-5057/226, 6-7=-5086/224 BOT CHORD 11-12=-255/3169, 9-11=-246/6584, 8-9=-197/6532, 7-8=-285/2836 WEBS 3-11=-29/2284, 3-9=-2291/194, 4-9=-218/5968, 5-9=-2250/228, 5-8=-67/2243, 1-11=-59/3444, 6-8=0/3730 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, 2x10 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) 12=237, 7=491. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 821 lb down and 31 lb up at 1-4-4, 883 lb down and 28 lb up at 3-4-4, 883 lb down and 28 lb up at 5-4-4, 883 lb down and 28 lb up at 7-4-4, 883 lb down and 28 lb up at 9-4-4, 883 lb down and 28 lb up at 11-4-4, 883 lb down and 28 lb up at 13-4-4, 883 lb down and 28 lb up at 15-4-4, 883 lb down and 28 lb up at 17-4-4, 883 lb down and 29 lb up at 19-4-4, 883 lb down and 21 lb up at 21-4-4, and 883 lb down and 57 lb up at 23-4-4, and 1038 lb down and 280 lb up at 25-4-4 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) StandardContinued on page 2 May 17,2019 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 34_Heritage_at_Spring Truss TG16 Truss Type Common Girder Qty 1 Ply 2 34 Heritage at Spring Job Reference (optional) I37131290 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:55 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-C1auGxFEJ37a7xn4fvHQtGto8idF09549a3DzhzFZoo LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 9=-883(B) 13=-821(B) 14=-883(B) 15=-883(B) 16=-883(B) 17=-883(B) 18=-883(B) 19=-883(B) 20=-883(B) 21=-883(B) 22=-883(B) 23=-883(B) 24=-1038(B) 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 34_Heritage_at_Spring Truss TG17 Truss Type Half Hip Girder Qty 2 Ply 1 34 Heritage at Spring Job Reference (optional) I37131291 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-hD8GTHFs4MFRl5MGDdofPUQ4?56Glq4DOEpmV7zFZon Scale = 1:14.9 1 2 3 4 7 6 5 8 9 4x6 2x4 2x4 3x8 3x4 3x6 2-0-0 2-0-0 4-0-0 2-0-0 -1-0-0 1-0-0 0-8-9 0-8-9 4-0-0 3-3-7 1-7-02-5-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=132/Mechanical, 7=197/0-3-8 Max Horz 7=78(LC 4) Max Uplift 5=-51(LC 4), 7=-85(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 90 lb up at 0-8-9, and 44 lb down and 26 lb up at 2-0-12 on top chord, and 3 lb down and 27 lb up at 0-8-9, and 2 lb down and 16 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=30(F) 6=1(F) 9=6(F) May 17,2019 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 34_Heritage_at_Spring Truss V01 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131292 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-hD8GTHFs4MFRl5MGDdofPUQ415?3lq2DOEpmV7zFZon Scale = 1:13.8 1 2 3 2x4 2x4 2x4 5-5-10 5-5-10 5-6-0 0-0-6 2-9-0 2-9-0 5-6-0 2-9-0 0-0-41-10-00-0-48.00 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 0.19 0.48 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=192/5-5-4, 3=192/5-5-4 Max Horz 1=-37(LC 4) 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-(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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V02 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131293 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-9PhehdGVqgNIMExSmKJuyhyHNVPDUHINduYK1azFZom Scale = 1:9.4 1 2 3 2x4 2x4 2x4 3-11-10 3-11-10 4-0-0 0-0-6 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-4-00-0-48.00 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 0.09 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=132/3-11-4, 3=132/3-11-4 Max Horz 1=-26(LC 4) Max Uplift 1=-6(LC 6), 3=-6(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V03 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131294 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-dcF0uzH7b_V8_OWeK1q7VvVLHvjyDkYWrYIta0zFZol Scale = 1:28.3 1 2 32x4 2x4 2x4 4-3-14 4-3-14 0-0-45-0-814.00 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 0.53 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=160/4-3-11, 3=160/4-3-11 Max Horz 1=140(LC 5) Max Uplift 1=-7(LC 4), 3=-68(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V04 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131295 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-dcF0uzH7b_V8_OWeK1q7VvVPKvmRDkYWrYIta0zFZol Scale = 1:21.7 1 2 3 2x4 2x4 2x4 3-2-3 3-2-3 0-0-43-8-814.00 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 0.27 0.17 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=114/3-1-15, 3=114/3-1-15 Max Horz 1=100(LC 5) Max Uplift 1=-5(LC 4), 3=-49(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V05 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131296 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-5opO6JIlMHd?cY5rulLM162dnJ8JyBof4C1Q6SzFZok Scale = 1:14.9 1 2 3 2x4 2x4 2x4 2-0-7 2-0-7 0-0-42-4-814.00 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 0.10 0.06 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=68/2-0-4, 3=68/2-0-4 Max Horz 1=60(LC 5) Max Uplift 1=-3(LC 4), 3=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V06 Truss Type Roof Special Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131297 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:23:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-5opO6JIlMHd?cY5rulLM162UNJ?Gy8Hf4C1Q6SzFZok Scale = 1:66.0 12 3 4 5 6 11 10 9 8 7 5x6 3x6 4x8 3x8 2x4 6x6 2x4 6x6 2x4 2x4 2x4 15-9-0 15-9-0 4-3-10 4-3-10 8-4-9 4-0-15 15-9-0 7-4-7 6-4-1411-5-22-9-1511-5-214.00 12 Plate Offsets (X,Y)-- [3:0-2-11,Edge], [4:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.64 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-9,3-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 3-10 REACTIONS.All bearings 15-9-0. (lb) - Max Horz 11=-334(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 11=-166(LC 6), 7=-359(LC 5), 9=-100(LC 4), 8=-384(LC 4) Max Grav All reactions 250 lb or less at joint(s) 11 except 7=467(LC 4), 9=329(LC 11), 10=342(LC 10), 8=370(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-98/294, 4-5=-146/291, 5-6=-378/342, 6-7=-312/264 BOT CHORD 10-11=-213/267, 9-10=-213/267, 8-9=-213/267, 7-8=-212/267 WEBS 4-9=-252/172, 3-10=-255/25, 5-8=-230/309 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 11, 359 lb uplift at joint 7, 100 lb uplift at joint 9 and 384 lb uplift at joint 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss V07 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131298 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Z_NmJfJN7blsDig1SSsbaKae_jPthZhpJsn_evzFZoj Scale = 1:79.8 1 2 3 4 5 6 12 11 10 9 8 7 2x4 3x4 4x6 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-9-0 15-9-0 6-4-2 6-4-2 15-9-0 9-4-14 5-0-1412-5-101-5-1514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [7:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.64 0.36 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 3-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS.All bearings 15-9-0. (lb) - Max Horz 12=-345(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12 except 7=-515(LC 5), 10=-108(LC 4), 11=-182(LC 6), 9=-192(LC 7), 8=-396(LC 4) Max Grav All reactions 250 lb or less at joint(s) 12 except 7=628(LC 4), 10=445(LC 5), 11=288(LC 10), 9=339(LC 11), 8=365(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-95/342, 3-4=-163/347, 4-5=-320/343, 5-6=-530/443, 6-7=-461/374 BOT CHORD 11-12=-244/299, 10-11=-243/299, 9-10=-243/299, 8-9=-243/298, 7-8=-243/298 WEBS 3-10=-411/150, 4-9=-257/246, 5-8=-200/281 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 7=515, 10=108, 11=182, 9=192, 8=396. 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.). May 17,2019 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 34_Heritage_at_Spring Truss V08 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131299 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Z_NmJfJN7blsDig1SSsbaKak9jRDhagpJsn_evzFZoj Scale = 1:68.3 1 2 3 4 5 9 8 7 6 2x4 2x4 4x6 3x8 2x4 2x4 2x4 2x4 2x4 15-9-0 15-9-0 6-4-2 6-4-2 15-9-0 9-4-14 3-8-1411-1-100-1-1514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [5:0-2-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.31 0.21 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 15-9-0. (lb) - Max Horz 9=-300(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 7 except 5=-180(LC 5), 8=-190(LC 6), 6=-269(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9 except 5=261(LC 4), 7=421(LC 6), 8=293(LC 10), 6=447(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-98/311, 3-4=-148/323, 4-5=-340/339 BOT CHORD 8-9=-213/267, 7-8=-213/267, 6-7=-213/267, 5-6=-213/267 WEBS 3-7=-378/127, 4-6=-313/298 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7 except (jt=lb) 5=180, 8=190, 6=269. 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.). May 17,2019 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 34_Heritage_at_Spring Truss V09 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131300 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-1Bx9X_J?uvujrsED?AOq6X7x56ptQ1ayYWWXBLzFZoi Scale = 1:60.0 1 2 3 4 5 9 8 7 6 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-8-15 14-8-15 6-4-2 6-4-2 14-8-15 8-4-13 2-4-149-9-100-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [5:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.12 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 14-8-12. (lb) - Max Horz 9=-253(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 7 except 5=-155(LC 5), 8=-202(LC 6), 6=-226(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=353(LC 6), 8=284(LC 10), 6=376(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-106/266, 3-4=-122/271, 4-5=-286/283 WEBS 3-7=-299/90, 4-6=-269/256 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7 except (jt=lb) 5=155, 8=202, 6=226. 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.). May 17,2019 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 34_Heritage_at_Spring Truss V10 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131301 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-VNVXkKKdfC0aT0pQZtv3flf6qW9Y9Uc6mAG4jnzFZoh Scale = 1:52.1 1 2 3 4 5 9 8 7 6 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-7-4 13-7-4 6-4-2 6-4-2 13-7-4 7-3-2 1-0-148-5-100-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.09 0.25 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: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-7-0. (lb) - Max Horz 9=-206(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 5 except 8=-213(LC 6), 6=-191(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5, 7 except 8=278(LC 10), 6=316(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5 except (jt=lb) 8=213, 6=191. 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.). May 17,2019 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 34_Heritage_at_Spring Truss V11 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131302 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-VNVXkKKdfC0aT0pQZtv3flf4fW9V9V36mAG4jnzFZoh Scale = 1:44.3 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 12-2-10 12-2-10 12-2-13 0-0-3 6-1-7 6-1-7 12-2-13 6-1-7 0-0-47-1-100-0-414.00 12 Plate Offsets (X,Y)-- [3:0-2-0,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-R 0.31 0.09 0.16 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: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-2-6. (lb) - Max Horz 1=166(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-171(LC 6), 6=-171(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=281(LC 10), 6=281(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=171, 6=171. 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.). May 17,2019 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 34_Heritage_at_Spring Truss V12 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131303 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-zZ3vxgLFQW8R49Oc7bQICyCCjwQ4uyhF?q?eFDzFZog Scale = 1:39.6 1 2 3 45x6 5x8 5x6 2x4 0-0-3 0-0-3 9-11-6 9-11-3 4-11-11 4-11-11 9-11-6 4-11-11 0-0-45-9-100-0-414.00 12 Plate Offsets (X,Y)-- [1:0-1-13,Edge], [2:0-4-14,0-2-8], [3:0-2-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.48 0.33 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=216/9-10-15, 3=216/9-10-15, 4=319/9-10-15 Max Horz 1=-133(LC 4) Max Uplift 1=-23(LC 7), 3=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V13 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131304 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-zZ3vxgLFQW8R49Oc7bQICyCDUwR_u_tF?q?eFDzFZog Scale = 1:30.6 1 2 3 42x4 3x4 2x4 2x4 0-0-3 0-0-3 7-7-15 7-7-12 3-10-0 3-10-0 7-7-15 3-10-0 0-0-44-5-100-0-414.00 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 0.27 0.06 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=179/7-7-8, 3=179/7-7-8, 4=218/7-7-8 Max Horz 1=102(LC 5) Max Uplift 1=-34(LC 7), 3=-28(LC 6) Max Grav 1=179(LC 1), 3=179(LC 1), 4=223(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V14 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131305 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-SmcH90MuBqGIiJzohIxXkAlRtKqSdRhOEUlBngzFZof Scale = 1:22.3 1 2 3 4 2x4 3x4 2x4 2x4 0-0-3 0-0-3 5-4-8 5-4-5 2-8-4 2-8-4 5-4-8 2-8-4 0-0-43-1-100-0-414.00 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 0.20 0.13 0.02 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=122/5-4-2, 3=122/5-4-2, 4=149/5-4-2 Max Horz 1=-70(LC 4) Max Uplift 1=-23(LC 7), 3=-19(LC 6) Max Grav 1=122(LC 1), 3=122(LC 1), 4=152(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V15 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131306 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-SmcH90MuBqGIiJzohIxXkAlU4Kp8dR1OEUlBngzFZof Scale = 1:11.9 1 2 3 2x4 2x4 2x4 0-0-3 0-0-3 3-1-2 3-0-14 1-6-9 1-6-9 3-1-2 1-6-9 0-0-41-9-100-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=106/3-0-11, 3=106/3-0-11 Max Horz 1=-37(LC 4) Max Uplift 1=-4(LC 7), 3=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V16 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131307 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-wyAfMMMWy7O9KTY?E0SmHNHc_k9bMsgYS7UlK6zFZoe Scale = 1:54.5 1 2 3 4 5 6 7 12 11 10 9 8 2x4 3x6 4x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 13-0-0 13-0-0 -1-0-0 1-0-0 6-6-0 6-6-0 13-0-0 6-6-0 14-0-0 1-0-0 1-3-68-10-61-3-614.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:Edge,0-1-14], [6:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.13 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 13-0-0. (lb) - Max Horz 12=222(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 12=-128(LC 4), 8=-114(LC 5), 11=-210(LC 6), 9=-208(LC 7) Max Grav All reactions 250 lb or less at joint(s) 12, 8 except 10=316(LC 1), 11=270(LC 10), 9=270(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-259/0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 12, 114 lb uplift at joint 8, 210 lb uplift at joint 11 and 208 lb uplift at joint 9. 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.). May 17,2019 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 34_Heritage_at_Spring Truss V17 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131308 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-O8k2aiN8jRW0xd7Bojz?pbqmf7WS5JkhhnEIsYzFZod Scale = 1:46.7 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 12-10-12 12-10-12 12-10-15 0-0-3 6-5-8 6-5-8 12-10-15 6-5-8 0-0-47-6-60-0-414.00 12 Plate Offsets (X,Y)-- [3:0-2-0,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-R 0.31 0.09 0.18 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-10-8. (lb) - Max Horz 1=176(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-176(LC 6), 6=-176(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=289(LC 10), 6=289(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=176, 6=176. 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.). May 17,2019 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 34_Heritage_at_Spring Truss V18 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131309 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-O8k2aiN8jRW0xd7Bojz?pbqjT7TP5J8hhnEIsYzFZod Scale = 1:40.4 1 2 3 44x8 8x8 4x8 2x4 10-7-5 10-7-5 10-7-8 0-0-3 5-3-12 5-3-12 10-7-8 5-3-12 0-0-46-2-60-0-414.00 12 Plate Offsets (X,Y)-- [1:0-6-10,Edge], [2:0-1-11,Edge], [3:0-4-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.45 0.29 0.15 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=222/10-7-2, 3=222/10-7-2, 4=362/10-7-2 Max Horz 1=143(LC 5) Max Uplift 1=-16(LC 7), 3=-10(LC 6), 4=-11(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V19 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131310 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-sKIQn2OmUletZniNMQUEMoNt7Xo6qncrwRzrO?zFZoc Scale = 1:33.1 1 2 3 42x4 3x4 2x4 2x4 0-0-3 0-0-3 8-4-2 8-3-14 4-2-1 4-2-1 8-4-2 4-2-1 0-0-44-10-60-0-414.00 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 0.52 0.32 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=196/8-3-11, 3=196/8-3-11, 4=239/8-3-11 Max Horz 1=-112(LC 4) Max Uplift 1=-37(LC 7), 3=-31(LC 6) Max Grav 1=196(LC 1), 3=196(LC 1), 4=244(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V20 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131311 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-sKIQn2OmUletZniNMQUEMoNxAXraqoKrwRzrO?zFZoc Scale = 1:24.8 1 2 3 42x4 3x4 2x4 2x4 6-0-7 6-0-7 6-0-11 0-0-3 3-0-5 3-0-5 6-0-11 3-0-5 0-0-43-6-60-0-414.00 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 0.26 0.16 0.03 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: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=139/6-0-4, 3=139/6-0-4, 4=170/6-0-4 Max Horz 1=-79(LC 4) Max Uplift 1=-26(LC 7), 3=-22(LC 6) Max Grav 1=139(LC 1), 3=139(LC 1), 4=173(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V21 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131312 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-KXso?OPOF2mkBxHZw80Tu0v9ZxDSZFr_95jPwRzFZob Scale = 1:13.8 1 2 3 4 2x4 3x4 2x4 2x4 3-9-4 3-9-4 1-10-10 1-10-10 3-9-4 1-10-10 0-0-42-2-60-0-414.00 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 0.09 0.06 0.01 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=82/3-9-4, 3=82/3-9-4, 4=100/3-9-4 Max Horz 1=-47(LC 4) Max Uplift 1=-16(LC 7), 3=-13(LC 6) Max Grav 1=82(LC 1), 3=82(LC 1), 4=103(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V22 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131313 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ojQACjQ00Mubo4smTrXiRDSB6LUDIfd8NlSyTtzFZoa Scale = 1:52.4 1 2 3 4 5 6 7 8 13 12 11 10 9 3x6 3x6 3x8 3x6 3x4 2x4 4x6 2x4 2x4 2x4 2x4 13-0-0 13-0-0 -1-0-0 1-0-0 5-3-5 5-3-5 7-8-11 2-5-6 13-0-0 5-3-5 14-0-0 1-0-0 2-7-68-7-78-9-42-7-68-7-714.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-2-4], [5:0-5-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.68 0.28 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7-8 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 13-0-0. (lb) - Max Horz 13=-233(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 11 except 13=-422(LC 4), 9=-131(LC 6), 12=-391(LC 5), 10=-101(LC 4) Max Grav All reactions 250 lb or less at joint(s) 9 except 13=404(LC 5), 11=317(LC 10), 12=401(LC 4), 10=298(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-240/266, 2-3=-242/286, 3-4=-105/297 WEBS 3-12=-205/296 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 13=422, 9=131, 12=391, 10=101. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss V23 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131314 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ojQACjQ00Mubo4smTrXiRDSD9LSIIiG8NlSyTtzFZoa Scale = 1:17.2 1 2 3 4 3x6 2x4 3x6 3x6 5-5-0 5-5-0 3-8-8 3-8-8 5-5-0 1-8-8 0-0-42-5-118.00 12 Plate Offsets (X,Y)-- [1:0-5-10,Edge], [2:0-2-0,0-0-3], [3:0-2-8,Edge], [4:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.55 0.40 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=198/5-4-10, 4=198/5-4-10 Max Horz 1=68(LC 5) Max Uplift 1=-7(LC 6), 4=-17(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 17,2019 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 34_Heritage_at_Spring Truss V24 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131315 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Gv_YP3Qeng0SQERy1Z2x_R?SzlrT17SHcPCW?JzFZoZ Scale = 1:38.9 1 2 3 4 5 9 8 7 63x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 18-0-4 17-11-14 9-0-2 9-0-2 18-0-4 9-0-2 0-0-46-0-10-0-48.00 12 Plate Offsets (X,Y)-- [1:0-5-10,Edge], [5:0-0-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.21 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-11-8. (lb) - Max Horz 1=-133(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-105(LC 6), 6=-105(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=410(LC 10), 6=410(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-307/153, 4-6=-307/152 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=105, 6=105. 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.). May 17,2019 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 34_Heritage_at_Spring Truss V25 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131316 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Gv_YP3Qeng0SQERy1Z2x_R?PelrG18GHcPCW?JzFZoZ Scale = 1:23.6 1 2 3 43x8 4x8 3x8 2x4 0-0-6 0-0-6 11-0-4 10-11-14 5-6-2 5-6-2 11-0-4 5-6-2 0-0-43-8-10-0-48.00 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-R 0.50 0.23 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=187/10-11-8, 3=187/10-11-8, 4=430/10-11-8 Max Horz 1=-78(LC 4) Max Uplift 1=-16(LC 6), 3=-21(LC 7), 4=-3(LC 6) Max Grav 1=188(LC 10), 3=188(LC 11), 4=430(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-266/67 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) 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.). May 17,2019 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 34_Heritage_at_Spring Truss V26 Truss Type Valley Qty 1 Ply 1 34 Heritage at Spring Job Reference (optional) I37131317 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 17 14:24:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-k6YxdPRHXz8I2O?8bGZAWeXgq8BRmcmQr3x3XmzFZoY Scale = 1:9.4 1 2 3 2x4 2x4 2x4 0-0-6 0-0-6 4-0-4 3-11-14 2-0-2 2-0-2 4-0-4 2-0-2 0-0-41-4-10-0-48.00 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 0.09 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=133/3-11-8, 3=133/3-11-8 Max Horz 1=26(LC 5) Max Uplift 1=-6(LC 6), 3=-6(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). May 17,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths