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HomeMy WebLinkAboutI45216403.13_Heritage_at_Spring_Mill16023 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). March 16,2021 Liu, Xuegang Pages or sheets covered by this seal: I45216403 thru I45216490 My license renewal date for the state of Indiana is July 31, 2022. 13_Heritage_at_Spring_Mill 13 Heritage at Spring Mill IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss GE01 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216403 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-xvnLJNkcPHidPDf6tuVXd9gy?OMwMTb_aXbY5hzaMtB Scale = 1:100.2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 38 39 40 41 42 43 5x12 5x10 MT18HS 3x6 3x6 10x16 MT18HS 3x8 MT18HS 2x4 2x4 3x6 3x6 5x6 3x6 3x6 5x12 3x6 5x12 5x10 MT18HS 3x6 3x6 3x8 5x10 MT18HS 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-7-45-7-4 11-0-05-4-12 15-7-104-7-9 21-2-05-6-7 29-3-08-1-0 37-3-158-1-0 43-10-06-6-0 50-6-86-8-8 -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)-- [5:0-6-0,0-1-8], [9:0-4-12,Edge], [12:0-3-8,Edge], [13:0-3-8,Edge], [14:0-2-8,0-1-8], [19:0-4-0,0-2-8], [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], [33:0-1-8,0-0-12] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.90 0.77 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.53 0.17 (loc) 19 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 277 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,5-19,8-19,8-17,9-17,9-15,12-13: 2x4 SPF No.2 2-24: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-3 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, 9-15 REACTIONS. (size)24=0-5-8, 13=Mechanical Max Horz 24=221(LC 9) Max Grav 24=2078(LC 1), 13=2008(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3306/35, 3-4=-3225/82, 4-5=-2899/129, 5-6=-2685/138, 6-8=-2687/140, 8-9=-2235/154, 9-10=-2225/147, 10-12=-2162/80, 2-24=-1992/77, 12-13=-1933/56 BOT CHORD 23-24=-156/514, 21-23=-23/2883, 20-21=-15/2820, 19-20=-24/2355, 15-17=0/1764, 14-15=0/1707 WEBS 6-19=-418/119, 4-20=-772/95, 5-20=-5/725, 5-19=-113/759, 17-19=0/2279, 8-19=-56/715, 8-17=-1051/187, 9-17=-95/902, 10-14=-484/62, 12-14=0/1693, 2-23=0/2387 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-10, Exterior(2R) 12-7-10 to 18-7-10, Interior(1) 18-7-10 to 34-3-15, Exterior(2R) 34-3-15 to 40-3-15, Interior(1) 40-3-15 to 47-4-12, Exterior(2E) 47-4-12 to 50-4-12 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 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) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss GE02 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216404 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-P5LjWikEAaqU1MEIRb0mANDIeotj54o8pBK5d7zaMtA Scale = 1:58.8 1 2 3 4 56 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 3x4 4x6 4x6 3x4 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-5-1119-5-11 7-6-2 7-6-2 12-5-13 4-11-11 19-5-11 6-11-14 20-5-11 1-0-0 0-11-129-8-141-7-09-8-1414.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-1-12], [5:0-4-8,0-1-12], [6:0-1-4,0-0-0], [9:0-2-11,Edge], [24:0-2-3,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.10 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -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: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 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.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-20, 6-21, 8-19 REACTIONS.All bearings 19-5-11. (lb) - Max Horz 26=-198(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 15, 20, 21, 22, 23, 18, 17 except 26=-170(LC 8), 25=-159(LC 10), 16=-166(LC 11) Max Grav All reactions 250 lb or less at joint(s) 26, 15, 20, 21, 22, 23, 25, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 4-6-2, Corner(3R) 4-6-2 to 15-8-15, Exterior(2N) 15-8-15 to 17-5-11, Corner(3E) 17-5-11 to 20-5-11 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 2-0-0 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, 20, 21, 22, 23, 18, 17 except (jt=lb) 26=170, 25=159, 16=166. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss GE03 Truss Type GABLE l l Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216405 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-LUTUxOmUiC5CGgOhY02EFoITacMEZoYQGVpCi0zaMt8 Scale = 1:102.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 38 39 40 41 42 43 5x12 6x8 4x6 5x8 3x6 3x8 MT18HS 5x6 4x6 3x8 MT18HS 3x6 10x10 5x8 3x12 6x10 4x8 3x8 3x6 2x4 8x8 10x16 MT18HS 3x8 MT18HS 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-0-011-0-0 15-7-104-7-9 21-2-05-6-6 29-4-118-2-11 37-7-78-2-11 45-9-38-1-12 53-11-88-2-5 -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 5-6-6 29-4-11 8-2-11 37-7-7 8-2-11 45-9-3 8-1-12 53-11-8 8-2-5 0-11-06-5-09-6-111-6-10-7-62-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-8], [2:0-2-12,0-1-6], [5:0-4-0,0-1-9], [9:0-5-0,0-2-12], [12:0-0-7,Edge], [12:0-7-12,0-0-6], [12:0-0-4,0-0-3], [17:0-3-8,0-1-8], [19:0-6-12,0-4-8], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.94 0.86 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.55 0.25 (loc) 19-20 21-23 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 297 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-23,16-18,12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-21,3-23: 2x4 SPF-S Stud, 6-20,8-19,8-17,8-15,9-15: 2x4 SPF No.2 2-23: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-1 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-20, 8-17, 8-15, 11-15, 3-23 REACTIONS. (size)12=0-3-8, 23=0-5-8 Max Horz 23=198(LC 9) Max Grav 12=2142(LC 1), 23=2218(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/0, 3-4=-3480/66, 4-5=-3165/127, 5-6=-2596/139, 6-8=-3075/131, 8-9=-2200/165, 9-11=-2792/136, 11-12=-3364/58, 2-23=-633/34 BOT CHORD 21-23=-0/3019, 20-21=0/3048, 19-20=0/3081, 6-19=0/449, 15-17=0/2597, 13-15=0/2634, 12-13=0/2634 WEBS 4-21=0/256, 4-20=-764/76, 5-20=0/1413, 6-20=-1033/91, 17-19=0/2596, 8-19=-48/744, 8-17=-513/89, 8-15=-817/132, 9-15=0/988, 11-15=-556/148, 11-13=0/355, 3-23=-2706/150 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-10, Exterior(2R) 12-7-10 to 18-7-10, Interior(1) 18-7-10 to 34-7-7, Exterior(2R) 34-7-7 to 40-7-7, Interior(1) 40-7-7 to 50-9-12, Exterior(2E) 50-9-12 to 53-9-12 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 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) The Fabrication Tolerance at joint 12 = 16% 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss GE03 Truss Type GABLE l l Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216405 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:21 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-LUTUxOmUiC5CGgOhY02EFoITacMEZoYQGVpCi0zaMt8 NOTES-(11-12) 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.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss GE04 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216406 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-qg1s8kn6TVD3uqzt6jZTn?rni0tTIR4aV9ZmESzaMt7 Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 30 29 28 2726 25 24 23 22 21 20 19 18 17 3x4 3x6 3x6 3x4 3x6 3x6 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-11-022-11-0 -1-0-0 1-0-0 8-6-14 8-6-14 14-4-2 5-9-5 22-11-0 8-6-14 23-11-0 1-0-0 1-7-011-7-01-7-011-7-014.00 12 Plate Offsets (X,Y)-- [7:0-2-11,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.16 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.01 (loc) 16 16 17 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 151 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 *Except* 10-22,9-23,8-24,6-25: 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.): 7-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-22, 9-23, 8-24, 6-25, 5-27, 11-21 REACTIONS.All bearings 22-11-0. (lb) - Max Horz 30=-247(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 27, 28, 21, 20, 19 except 30=-115(LC 6), 17=-484(LC 9), 29=-181(LC 10), 18=-444(LC 6) Max Grav All reactions 250 lb or less at joint(s) 30, 22, 23, 24, 25, 27, 28, 21, 20, 19 except 17=554(LC 6), 29=262(LC 17), 18=484(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-263/322, 10-11=-263/323, 14-15=-287/264, 15-17=-284/245 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 5-6-14, Corner(3R) 5-6-14 to 17-4-2, Exterior(2N) 17-4-2 to 20-11-0, Corner(3E) 20-11-0 to 23-11-0 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 2-0-0 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) 23, 24, 27, 28, 21, 20, 19 except (jt=lb) 30=115, 17=484, 29=181, 18=444. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J01 Truss Type Jack-Open Qty 3 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216407 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ItbEM4okEpLwW_Y4gR4jKDN_vPEF1wejkpIJmuzaMt6 Scale = 1:24.4 1 2 5 3 4 3x4 3x6 2-3-02-3-0 -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)-- [2:0-3-0,0-1-4] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.03 (loc) 4-5 4-5 3 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 2-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=86(LC 10) Max Uplift 3=-71(LC 10), 4=-19(LC 10) Max Grav 5=167(LC 1), 3=65(LC 17), 4=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J02 Truss Type Jack-Open Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216408 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-m39cZQoN?7Tn787GE8cysQw8npaxmNutyT2sJLzaMt5 Scale = 1:15.0 1 2 4 6 3 5 3x6 3x4 1-4-61-3-12 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)5=Mechanical, 3=Mechanical, 6=0-5-12 Max Horz 6=46(LC 7) Max Uplift 5=-13(LC 7), 3=-67(LC 1), 6=-11(LC 10) Max Grav 5=24(LC 8), 3=6(LC 6), 6=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-266/174 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J03 Truss Type Jack-Open Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216409 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-EFi_nmp?mQbelHiSns7BPeTJXDwAVp80B7nQrnzaMt4 Scale = 1:15.0 1 2 4 6 3 5 3x6 3x4 1-4-61-3-12 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)5=Mechanical, 3=Mechanical, 6=0-5-12 Max Horz 6=46(LC 7) Max Uplift 5=-13(LC 7), 3=-67(LC 1), 6=-11(LC 10) Max Grav 5=24(LC 8), 3=6(LC 6), 6=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-266/174 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J04 Truss Type Jack-Open Qty 8 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216410 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-EFi_nmp?mQbelHiSns7BPeTIKDvcVp80B7nQrnzaMt4 Scale = 1:37.4 1 4 2 33x4 3x8 4-6-04-6-0 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.38 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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=116(LC 17), 1=201(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 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-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 2. 5) Non Standard bearing condition. Review required. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J05 Truss Type Jack-Open Qty 10 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216411 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-iSGM_6qdXkjVNRHeLZeQyr?RBdDVEGOAQnXzNDzaMt3 Scale = 1:37.4 1 2 5 3 45x10 MT18HS 3x6 4-6-04-6-0 -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)-- [2:0-3-0,0-1-4] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 -0.12 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 16 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 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. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=160(LC 10) Max Uplift 3=-126(LC 10), 4=-10(LC 10) Max Grav 5=248(LC 1), 3=143(LC 17), 4=85(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) All plates are MT20 plates unless otherwise indicated. 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) 4 except (jt=lb) 3=126. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J06 Truss Type Jack-Open Qty 4 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216412 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-iSGM_6qdXkjVNRHeLZeQyr?SYdE1EGOAQnXzNDzaMt3 Scale = 1:37.4 1 4 2 33x8 MT18HS 3x4 4-9-04-9-0 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.41 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 -0.09 (loc) 3-4 3-4 2 l/defl >999 >911 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 15 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 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. (size)4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=140(LC 10) Max Uplift 2=-126(LC 10), 3=-3(LC 10) Max Grav 4=190(LC 19), 2=153(LC 17), 3=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) All plates are MT20 plates unless otherwise indicated. 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) 3 except (jt=lb) 2=126. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J07 Truss Type Jack-Open Qty 2 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216413 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-AeqlCSrFI2rM_brrvH9fU3Yfj1a4zjeJfRGXvfzaMt2 Scale = 1:25.1 1 2 5 3 4 3x4 3x6 2-4-82-4-8 -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)-- [2:0-3-0,0-1-4] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.03 (loc) 4-5 4-5 3 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 2-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=90(LC 10) Max Uplift 3=-74(LC 10), 4=-19(LC 10) Max Grav 5=171(LC 1), 3=70(LC 17), 4=43(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J08 Truss Type Jack-Closed Qty 14 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216414 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-eqO7Pnrt3LzDclQ1T_gu1G5kNQtci93St504S6zaMt1 Scale = 1:50.6 1 2 3 5 4 3x4 5x6 3x4 3x4 6-2-86-2-8 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.37 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 -0.00 (loc) 4-5 4-5 4 l/defl >946 >473 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. (size)5=0-3-8, 4=Mechanical Max Horz 5=239(LC 7) Max Uplift 5=-15(LC 6), 4=-134(LC 7) Max Grav 5=360(LC 18), 4=306(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-300/59 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 except (jt=lb) 4=134. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J09 Truss Type Jack-Closed Qty 6 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216415 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-eqO7Pnrt3LzDclQ1T_gu1G5kSQtci9BSt504S6zaMt1 Scale = 1:50.6 1 2 4 3 3x4 5x6 3x4 3x4 6-2-86-2-8 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.64 0.37 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 -0.00 (loc) 3-4 3-4 3 l/defl >946 >473 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 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* 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. (size)4=Mechanical, 3=Mechanical Max Horz 4=224(LC 7) Max Uplift 4=-23(LC 6), 3=-132(LC 7) Max Grav 4=309(LC 18), 3=311(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 4 except (jt=lb) 3=132. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J10 Truss Type Jack-Open Qty 2 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216416 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-61yVc7sVqf54Ev?D0hB7ZUd16qIcRd7c6lld_YzaMt0 Scale = 1:15.1 1 2 5 3 43x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=45(LC 10) Max Uplift 3=-30(LC 10) Max Grav 5=161(LC 1), 3=45(LC 17), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J11 Truss Type Jack-Open Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216417 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-61yVc7sVqf54Ev?D0hB7ZUd?WqH6Rd7c6lld_YzaMt0 Scale = 1:15.0 1 2 4 6 3 5 3x6 3x4 1-4-61-3-12 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)5=Mechanical, 3=Mechanical, 6=0-5-12 Max Horz 6=46(LC 7) Max Uplift 5=-13(LC 7), 3=-68(LC 1), 6=-11(LC 10) Max Grav 5=24(LC 8), 3=6(LC 6), 6=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-267/175 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J12 Truss Type Jack-Open Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216418 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-bDWtqTt7bzDwr3aQaPiM6hAAuEdWA4NlLPVBW_zaMt? Scale = 1:14.9 1 2 4 6 3 53x4 3x6 1-7-01-5-11 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)6=0-7-1, 5=Mechanical, 3=Mechanical Max Horz 6=44(LC 7) Max Uplift 6=-6(LC 10), 5=-7(LC 10), 3=-26(LC 1) Max Grav 6=248(LC 1), 5=26(LC 3), 3=9(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) 6, 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J13 Truss Type Jack-Open Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216419 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-3P4F1pumLGLnTC9c86EbfvjLbezjvXdvZ2Ek2RzaMt_ Scale = 1:14.9 1 2 5 3 43x4 3x6 1-7-01-5-11 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)5=0-7-1, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-7(LC 10), 3=-21(LC 1), 4=-7(LC 7) Max Grav 5=247(LC 1), 3=8(LC 6), 4=26(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J14 Truss Type Jack-Open Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216420 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-3P4F1pumLGLnTC9c86EbfvjLyezYvXdvZ2Ek2RzaMt_ Scale = 1:15.0 1 2 5 3 4 3x6 3x4 1-4-61-3-12 -2-0-3 2-0-3 1-4-6 1-4-6 1-7-02-4-81-11-92-4-86.95 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-12 Max Horz 5=46(LC 7) Max Uplift 3=-59(LC 1), 4=-13(LC 7), 5=-12(LC 10) Max Grav 3=4(LC 6), 4=24(LC 8), 5=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/170 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J15 Truss Type Jack-Open Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216421 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-XbeeF9uO6aTe5MkoiqlqB6FWi2Jne_t2oi_IatzaMsz Scale = 1:15.0 1 2 5 3 4 3x6 3x4 1-4-61-3-12 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-12 Max Horz 5=46(LC 7) Max Uplift 3=-59(LC 1), 4=-13(LC 7), 5=-12(LC 10) Max Grav 3=4(LC 6), 4=24(LC 8), 5=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/170 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J16 Truss Type Jack-Open Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216422 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-?oB0SVv0tubViWJ?FXG3kKohRRf0NR7B1Mjr6JzaMsy Scale = 1:15.0 1 2 5 3 4 3x6 3x4 1-4-61-3-12 -2-0-3 2-0-3 1-4-6 1-4-6 1-7-02-4-81-11-92-4-86.95 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-12 Max Horz 5=46(LC 7) Max Uplift 3=-59(LC 1), 4=-13(LC 7), 5=-12(LC 10) Max Grav 3=4(LC 6), 4=24(LC 8), 5=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/170 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J17 Truss Type Jack-Open Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216423 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-T_lOgrweeBjMKguBpFnIGXKurr?E6uvLG0TOelzaMsx Scale = 1:15.1 1 2 5 4 3 3x4 3x4 3x4 2-0-02-0-0 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 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. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=45(LC 10) Max Uplift 3=-19(LC 10), 4=-10(LC 10) Max Grav 5=161(LC 1), 3=39(LC 17), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss J24 Truss Type Half Hip Girder Qty 2 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216424 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-xAJmtBxGPVsDyqTNNyIXplt3DFLLrKYUUgCyACzaMsw Scale = 1:15.1 1 2 3 7 6 4 5 4x6 3x4 3x4 3x6 0-8-90-8-9 2-3-01-6-7 -1-0-0 1-0-0 0-8-9 0-8-9 2-3-0 1-6-7 1-7-02-5-00-3-82-1-82-5-014.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.04 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=47(LC 5) Max Uplift 4=-12(LC 4), 7=-15(LC 8), 5=-23(LC 16) Max Grav 4=44(LC 1), 7=135(LC 1), 5=33(LC 35) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) 4, 7, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 15 lb down and 128 lb up at 0-8-9 on top chord, and 15 lb down and 18 lb up at 0-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=43(F) 6=5(F) March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss PB01 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216425 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-tZRXIsyWx66xB8cmUNL?uAyL73?DJDiny_h2F4zaMsu Scale = 1:44.2 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 9 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-11-1321-11-13 9-11-12 9-11-12 12-0-1 2-0-4 21-11-13 9-11-12 6-7-140-1-40-1-86-6-68.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-0-2], [6:0-3-12,0-2-0], [8:0-1-15,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.14 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 66 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.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-11-13. (lb) - Max Horz 1=-117(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 10, 8 except 1=-126(LC 17), 9=-335(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 11 except 2=280(LC 23), 12=308(LC 23), 14=311(LC 17), 10=397(LC 18), 8=623(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-10=-298/153 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 6-11-12, Corner(3R) 6-11-12 to 15-0-1, Exterior(2N) 15-0-1 to 18-8-8, Corner(3E) 18-8-8 to 21-8-8 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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14, 10, 8 except (jt=lb) 1=126, 9=335. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss PB02 Truss Type GABLE Qty 9 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216426 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Ml?vVCz9iQEopHBy24sERNVZUSMB2f7xAeRcnXzaMst Scale = 1:50.3 2 3 4 5 6 7 8 15 14 13 12 11 10 1 9 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-11-1321-11-13 10-11-15 10-11-15 21-11-13 10-11-15 7-3-150-1-40-1-88.00 12 Plate Offsets (X,Y)-- [13:0-2-0,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.09 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-11-13. (lb) - Max Horz 1=128(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 14, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8 except 12=258(LC 1), 14=340(LC 23), 15=278(LC 17), 11=340(LC 24), 10=277(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-258/122, 6-11=-258/122 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 2-11-15, Exterior(2N) 2-11-15 to 7-11-15, Corner(3R) 7-11-15 to 13-11-15, Exterior(2N) 13-11-15 to 18-8-8, Corner(3E) 18-8-8 to 21-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 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 100 lb uplift at joint(s) 1, 9, 14, 15, 11, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss PB03 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216427 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-I86fwu?PE1UW2bLLAVuiWoavzG1eWa1DeywjsPzaMsr Scale = 1:43.5 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 17 10 3x6 3x4 4x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-11-1321-11-13 10-6-13 10-6-13 11-5-1 0-10-4 21-11-13 10-6-13 7-0-80-1-40-1-86-11-08.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-0-2], [6:0-3-12,0-2-0], [14:0-1-4,0-0-0], [15:0-0-0,0-1-12], [15:0-3-0,0-1-4] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.09 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 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.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-11-13. (lb) - Max Horz 1=-123(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 14, 16, 12, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 2, 13, 9 except 14=328(LC 23), 16=290(LC 17), 12=342(LC 18), 11=272(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-12=-259/132 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-5-1, Exterior(2N) 3-5-1 to 7-5-1, Corner(3R) 7-5-1 to 14-5-1, Exterior(2N) 14-5-1 to 18-8-8, Corner(3E) 18-8-8 to 21-8-8 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) Gable studs spaced at 4-0-0 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) 1, 2, 14, 16, 12, 11, 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss PB04 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216428 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-mKg18E?1?LcNglwXjDPx3074lgNuF2INtcfGOrzaMsq Scale = 1:37.0 2 3 4 5 6 7 8 9 16 1514 13 12 11 1 17 10 5x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-11-1321-11-13 7-0-12 7-0-12 14-11-1 7-10-5 21-11-13 7-0-12 4-8-80-1-40-1-84-7-08.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-0-13], [5:0-3-8,0-1-12], [5:0-0-0,0-1-12], [7:0-3-12,0-2-0], [14:0-2-14,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.09 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 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 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.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-11-13. (lb) - Max Horz 1=-82(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 13, 16, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 2, 9 except 12=306(LC 1), 13=327(LC 23), 15=307(LC 23), 16=288(LC 17), 11=288(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 4-0-12, Corner(3R) 4-0-12 to 10-0-12, Exterior(2N) 10-0-12 to 11-11-1, Corner(3R) 11-11-1 to 17-11-1, Exterior(2N) 17-11-1 to 18-8-8, Corner(3E) 18-8-8 to 21-8-8 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) Gable studs spaced at 4-0-0 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) 1, 10, 13, 16, 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss PB05 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216429 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ijooZw1HXys4v34wreRP8RCQFT3MjxqgKw8NSkzaMso Scale = 1:37.6 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 17 10 6x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-9-621-9-6 6-11-14 6-11-14 14-9-8 7-9-10 21-9-6 6-11-14 4-7-150-1-40-1-84-6-78.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-0-13], [5:0-3-8,0-1-12], [5:0-0-0,0-1-12], [7:0-3-12,0-2-0], [14:0-1-15,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.09 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 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 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.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-9-6. (lb) - Max Horz 1=-81(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 13, 16, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 2, 9 except 12=306(LC 1), 13=327(LC 23), 15=307(LC 23), 16=287(LC 17), 11=287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 3-11-14, Corner(3R) 3-11-14 to 9-11-14, Exterior(2N) 9-11-14 to 11-9-8, Corner(3R) 11-9-8 to 17-9-8, Exterior(2N) 17-9-8 to 18-6-1, Corner(3E) 18-6-1 to 21-6-1 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) Gable studs spaced at 4-0-0 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) 1, 10, 13, 16, 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss PB06 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216430 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-AvMAmG2vIG_xXCf6PLzegela4tOVSP4pZauw?AzaMsn Scale = 1:38.4 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x6 3x6 3x6 2x4 4x6 2x4 2x4 2x4 2x4 3x4 2x4 2x4 21-8-621-8-6 3-6-13 3-6-13 18-1-9 14-6-13 21-8-6 3-6-12 -0-0-42-4-42-4-80-1-00-1-82-3-08.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2], [7:0-3-12,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.16 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 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 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 10-0-0 oc bracing. REACTIONS.All bearings 21-8-6. (lb) - Max Horz 1=-40(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 10, 11, 12, 8, 14 except 1=-242(LC 17) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 10 except 2=533(LC 23), 11=334(LC 23), 12=314(LC 24), 8=276(LC 1), 14=330(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-250/69 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-11 to 3-6-13, Corner(3R) 3-6-13 to 6-6-13, Exterior(2N) 6-6-13 to 15-1-9, Corner(3R) 15-1-9 to 18-1-9, Corner(3E) 18-1-9 to 21-4-11 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) Gable studs spaced at 4-0-0 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) 9, 2, 10, 11, 12, 8, 14 except (jt=lb) 1=242. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss PB07 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216431 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-7IUwBx3AptEfmWoUWm?6m3qwbh3pwJb60uN133zaMsl Scale = 1:36.1 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x6 3x6 3x6 2x4 4x6 2x4 2x4 2x4 2x4 3x4 2x4 2x4 21-9-621-9-6 3-5-14 3-5-14 18-3-8 14-9-9 21-9-6 3-5-14 2-3-150-1-40-1-82-2-78.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2], [7:0-3-12,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.17 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 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 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 10-0-0 oc bracing. REACTIONS.All bearings 21-9-6. (lb) - Max Horz 1=-39(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 10, 11, 12, 8, 14 except 1=-226(LC 3) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 10 except 2=524(LC 23), 11=334(LC 23), 12=312(LC 24), 8=270(LC 1), 14=337(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/79 WEBS 6-11=-250/69 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-5-14, Corner(3R) 3-5-14 to 6-3-8, Exterior(2N) 6-3-8 to 15-3-8, Corner(3R) 15-3-8 to 18-3-8, Corner(3E) 18-3-8 to 21-6-1 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) Gable studs spaced at 4-0-0 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) 9, 2, 10, 11, 12, 8, 14 except (jt=lb) 1=226. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss PB08 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216432 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-bU2JOH4oaBMWOgNh4TWLIHN865R3fmVFFY6acVzaMsk Scale: 3/4"=1' 2 3 4 5 7 1 6 3x4 3x4 3x4 2x4 5x6 5-0-115-0-11 1-11-2 1-11-2 3-1-9 1-2-7 5-0-11 1-11-2 2-3-00-1-40-1-82-1-814.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge], [4:0-4-8,0-1-12] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 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: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-0-11. (lb) - Max Horz 1=-40(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2, 5, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-7 to 1-11-2, Corner(3R) 1-11-2 to 3-1-9, Corner(3E) 3-1-9 to 4-10-5 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) Gable studs spaced at 4-0-0 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) 1, 6, 2, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss PB11 Truss Type GABLE Qty 12 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216433 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-3gbhcd5QLVUN0qyteB1arUwJSUnTODfPUCs88yzaMsj Scale = 1:21.1 2 3 4 6 1 5 4x6 3x4 3x4 2x4 5-0-115-0-11 2-6-6 2-6-6 5-0-11 2-6-6 2-11-70-1-40-1-814.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% 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.All bearings 5-0-11. (lb) - Max Horz 1=-51(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 4 except 1=-122(LC 17), 2=-118(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 6 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 1=122, 2=118. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T01 Truss Type Half Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216434 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-3gbhcd5QLVUN0qyteB1arUwI7UnXODWPUCs88yzaMsj Scale = 1:22.0 1 2 3 4 6 5 5x6 3x4 3x4 3x6 1-10-51-10-5 2-3-00-4-11 -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)-- [3:0-0-0,0-1-12], [3:0-4-7,Edge], [4:0-1-4,0-0-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)5=Mechanical, 6=0-3-8 Max Horz 6=104(LC 7) Max Uplift 5=-75(LC 7), 6=-15(LC 6) Max Grav 5=96(LC 17), 6=184(LC 18) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T02 Truss Type Half Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216435 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Xt93pz626ocEd_X3BuYpNiSTtu7m7gmYisbhgOzaMsi Scale = 1:22.0 1 2 3 4 6 5 5x6 3x4 3x4 3x6 1-10-51-10-5 2-3-00-4-11 -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)-- [3:0-0-0,0-1-12], [3:0-4-7,Edge], [4:0-1-4,0-0-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)5=Mechanical, 6=0-3-8 Max Horz 6=104(LC 7) Max Uplift 5=-75(LC 7), 6=-15(LC 6) Max Grav 5=96(LC 17), 6=184(LC 18) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T03 Truss Type Half Hip Qty 2 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216436 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-?3jR1J6gt6k5F76Glc32wv?dcITvs70ixWLECqzaMsh Scale = 1:22.0 1 2 3 4 7 6 5 4x6 3x4 3x4 3x4 3x6 3x4 1-10-51-10-5 2-4-80-6-3 -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], [4:Edge,0-2-8], [5: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.04 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 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. (size)7=0-3-8, 5=Mechanical Max Horz 7=104(LC 7) Max Uplift 7=-13(LC 6), 5=-70(LC 7) Max Grav 7=183(LC 18), 5=98(LC 17) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T04 Truss Type Half Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216437 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-?3jR1J6gt6k5F76Glc32wv?aDIRSs66ixWLECqzaMsh Scale = 1:23.6 1 2 3 4 7 6 5 4x6 3x4 3x4 3x4 3x4 3x6 1-10-51-10-5 6-2-84-4-3 -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], [4: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.13 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -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. (size)5=Mechanical, 7=0-3-8 Max Horz 7=109(LC 7) Max Uplift 5=-38(LC 7) Max Grav 5=232(LC 1), 7=314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-311/24 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 1-10-5, Exterior(2R) 1-10-5 to 3-1-4, Exterior(2E) 3-1-4 to 6-1-4 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. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T05 Truss Type Half Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216438 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-TFHpEf7IeQtytHhSJJbHT7YlyioUbZsrAA4olGzaMsg Scale = 1:31.6 1 2 3 4 7 6 5 4x6 3x4 3x4 3x4 3x4 3x6 3-0-03-0-0 6-2-83-2-8 -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], [4: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.08 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)5=Mechanical, 7=0-3-8 Max Horz 7=145(LC 7) Max Uplift 5=-58(LC 7) Max Grav 5=232(LC 1), 7=314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-290/37 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 3-0-0, Exterior(2E) 3-0-0 to 6-1-4 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. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T06 Truss Type Half Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216439 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-xSrCR?8xPj?pURGet16W?K4sK68AK_j_PqqLHjzaMsf Scale = 1:39.1 1 2 3 4 7 6 5 3x4 3x4 3x4 3x4 4x6 3x6 4-1-114-1-11 6-2-82-0-13 -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], [4: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.52 0.11 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -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. (size)5=Mechanical, 7=0-3-8 Max Horz 7=181(LC 7) Max Uplift 5=-83(LC 7) Max Grav 5=232(LC 17), 7=314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-279/44 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 4-1-11, Exterior(2E) 4-1-11 to 6-1-4 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. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T07 Truss Type Half Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216440 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-xSrCR?8xPj?pURGet16W?K4oM69xKyn_PqqLHjzaMsf Scale = 1:46.8 1 2 3 4 7 6 5 6x6 3x4 3x4 3x4 3x4 3x6 3-1-43-1-4 6-2-83-1-4 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.77 0.06 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)5=Mechanical, 7=0-3-8 Max Horz 7=217(LC 7) Max Uplift 5=-114(LC 7) Max Grav 5=273(LC 17), 7=338(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-316/37 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 5-3-7, Exterior(2E) 5-3-7 to 6-0-12 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 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) 5=114. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T08 Truss Type Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216441 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-uqzysgABxLFXklQ1_R8_4l980vdGom3Hs8JSLbzaMsd Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 3x6 5x10 MT18HS 4x6 3x6 4x6 3x6 3x6 3x8 3x8 4x6 3x6 4x6 3x8 3x6 3x8 5x10 MT18HS 6x8 7x16 MT18HS 3x8 MT18HS 3x8 MT18HS 5x8 7-11-77-11-7 15-8-67-8-15 26-5-1310-9-6 37-3-310-9-6 43-9-106-6-6 50-6-86-8-15 -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)-- [2:0-2-12,0-2-0], [5:0-6-8,0-1-12], [9:0-1-14,Edge], [12:0-3-8,Edge], [13:0-3-8,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.83 0.84 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.55 0.11 (loc) 17-19 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 260 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SP 2400F 2.0E, 5-7,7-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-16,16-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-21,3-19,10-15,10-14,12-14,2-21: 2x3 SPF No.2, 2-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-7 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 6-17, 8-15 REACTIONS. (size)22=0-3-8, 13=Mechanical Max Horz 22=231(LC 9) Max Grav 22=2081(LC 1), 13=2006(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2785/0, 3-5=-2479/0, 5-6=-1966/40, 6-8=-2291/0, 8-9=-1779/50, 9-10=-2231/0, 10-12=-2159/0, 12-13=-1926/0, 2-22=-1989/4 BOT CHORD 21-22=-190/638, 19-21=-47/2203, 17-19=-32/2282, 15-17=-2/2223, 14-15=0/1706 WEBS 3-19=-360/145, 5-19=0/855, 6-19=-719/156, 8-17=0/318, 8-15=-910/132, 9-15=0/773, 10-15=-104/252, 10-14=-495/26, 12-14=0/1686, 2-21=0/1690 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-5-7, Exterior(2R) 11-5-7 to 19-11-5, Interior(1) 19-11-5 to 33-0-4, Exterior(2R) 33-0-4 to 41-6-2, Interior(1) 41-6-2 to 47-4-12, Exterior(2E) 47-4-12 to 50-4-12 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 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) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216442 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-M1WK40ApieNNLv_DY9fDdziIlJzLXDyR5n2?u2zaMsc Scale = 1:92.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 3x6 5x8 4x6 5x8 6x8 4x6 3x6 3x6 3x8 3x8 4x6 3x6 4x6 3x8 3x6 3x8 3x8 MT18HS 8x10 3x8 MT18HS 3x8 MT18HS 7-11-17-11-1 15-7-107-8-9 26-7-810-11-15 37-7-710-11-15 43-11-126-4-5 50-6-86-6-13 -1-0-0 1-0-0 7-11-1 7-11-1 15-7-10 7-8-9 22-11-9 7-3-15 30-3-8 7-3-15 37-7-7 7-3-15 43-11-12 6-4-5 50-6-8 6-6-13 1-1-011-6-12-10-1111-6-18.00 12 Plate Offsets (X,Y)-- [2:0-4-4,Edge], [5:0-5-4,0-2-8], [9:0-4-0,0-1-9], [11:0-3-8,Edge], [13:0-2-8,0-1-8], [20:0-2-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.89 0.85 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.59 0.11 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 259 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-15,15-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-20,4-18,10-14,10-13,11-13,2-20: 2x3 SPF No.2 11-12: 2x4 SPF-S Stud, 2-21: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 6-16, 8-14, 11-12 REACTIONS. (size)21=0-3-8, 12=Mechanical Max Horz 21=234(LC 7) Max Grav 21=2081(LC 1), 12=2006(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2788/0, 4-5=-2479/0, 5-6=-1952/42, 6-8=-2259/0, 8-9=-1736/53, 9-10=-2196/0, 10-11=-2085/0, 11-12=-1928/0, 2-21=-1989/3 BOT CHORD 20-21=-192/620, 18-20=-54/2209, 16-18=-41/2253, 14-16=-11/2188, 13-14=0/1648 WEBS 4-18=-376/146, 5-18=0/840, 6-18=-688/161, 8-16=0/331, 8-14=-911/133, 9-14=0/753, 10-14=-100/273, 10-13=-549/21, 11-13=0/1672, 2-20=0/1717 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-4-11, Exterior(2R) 11-4-11 to 19-10-8, Interior(1) 19-10-8 to 33-4-8, Exterior(2R) 33-4-8 to 41-10-6, Interior(1) 41-10-6 to 47-4-12, Exterior(2E) 47-4-12 to 50-4-12 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 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) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T10 Truss Type Piggyback Base Qty 3 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216443 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-IPe5ViC3EGd5bC8cfahhiOnjR7gN?31kY5Y6ywzaMsa Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 5x12 6x6 4x6 8x8 6x8 3x8 MT18HS 5x6 4x6 3x6 3x6 4x8 5x8 4x8 6x10 4x8 3x8 3x6 3x8 5x10 MT18HS 10x10 11-0-011-0-0 15-7-104-7-9 21-2-05-6-6 29-4-128-2-11 37-7-78-2-11 44-0-46-4-13 50-7-86-7-4 -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 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-0-4 6-4-13 50-7-8 6-7-4 0-11-06-5-09-6-111-6-12-10-02-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-2-12,0-1-6], [5:0-3-0,0-2-3], [9:0-5-5,0-3-4], [11:0-3-8,Edge], [12:0-3-8,Edge], [13:0-2-8,0-1-8], [16:0-3-8,0-2-0], [18:0-7-0,0-4-0], [20:0-2-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.81 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.52 0.20 (loc) 20-22 20-22 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 270 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,8-18,8-16,8-14,9-14,11-12: 2x4 SPF No.2, 2-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-1 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, 8-16, 8-14, 3-22 REACTIONS. (size)12=0-3-8, 22=0-5-8 Max Horz 22=222(LC 9) Max Grav 12=2009(LC 1), 22=2085(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-925/0, 3-4=-3219/67, 4-5=-2896/128, 5-6=-2370/140, 6-8=-2762/131, 8-9=-1764/162, 9-10=-2205/145, 10-11=-2113/80, 11-12=-1936/54, 2-22=-616/34 BOT CHORD 20-22=-54/2811, 19-20=-10/2814, 18-19=-27/2768, 6-18=0/343, 14-16=0/2250, 13-14=0/1669 WEBS 4-20=0/270, 4-19=-749/77, 5-19=0/1265, 6-19=-874/100, 16-18=-11/2245, 8-18=-49/785, 8-16=-424/105, 8-14=-930/105, 9-14=0/735, 10-14=-109/253, 10-13=-516/61, 11-13=0/1681, 3-22=-2492/150 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-10, Exterior(2R) 12-7-10 to 18-7-10, Interior(1) 18-7-10 to 34-7-7, Exterior(2R) 34-7-7 to 40-7-7, Interior(1) 40-7-7 to 47-5-12, Exterior(2E) 47-5-12 to 50-5-12 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 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216444 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-mcCTi2Dh?ZlyCMjoDHDwFbKp7W0BkZvtnlHgUMzaMsZ Scale = 1:94.9 12 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 3x6 6x8 4x6 6x18 MT18HS 3x6 12x12 3x6 3x6 4x6 5x12 4x6 4x8 4x6 4x6 3x8 3x6 2x4 4x8 3x6 3x6 2x4 7-11-17-11-1 15-7-107-8-9 17-5-121-10-2 22-10-125-5-0 30-1-137-3-2 37-4-157-3-2 45-6-128-1-12 53-11-88-4-12 -1-0-0 1-0-0 7-11-1 7-11-1 15-7-10 7-8-9 17-5-12 1-10-2 22-10-12 5-5-0 30-1-13 7-3-2 37-4-15 7-3-2 45-6-12 8-1-12 53-11-8 8-4-12 1-1-011-6-10-5-1111-6-18.00 12 Plate Offsets (X,Y)-- [5:0-5-5,0-3-4], [10:1-3-5,0-3-4], [13:0-0-0,0-0-4], [21:0-5-12,0-3-0], [22:0-2-8,0-1-8], [23:Edge,0-3-8], [23:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.88 0.78 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.31 0.06 (loc) 13-14 13-14 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 295 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8,8-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,4-21,12-16,12-14,2-22: 2x3 SPF No.2, 2-23: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,20-21. WEBS 1 Row at midpt 4-21, 5-21, 9-17, 12-16, 6-20 2 Rows at 1/3 pts 7-20 REACTIONS. (size)23=0-5-8, 20=0-3-8, 13=0-3-8 Max Horz 23=-212(LC 8) Max Uplift 23=-63(LC 10), 13=-9(LC 11) Max Grav 23=541(LC 23), 20=2576(LC 1), 13=1316(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-454/145, 4-5=0/462, 5-6=0/339, 6-7=0/431, 7-9=-815/99, 9-10=-1002/126, 10-12=-1339/92, 12-13=-1965/38, 2-23=-467/107 BOT CHORD 22-23=-186/503, 21-22=-116/346, 20-21=-424/150, 19-20=-86/288, 17-19=-86/288, 16-17=-18/815, 14-16=0/1510, 13-14=0/1510 WEBS 4-22=0/349, 4-21=-594/121, 5-21=-497/62, 6-21=-57/925, 7-20=-1539/29, 7-17=0/1046, 9-17=-727/80, 9-16=-50/394, 10-16=0/339, 12-16=-642/141, 12-14=0/370, 6-20=-1092/0, 7-19=0/260 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-4-11, Exterior(2R) 11-4-11 to 19-10-8, Interior(1) 19-10-8 to 33-2-1, Exterior(2R) 33-2-1 to 41-7-14, Interior(1) 41-7-14 to 50-9-12, Exterior(2E) 50-9-12 to 53-9-12 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 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) 23, 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T12 Truss Type Piggyback Base Qty 2 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216445 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:56:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-EomrvODKlttpqWI_n?k9nptz_wK7T_y00P1D1pzaMsY Scale = 1:102.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 5x12 6x8 4x6 5x8 3x6 3x8 MT18HS 5x6 4x6 3x8 MT18HS 3x6 5x8 5x8 3x12 6x10 4x8 3x8 3x6 2x4 8x8 10x16 MT18HS 3x8 MT18HS 11-0-011-0-0 15-7-104-7-9 21-2-05-6-6 29-4-128-2-11 37-7-78-2-11 45-9-38-1-12 53-11-88-2-5 -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 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 45-9-3 8-1-12 53-11-8 8-2-5 0-11-06-5-09-6-111-6-10-7-62-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-8], [2:0-2-12,0-1-6], [5:0-4-0,0-1-9], [9:0-5-0,0-2-12], [12:0-0-7,Edge], [12:0-7-12,0-0-6], [12:0-0-4,0-0-3], [17:0-3-8,0-1-8], [19:0-6-12,0-4-8], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.94 0.86 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.55 0.25 (loc) 19-20 21-23 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 275 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-23,16-18,12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-21,3-23: 2x4 SPF-S Stud, 6-20,8-19,8-17,8-15,9-15: 2x4 SPF No.2 2-23: 2x6 SPF No.2 WEDGE Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-1 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-20, 8-17, 8-15, 11-15, 3-23 REACTIONS. (size)12=0-3-8, 23=0-5-8 Max Horz 23=198(LC 9) Max Grav 12=2142(LC 1), 23=2218(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/0, 3-4=-3480/66, 4-5=-3165/127, 5-6=-2596/139, 6-8=-3075/131, 8-9=-2200/165, 9-11=-2792/136, 11-12=-3364/58, 2-23=-633/34 BOT CHORD 21-23=-0/3019, 20-21=0/3048, 19-20=0/3081, 6-19=0/449, 15-17=0/2597, 13-15=0/2634, 12-13=0/2634 WEBS 4-21=0/256, 4-20=-764/76, 5-20=0/1413, 6-20=-1033/91, 17-19=0/2596, 8-19=-48/744, 8-17=-513/89, 8-15=-817/132, 9-15=0/988, 11-15=-556/148, 11-13=0/355, 3-23=-2706/150 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-10, Exterior(2R) 12-7-10 to 18-7-10, Interior(1) 18-7-10 to 34-7-7, Exterior(2R) 34-7-7 to 40-7-7, Interior(1) 40-7-7 to 50-9-12, Exterior(2E) 50-9-12 to 53-9-12 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 12 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216446 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ABubK4FaHU7X3qSNuQmdsEyO_k1oxvAJTjWK5hzaMsW Scale = 1:88.9 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 275x12 6x6 4x6 6x18 MT18HS 5x12 3x8 MT18HS 5x6 4x6 3x6 3x6 4x8 4x8 3x12 5x12 4x8 4x8 8x8 4x6 5x6 10x10 11-0-011-0-0 15-7-104-7-9 21-2-05-6-6 29-4-128-2-11 37-7-78-2-11 44-10-107-3-3 47-7-82-8-14 -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 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-10-10 7-3-3 47-7-8 2-8-14 0-11-06-5-09-6-14-7-1511-6-15-3-82-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-2-12,0-1-6], [5:0-3-0,0-2-3], [9:1-3-5,0-3-4], [11:0-3-0,0-1-8], [12:Edge,0-3-8], [13:0-2-8,Edge], [16:0-3-8,0-1-8], [18:0-8-0,0-3-8], [20:0-2-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.59 0.78 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.51 0.17 (loc) 20-22 20-22 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 263 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,8-18,8-16,8-14,9-14: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud 2-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-14 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, 8-16, 8-14, 10-13, 11-12, 3-22 REACTIONS. (size)12=0-3-8, 22=0-5-8 Max Horz 22=232(LC 9) Max Grav 12=1889(LC 1), 22=1965(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-904/0, 3-4=-2984/66, 4-5=-2654/127, 5-6=-2166/139, 6-8=-2481/131, 8-9=-1371/162, 9-10=-1746/136, 10-11=-837/79, 11-12=-1873/38, 2-22=-601/34 BOT CHORD 20-22=-85/2624, 19-20=-45/2603, 18-19=-70/2488, 14-16=-41/1934, 13-14=0/764 WEBS 4-20=0/283, 4-19=-735/78, 5-19=0/1134, 6-19=-734/108, 16-18=-57/1925, 8-18=-44/826, 8-16=-343/116, 8-14=-1040/94, 9-14=0/517, 10-14=-31/791, 10-13=-1383/55, 11-13=0/1655, 3-22=-2300/150 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-10, Exterior(2R) 12-7-10 to 18-7-10, Interior(1) 18-7-10 to 34-7-7, Exterior(2R) 34-7-7 to 40-7-7, Interior(1) 40-7-7 to 44-10-10, Exterior(2E) 44-10-10 to 47-5-12 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 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T14 Truss Type Piggyback Base Qty 3 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216447 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-fNSzYQGC2oFOhz1ZS7HsPRVXn8N2gKjTiNFtd8zaMsV Scale = 1:105.8 1 2 3 4 5 6 7 8 9 10 11 12 132625242322 21 20 19 18 17 16 15 14 27 28 29 30 31 32 5x12 6x6 4x6 6x18 MT18HS 5x12 3x8 MT18HS 5x6 4x6 3x6 3x6 4x8 4x8 3x12 5x12 4x8 4x8 5x8 8x16 3x8 10x10 10x10 3x6 11-0-011-0-0 15-7-104-7-9 21-2-05-6-6 29-4-128-2-11 37-7-78-2-11 44-10-107-3-3 47-5-122-7-2 56-4-88-10-12 -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 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-10-10 7-3-3 50-6-5 5-7-11 56-4-8 5-10-3 57-4-8 1-0-0 0-11-06-5-09-6-14-7-1511-6-10-11-02-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-2-12,0-1-6], [5:0-3-0,0-2-3], [9:1-3-5,0-3-4], [12:0-1-12,0-0-14], [14:Edge,0-3-8], [15:0-2-8,Edge], [16:0-2-8,0-2-8], [20:0-3-8,0-1-8], [22:0-8-0,0-3-8], [24:0-2-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.78 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.52 0.17 (loc) 24-26 24-26 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 291 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-26,17-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-23,8-22,8-20,8-18,9-18: 2x4 SPF No.2, 2-26: 2x6 SPF No.2 12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-15 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 4-1-11 oc bracing: 15-16. WEBS 1 Row at midpt 4-23, 6-23, 8-20, 8-18, 10-16, 11-15, 3-26 REACTIONS. (size)15=0-3-8, 26=0-5-8, 14=0-3-8 Max Horz 26=-150(LC 6) Max Uplift 14=-51(LC 11) Max Grav 15=2202(LC 1), 26=1964(LC 1), 14=491(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-903/0, 3-4=-2983/68, 4-5=-2653/129, 5-6=-2165/140, 6-8=-2480/132, 8-9=-1371/169, 9-10=-1749/144, 10-11=-903/92, 11-12=-400/24, 2-26=-601/34, 12-14=-363/65 BOT CHORD 24-26=0/2623, 23-24=0/2602, 22-23=0/2487, 18-20=0/1933, 16-18=0/763, 15-16=-1583/86, 14-15=-29/348 WEBS 4-24=0/283, 4-23=-735/78, 5-23=0/1133, 6-23=-742/110, 20-22=0/1922, 8-22=-17/831, 8-20=-347/91, 8-18=-1051/100, 9-18=0/517, 10-18=-23/848, 10-16=-1441/55, 11-16=-23/2718, 11-15=-2731/87, 3-26=-2299/151 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-10, Exterior(2R) 12-7-10 to 18-7-10, Interior(1) 18-7-10 to 34-7-7, Exterior(2R) 34-7-7 to 40-7-7, Interior(1) 40-7-7 to 54-4-8, Exterior(2E) 54-4-8 to 57-4-8 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) 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T15 Truss Type Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216448 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-blZkz5HSaPV6wHByaYKKUsavDx098FEl9hk_i0zaMsT Scale = 1:97.8 12 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 273x6 8x14 MT18HS 4x6 3x8 12x18 MT18HS 3x8 MT18HS 3x6 4x6 4x8 4x8 2x4 3x6 4x6 3x8 4x10 5x10 MT18HS 7x16 MT18HS 3x8 MT18HS 3x8 MT18HS 7-0-157-0-15 13-11-66-10-7 22-4-18-4-11 30-7-88-3-7 39-0-38-4-11 50-6-811-6-5 -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)-- [5:0-10-9,Edge], [8:0-2-8,0-2-0], [9:0-1-14,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.59 1.00 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.56 0.16 (loc) 12-13 12-13 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 253 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SP 2400F 2.0E, 9-11,1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-19,6-15,8-13,2-21: 2x4 SPF No.2, 11-12: 2x6 SPF No.2 10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-7 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-19, 6-19, 6-15, 8-13 2 Rows at 1/3 pts 10-12 REACTIONS. (size)21=0-3-8, 12=Mechanical Max Horz 21=210(LC 7) Max Grav 21=2076(LC 1), 12=2006(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2794/0, 4-5=-2560/0, 5-6=-2055/22, 6-8=-2490/4, 8-9=-1801/32, 9-10=-2230/0, 10-11=-326/47, 11-12=-305/45, 2-21=-1990/0 BOT CHORD 20-21=-175/545, 19-20=-68/2224, 16-19=-59/2572, 15-16=-59/2572, 13-15=-30/2490, 12-13=0/1588 WEBS 4-19=-288/135, 5-19=0/898, 6-19=-914/132, 6-16=0/345, 8-15=0/392, 8-13=-1139/118, 9-13=0/758, 10-13=-61/424, 10-12=-2119/0, 2-20=0/1784 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-7, Exterior(2R) 9-8-7 to 18-2-5, Interior(1) 18-2-5 to 34-9-4, Exterior(2R) 34-9-4 to 43-3-2, Interior(1) 43-3-2 to 47-3-12, Exterior(2E) 47-3-12 to 50-3-12 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 8%, joint 9 = 12% 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T16 Truss Type Half Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216449 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-blZkz5HSaPV6wHByaYKKUsayVxCm8Sol9hk_i0zaMsT Scale = 1:35.3 1 2 3 6 4 5 3x4 4x6 3x4 2-3-02-3-0 4-6-02-3-0 -1-0-0 1-0-0 4-1-11 4-1-11 4-6-0 0-4-5 1-7-06-5-00-3-86-1-86-5-014.00 12 Plate Offsets (X,Y)-- [3:0-1-5,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.05 -0.14 (loc) 5-6 5-6 4 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 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. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=146(LC 10) Max Uplift 4=-108(LC 10), 5=-13(LC 10) Max Grav 4=129(LC 17), 6=250(LC 1), 5=83(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 4-1-11, Exterior(2E) 4-1-11 to 4-5-4 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 except (jt=lb) 4=108. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T17 Truss Type Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216450 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-X8hUNnJj61lqAbKKhzMoZHfF3liycAq2d?D5nvzaMsR Scale = 1:94.6 12 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 5x10 MT18HS 3x6 5x10 MT18HS 3x4 3x6 3x6 3x6 5x8 4x6 4x6 5x6 5x6 4x6 4x6 3x6 3x8 3x6 2x4 5x8 4x8 3x6 6-2-06-2-0 12-1-85-11-8 17-5-125-4-4 29-3-1011-9-14 41-1-911-9-14 47-6-46-4-12 53-11-86-5-4 -1-0-0 1-0-0 6-2-0 6-2-0 12-1-8 5-11-8 17-5-12 5-4-4 19-4-8 1-10-12 26-7-8 7-3-0 33-10-8 7-3-0 41-1-9 7-3-0 47-6-4 6-4-12 53-11-8 6-5-4 1-1-09-2-00-7-69-2-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-6-0,0-1-8], [5:0-2-8,0-2-0], [6:0-2-8,0-2-8], [10:0-4-13,Edge], [12:0-3-8,Edge], [12:0-0-3,0-0-4], [12:0-0-6,0-6-0], [17:0-3-0,0-3-0], [18:0-2-8,0-2-0], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.57 0.91 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.85 0.06 (loc) 14-16 14-16 12 l/defl >999 >509 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 246 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-18,7-17,9-16,9-14: 2x4 SPF No.2, 2-22: 2x4 SPF-S Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-14 max.): 4-10. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-18, 7-17, 9-16, 9-14, 5-18 REACTIONS. (size)22=0-5-8, 18=0-3-8, 12=0-5-8 Max Horz 22=-171(LC 8) Max Uplift 22=-48(LC 10) Max Grav 22=496(LC 23), 18=2603(LC 1), 12=1307(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-427/76, 3-4=-38/281, 5-6=0/586, 7-9=-914/85, 9-10=-1189/61, 10-11=-1530/53, 11-12=-1952/0, 2-22=-437/82 BOT CHORD 21-22=-143/321, 20-21=-76/351, 18-20=-586/101, 16-17=-55/703, 14-16=-19/1164, 13-14=0/1492, 12-13=0/1492 WEBS 3-21=0/254, 3-20=-441/100, 4-20=-415/42, 5-20=-1/912, 6-18=-1563/34, 7-17=-1214/32, 7-16=0/739, 9-16=-552/64, 10-14=0/460, 11-14=-412/133, 5-18=-1088/57, 6-17=0/1154 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-10-9, Exterior(2R) 7-10-9 to 16-4-7, Interior(1) 16-4-7 to 36-10-10, Exterior(2R) 36-10-10 to 45-4-7, Interior(1) 45-4-7 to 50-8-12, Exterior(2E) 50-8-12 to 53-8-12 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 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. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.).March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T18 Truss Type Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216451 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-?KFsb7KLtKugolvXFgt16VCM_95_Ld9CrfzeJLzaMsQ Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 3x6 6x8 4x6 6x18 MT18HS 3x6 12x12 3x6 3x6 5x12 4x6 4x6 4x8 4x6 4x6 3x8 3x6 2x4 4x8 3x6 3x6 2x4 7-11-07-11-0 15-7-87-8-8 17-5-121-10-4 22-11-85-5-12 30-3-87-4-0 37-7-97-4-0 45-9-48-1-12 53-11-88-2-4 -1-0-0 1-0-0 7-11-0 7-11-0 15-7-8 7-8-8 17-5-12 1-10-4 22-11-8 5-5-12 30-3-8 7-4-0 37-7-9 7-4-0 45-9-4 8-1-12 53-11-8 8-2-4 1-1-011-6-00-7-611-6-08.00 12 Plate Offsets (X,Y)-- [5:0-5-5,0-3-4], [10:1-3-5,0-3-4], [13:0-3-8,Edge], [13:0-0-6,0-6-0], [13:0-0-3,0-0-4], [21:0-5-12,0-3-0], [22:0-2-8,0-1-8], [23:Edge,0-3-8], [23:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.81 0.73 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.27 0.06 (loc) 13-14 13-14 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 296 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8,8-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,4-21,12-16,12-14,2-22: 2x3 SPF No.2, 2-23: 2x4 SPF-S Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,20-21. WEBS 1 Row at midpt 4-21, 5-21, 9-17, 12-16, 6-20 2 Rows at 1/3 pts 7-20 REACTIONS. (size)23=0-5-8, 20=0-3-8, 13=0-5-8 Max Horz 23=-212(LC 8) Max Uplift 23=-61(LC 10), 13=-7(LC 11) Max Grav 23=547(LC 23), 20=2557(LC 1), 13=1318(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-464/126, 4-5=0/452, 5-6=0/333, 6-7=0/413, 7-9=-832/97, 9-10=-1006/125, 10-12=-1342/91, 12-13=-1942/35, 2-23=-474/105 BOT CHORD 22-23=-187/502, 21-22=-111/358, 20-21=-407/151, 19-20=-82/303, 17-19=-82/303, 16-17=-17/832, 14-16=0/1475, 13-14=0/1475 WEBS 4-22=0/352, 4-21=-598/121, 5-21=-493/64, 6-21=-51/906, 7-20=-1530/31, 7-17=0/1030, 9-17=-709/83, 9-16=-50/373, 10-16=0/339, 12-16=-599/141, 12-14=0/362, 6-20=-1076/0, 7-19=0/261 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-4-9, Exterior(2R) 11-4-9 to 19-10-7, Interior(1) 19-10-7 to 33-4-10, Exterior(2R) 33-4-10 to 41-10-7, Interior(1) 41-10-7 to 50-8-12, Exterior(2E) 50-8-12 to 53-8-12 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 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) 23, 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.).March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T19 Truss Type Half Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216452 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-TXpFoTKzee0XPuUjpOOGfilhwYXf4FQL4JiBrnzaMsP Scale = 1:28.5 1 2 3 7 6 4 5 4x6 3x4 3x4 3x6 3-0-03-0-0 4-6-01-6-0 -1-0-0 1-0-0 3-0-0 3-0-0 4-6-0 1-6-0 1-7-05-1-00-3-84-9-85-1-014.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.32 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 0.09 (loc) 6-7 6-7 4 l/defl >999 >787 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 4-6-0 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. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=114(LC 10) Max Uplift 4=-11(LC 6), 5=-61(LC 10) Max Grav 4=43(LC 1), 7=250(LC 1), 5=130(LC 17) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 3-0-0, Exterior(2E) 3-0-0 to 4-5-4 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) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T20 Truss Type Half Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216453 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-TXpFoTKzee0XPuUjpOOGfilinYYr4G7L4JiBrnzaMsP Scale = 1:21.7 1 2 3 7 6 4 5 4x6 3x4 3x4 3x6 1-10-51-10-5 4-6-02-7-11 -1-0-0 1-0-0 1-10-5 1-10-5 4-6-0 2-7-11 1-7-03-9-00-3-83-5-83-9-014.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.31 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.07 0.13 (loc) 6 5-6 4 l/defl >999 >761 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 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 4-6-0 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. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=76(LC 10) Max Uplift 4=-21(LC 6), 5=-15(LC 10) Max Grav 4=77(LC 1), 7=250(LC 1), 5=100(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T21 Truss Type Half Hip Girder Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216454 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-yjNd0pLbPy8O123vM5vVBwHrPyvkpi?VJzSlNEzaMsO Scale = 1:14.9 1 2 3 4 7 6 5 8 9 4x6 3x4 3x4 3x4 3x4 6x6 2-3-02-3-0 4-6-02-3-0 -1-0-0 1-0-0 0-8-9 0-8-9 4-6-0 3-9-7 1-7-02-5-00-3-82-1-82-5-014.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.20 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 -0.03 (loc) 6 6 4 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 4-6-0 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. (size)5=Mechanical, 7=0-3-8, 4=Mechanical Max Horz 7=70(LC 5) Max Uplift 5=-85(LC 6), 7=-45(LC 8), 4=-112(LC 28) Max Grav 5=161(LC 32), 7=207(LC 37), 4=173(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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 except (jt=lb) 4=112. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 lb down and 128 lb up at 0-8-9, and 45 lb down and 21 lb up at 2-0-12 on top chord, and 15 lb down and 18 lb up at 0-8-9, and 18 lb down and 21 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=43(B) 9=5(B) March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216455 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Qvw?D9MDAFGFfCe6wpQkk7quFMAgY4_eXdBIwgzaMsN Scale = 1:71.2 1 2 3 4 5 10 9 8 7 6 8x14 MT18HS 8x8 4x8 3x6 3x6 3x4 3x4 4x8 6x8 8-11-28-11-2 13-11-145-0-11 22-4-78-4-9 22-4-130-0-6 -1-0-0 1-0-0 8-11-2 8-11-2 13-11-14 5-0-11 22-4-13 8-4-15 1-7-012-0-02-2-412-0-014.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-11-12,0-5-12] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.74 0.54 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.01 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 134 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10: 2x6 SPF No.2, 2-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-7 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 3-7, 4-6 REACTIONS. (size)10=0-3-8, 6=0-4-3 Max Horz 10=250(LC 7) Max Grav 10=957(LC 1), 6=879(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-866/96, 3-4=-466/154, 4-5=-632/376, 2-10=-860/64, 5-6=-602/320 BOT CHORD 8-10=-276/533, 7-8=-69/453, 6-7=-9/423 WEBS 3-8=0/252, 4-7=-62/277, 2-8=-187/322, 4-6=-453/138 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-4, Exterior(2R) 4-8-4 to 18-2-13, Interior(1) 18-2-13 to 19-3-1, Exterior(2E) 19-3-1 to 22-3-1 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216456 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-u6UNRUNrxZO6GMDIUWyzGLN3zmWtHYwnmHxsS6zaMsM Scale = 1:71.2 1 2 3 4 56 11 10 9 8 7 8x14 MT18HS 6x8 3x6 3x6 3x4 3x8 4x8 3x6 4x8 8-11-28-11-2 13-11-145-0-11 22-11-08-11-2 -1-0-0 1-0-0 8-11-2 8-11-2 13-11-14 5-0-11 22-11-0 8-11-2 23-11-0 1-0-0 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-11-12,0-5-12], [4:0-3-15,Edge], [5:0-1-8,0-1-8], [7: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.75 0.54 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.01 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 129 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2, 2-9,5-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 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 3-8 REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=-255(LC 8) Max Grav 11=972(LC 1), 7=972(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-883/96, 3-4=-482/154, 4-5=-883/96, 2-11=-875/64, 5-7=-875/64 BOT CHORD 9-11=-258/547, 8-9=-54/475, 7-8=-155/401 WEBS 2-9=-181/322, 5-8=-185/325 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-4, Exterior(2R) 4-8-4 to 18-2-12, Interior(1) 18-2-12 to 20-11-0, Exterior(2E) 20-11-0 to 23-11-0 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T24 Truss Type Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216457 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-MI2leqNTitWzuWoU2DTCpYvHzAqz0?Vx?xgP_YzaMsL Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 4x6 6x6 3x6 3x6 3x8 3x6 3x4 3x6 3x6 5x10 MT18HS 5x10 MT18HS 3x6 9-8-99-8-9 13-2-73-5-14 22-11-09-8-9 -1-0-0 1-0-0 4-11-9 4-11-9 9-8-9 4-9-1 13-2-7 3-5-14 17-11-7 4-9-1 22-11-0 4-11-9 23-11-0 1-0-0 1-7-012-11-01-7-012-11-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-3-0,0-1-8], [11:Edge,0-1-8], [15: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.54 0.62 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.36 0.02 (loc) 11-12 11-12 11 l/defl >999 >763 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 140 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* 4-13,7-12,4-15,7-11: 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. WEBS 1 Row at midpt 4-13, 6-13, 7-12, 4-15, 7-11 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=271(LC 9) Max Grav 15=974(LC 1), 11=974(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-437/109, 4-5=-742/152, 5-6=-456/148, 6-7=-741/152, 7-9=-438/109, 2-15=-459/109, 9-11=-460/110 BOT CHORD 13-15=-96/559, 12-13=-1/423, 11-12=0/487 WEBS 5-13=-75/295, 6-12=-87/295, 4-15=-529/70, 7-11=-528/70 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-5-11, Exterior(2R) 5-5-11 to 17-5-5, Interior(1) 17-5-5 to 20-11-0, Exterior(2E) 20-11-0 to 23-11-0 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T25 Truss Type Half Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216458 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-qUc8rAO6SAeqWgNhbx_RMmSZKZJ6lXf4EbQyW?zaMsK Scale = 1:20.1 1 2 3 4 6 5 4x6 3x4 3x4 3x4 3x6 1-6-71-6-7 2-3-00-8-9 -1-0-0 1-0-0 1-6-7 1-6-7 2-3-0 0-8-9 1-7-03-4-80-3-83-1-03-4-814.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [4: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 6 5-6 4 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 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-3-8, 4=Mechanical Max Horz 6=99(LC 7) Max Uplift 5=-107(LC 7), 6=-9(LC 6), 4=-33(LC 6) Max Grav 5=101(LC 8), 6=177(LC 18), 4=52(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 6, 4 except (jt=lb) 5=107. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T26 Truss Type Piggyback Base Qty 10 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216459 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-IhAW3WPkDUmh7pxt9eVguz?aCzXaUvfESF9W3RzaMsJ Scale = 1:71.2 1 2 3 4 56 11 10 9 8 7 8x14 MT18HS 6x8 3x6 3x6 3x4 3x8 4x8 3x6 4x8 8-11-28-11-2 13-11-145-0-11 22-11-08-11-2 -1-0-0 1-0-0 8-11-2 8-11-2 13-11-14 5-0-11 22-11-0 8-11-2 23-11-0 1-0-0 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-11-12,0-5-12], [4:0-3-15,Edge], [5:0-1-8,0-1-8], [7: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.75 0.54 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.01 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 129 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2, 2-9,5-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 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 3-8 REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=255(LC 9) Max Grav 11=972(LC 1), 7=972(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-883/96, 3-4=-482/154, 4-5=-883/96, 2-11=-875/64, 5-7=-875/64 BOT CHORD 9-11=-258/547, 8-9=-54/475, 7-8=-155/401 WEBS 2-9=-181/322, 5-8=-185/325 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-4, Exterior(2R) 4-8-4 to 18-2-12, Interior(1) 18-2-12 to 20-11-0, Exterior(2E) 20-11-0 to 23-11-0 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T27 Truss Type Half Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216460 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-IhAW3WPkDUmh7pxt9eVguz?kZzfNU_kESF9W3RzaMsJ Scale = 1:22.0 1 2 3 7 6 4 5 4x6 3x4 3x4 3x6 1-10-51-10-5 2-3-00-4-11 -1-0-0 1-0-0 1-10-5 1-10-5 2-3-0 0-4-11 1-7-03-9-00-3-83-5-83-9-014.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6-7 4 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* 2-7: 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 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=76(LC 10) Max Uplift 4=-3(LC 6), 5=-71(LC 10) Max Grav 4=10(LC 1), 7=170(LC 1), 5=77(LC 17) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T28 Truss Type Piggyback Base Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216461 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-E3IGUCR_l50PN75FH3X8zO4xRn9JygGXwZed7KzaMsH Scale = 1:105.5 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 5x12 6x6 4x6 6x18 MT18HS 5x12 10x10 3x8 MT18HS 5x6 4x6 3x6 3x6 4x8 4x8 3x12 5x12 4x8 4x8 5x8 8x16 3x8 10x10 3x6 11-0-011-0-0 15-7-104-7-9 21-2-05-6-6 29-4-128-2-11 37-7-78-2-11 44-10-107-3-3 47-5-122-7-2 56-3-48-9-8 56-3-110-0-6 -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 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-10-10 7-3-3 50-5-14 5-7-4 56-3-11 5-9-12 0-11-06-5-09-6-14-7-1511-6-10-11-72-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-2-12,0-1-6], [5:0-3-0,0-2-3], [9:1-3-5,0-3-4], [12:Edge,0-3-4], [12:0-1-12,0-0-14], [14:0-2-8,Edge], [15:0-2-8,0-2-8], [19:0-3-8,0-1-8], [21:0-8-0,0-3-8], [23:0-2-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.70 0.78 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.52 0.17 (loc) 23-25 23-25 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 290 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 24-25,16-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-22,8-21,8-19,8-17,9-17: 2x4 SPF No.2, 2-25: 2x6 SPF No.2 12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-15 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 4-2-2 oc bracing: 14-15. WEBS 1 Row at midpt 4-22, 6-22, 8-19, 8-17, 10-15, 11-14, 3-25 REACTIONS. (size)14=0-3-8, 25=0-5-8, 13=0-4-3 Max Horz 25=147(LC 9) Max Uplift 13=-34(LC 11) Max Grav 14=2208(LC 1), 25=1964(LC 1), 13=412(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-903/0, 3-4=-2982/68, 4-5=-2652/129, 5-6=-2164/140, 6-8=-2479/133, 8-9=-1369/165, 9-10=-1746/139, 10-11=-898/84, 11-12=-396/26, 2-25=-601/34, 12-13=-304/50 BOT CHORD 23-25=0/2622, 22-23=0/2601, 21-22=0/2485, 17-19=0/1931, 15-17=0/759, 14-15=-1566/73, 13-14=-38/341 WEBS 4-23=0/283, 4-22=-735/78, 5-22=0/1132, 6-22=-741/110, 19-21=0/1920, 8-21=-20/831, 8-19=-347/93, 8-17=-1052/100, 9-17=0/515, 10-17=-25/852, 10-15=-1443/58, 11-15=-26/2702, 11-14=-2722/96, 3-25=-2298/151 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-10, Exterior(2R) 12-7-10 to 18-7-10, Interior(1) 18-7-10 to 34-7-7, Exterior(2R) 34-7-7 to 40-7-7, Interior(1) 40-7-7 to 53-1-15, Exterior(2E) 53-1-15 to 56-1-15 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) 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T29 Truss Type Common Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216462 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-jGsehYRcWP8G_HgSqn2NWcc3IBazhDNg8DOAfmzaMsG Scale = 1:75.8 1 2 3 4 5 6 7 12 11 10 9 8 5x8 4x6 3x6 3x4 3x6 3x6 3x6 4x8 3x6 8x8 3x6 6-2-46-2-4 9-5-123-3-8 18-11-89-5-12 4-10-2 4-10-2 9-5-12 4-7-10 14-1-6 4-7-10 18-11-8 4-10-2 19-11-8 1-0-0 1-7-012-7-111-7-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [3:Edge,0-1-14], [8:Edge,0-3-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.88 0.50 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.30 0.01 (loc) 8-9 8-9 8 l/defl >999 >501 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 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* 3-9: 2x4 SPF No.2, 1-12,6-8: 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. WEBS 1 Row at midpt 4-9 REACTIONS. (size)12=0-3-8, 10=0-3-8, 8=0-3-8 Max Horz 12=-256(LC 6) Max Uplift 10=-70(LC 10) Max Grav 12=402(LC 18), 10=512(LC 1), 8=651(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-364/55, 2-3=-373/137, 3-4=-373/131, 4-6=-385/123, 1-12=-336/26, 6-8=-412/113 BOT CHORD 10-12=-210/329, 8-9=0/279 WEBS 2-10=-466/80, 3-9=-110/267 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-5-12, Exterior(2R) 6-5-12 to 12-5-12, Interior(1) 12-5-12 to 16-11-8, Exterior(2E) 16-11-8 to 19-11-8 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) 10. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss T33 Truss Type Hip Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216463 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-BSP1vuSEHjG7cRFeOUac3p9FrauOQlApNs7jCCzaMsF Scale = 1:76.1 1 2 3 45 11 10 8 7 69 5x12 7x16 MT18HS 7x16 MT18HS 3x6 3x6 3x4 3x4 3x6 5x12 6-2-4 6-2-4 8-11-14 2-9-10 9-11-10 0-11-11 18-11-8 8-11-14 8-11-14 8-11-14 9-11-10 0-11-11 18-11-8 8-11-14 19-11-8 1-0-0 1-7-012-0-141-7-012-0-1414.00 12 Plate Offsets (X,Y)-- [1:0-5-12,0-1-8], [2:0-4-1,Edge], [3:0-4-1,Edge], [4:0-5-12,0-1-8], [6: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.77 0.55 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.01 (loc) 6-7 6-7 6 l/defl >999 >625 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 102 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-11,4-6: 2x6 SPF No.2, 1-8,4-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-3 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 2-8, 3-7, 1-8, 4-7 REACTIONS. (size)11=0-3-8, 6=0-3-8, 9=0-3-8 Max Horz 11=-247(LC 6) Max Uplift 11=-51(LC 11), 6=-4(LC 11), 9=-31(LC 7) Max Grav 11=688(LC 1), 6=793(LC 1), 9=140(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-672/152, 2-3=-383/175, 3-4=-675/116, 1-11=-623/85, 4-6=-695/84 BOT CHORD 9-11=-281/501, 8-9=-281/501, 7-8=-6/339, 6-7=-164/403 WEBS 2-8=-308/358, 3-7=-214/382, 1-8=-218/343, 4-7=-273/313 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-9-0, Exterior(2R) 4-9-0 to 14-2-8, Interior(1) 14-2-8 to 16-11-8, Exterior(2E) 16-11-8 to 19-11-8 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) 11, 6, 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG01 Truss Type Common Girder Qty 1 Ply 3 13 Heritage at Spring Mill Job Reference (optional) I45216464 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-fezP6ETt20O_EbqqyC5rb1iXC_C595QzcWtHkfzaMsE Scale = 1:55.2 1 2 3 4 7 6 58910 5x12 4x8 5x10 MT18HS 5x10 MT18HS10x10 5x12 6-5-86-5-8 12-11-06-5-8 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], [5: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.65 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.00 (loc) 6-7 6-7 5 l/defl >999 >917 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 254 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x8 SP 2400F 2.0E *Except* 2-6: 2x4 SPF No.2, 1-6,3-6: 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 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=-191(LC 6) Max Uplift 5=-447(LC 8) Max Grav 7=9037(LC 1), 5=4730(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5265/443, 2-3=-5268/441, 1-7=-4194/523, 3-5=-4980/313 BOT CHORD 6-7=0/2856, 5-6=-292/107 WEBS 2-6=-529/7426, 1-6=-1025/998, 3-6=-150/3551 NOTES-(10-11) 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, 2x8 - 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 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) 5=447. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1995 lb down at 0-3-10, 1986 lb down at 2-3-12, 1986 lb down at 4-3-12, and 1986 lb down at 5-3-12, and 4802 lb down and 1956 lb up at 6-7-0 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 March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG01 Truss Type Common Girder Qty 1 Ply 3 13 Heritage at Spring Mill Job Reference (optional) I45216464 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:19 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-fezP6ETt20O_EbqqyC5rb1iXC_C595QzcWtHkfzaMsE 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: 7=-1995(B) 6=-4751(B) 8=-1986(B) 9=-1986(B) 10=-1986(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 13 Heritage at Spring Mill Job Reference (optional) I45216465 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-b159XvU7aeehTu_D3c7JgSnuco13d6wG3qMNoXzaMsC Scale = 1:25.1 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 4x6 6x6 4x6 10x10 3x4 4x6 4x8 4-8-44-8-4 9-5-124-9-8 14-2-04-8-4 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:Edge,0-1-12], [4:Edge,0-8-2], [5:0-1-12,0-0-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.11 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 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.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=-73(LC 4) Max Uplift 8=-195(LC 8), 5=-161(LC 9) Max Grav 8=804(LC 35), 5=954(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-951/284, 2-3=-793/266, 3-4=-1059/275, 1-8=-695/197, 4-5=-821/172 BOT CHORD 7-8=-81/303, 6-7=-236/774, 5-6=-51/330 WEBS 2-7=-14/284, 3-6=-18/300, 1-7=-235/560, 4-6=-245/552 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) 8=195, 5=161. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 72 lb up at 6-0-12, 69 lb down and 72 lb up at 7-1-12, and 69 lb down and 72 lb up at 8-1-4, and 137 lb down at 13-5-4 on top chord, and 61 lb down at 1-5-4, 34 lb down and 51 lb up at 2-0-12, 61 lb down at 3-5-4, 78 lb down and 94 lb up at 4-0-12, 61 lb down at 5-5-4, 26 lb down and 31 lb up at 6-0-12, 26 lb down and 31 lb up at 7-1-12, 61 lb down at 7-5-4, 26 lb down and 31 lb up at 8-1-4, 168 lb down at 9-5-4, 78 lb down and 94 lb up at 10-1-4, 61 lb down at 11-5-4, and 34 lb down and 51 lb up at 12-1-4, and 69 lb down at 13-5-4 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.).Continued on page 2 March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 13 Heritage at Spring Mill Job Reference (optional) I45216465 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:21 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-b159XvU7aeehTu_D3c7JgSnuco13d6wG3qMNoXzaMsC 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 Concentrated Loads (lb) Vert: 6=-168(F) 12=-105(F) 13=-35(F) 14=-34(B) 15=-35(F) 16=-41(B) 17=-35(F) 18=0(B) 19=-35(F=-35, B=0) 20=0(B) 21=-41(B) 22=-35(F) 23=-34(B) 24=-39(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216466 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-3DfXkFVlLxmY52ZPdKeYDfK5KCOhMbpPIU5xLzzaMsB Scale = 1:15.1 1 2 3 4 6 5 7 4x6 3x4 4x6 3x4 3x4 0-8-90-8-9 2-3-01-6-7 -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)-- [3:0-3-3,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 14 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. (size)5=Mechanical, 6=0-3-8 Max Horz 6=65(LC 33) Max Uplift 5=-42(LC 5), 6=-32(LC 8) Max Grav 5=54(LC 22), 6=140(LC 43) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 16 lb down and 136 lb up at 0-8-9 on top chord, and 15 lb down and 18 lb up at 0-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=44(B) 7=5(B) March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216467 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-3DfXkFVlLxmY52ZPdKeYDfK5KCOhMbpPIU5xLzzaMsB Scale = 1:15.1 1 2 3 4 6 5 7 4x6 3x4 4x6 3x4 3x4 0-8-90-8-9 2-3-01-6-7 -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)-- [3:0-3-3,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 14 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. (size)5=Mechanical, 6=0-3-8 Max Horz 6=65(LC 5) Max Uplift 5=-42(LC 5), 6=-32(LC 8) Max Grav 5=54(LC 22), 6=140(LC 43) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 16 lb down and 136 lb up at 0-8-9 on top chord, and 15 lb down and 18 lb up at 0-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=44(F) 7=5(F) March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG05 Truss Type Common Girder Qty 1 Ply 2 13 Heritage at Spring Mill Job Reference (optional) I45216468 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-?cnI9xX?tZ1GKMiollg0I4PQV?3wqTbiloa2PszaMs9 Scale = 1:26.6 1 2 3 6 5 4 7 8 9 10 11 12 13 14 15 3x6 4x6 3x6 3x4 3x4 4x8 4-5-44-5-4 8-10-84-5-4 4-5-4 4-5-4 8-10-8 4-5-4 1-1-04-0-81-1-08.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.10 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 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. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-5-8 Max Horz 6=72(LC 5) Max Uplift 6=-35(LC 8), 4=-39(LC 9) Max Grav 6=755(LC 42), 4=660(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-689/89, 2-3=-690/89, 1-6=-552/69, 3-4=-551/69 WEBS 2-5=-37/491, 1-5=-42/553, 3-5=-44/553 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) 6, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 31 lb up at 2-0-12, and 5 lb down and 9 lb up at 4-9-12, and 29 lb down and 31 lb up at 6-9-12 on top chord, and 167 lb down at 0-11-12, 24 lb down and 33 lb up at 2-0-12, 165 lb down at 2-11-12, 89 lb down and 121 lb up at 3-6-0, 59 lb down and 89 lb up at 4-9-12, 165 lb down at 4-11-12, and 24 lb down and 33 lb up at 6-9-12, and 165 lb down at 6-11-12 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 Continued on page 2 March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG05 Truss Type Common Girder Qty 1 Ply 2 13 Heritage at Spring Mill Job Reference (optional) I45216468 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:24 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-?cnI9xX?tZ1GKMiollg0I4PQV?3wqTbiloa2PszaMs9 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 10=-165(B) 11=-6(F) 12=-164(B) 13=-10(F) 14=-196(F=-32, B=-164) 15=-170(F=-6, B=-164) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216469 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-UoKgNHYdes97yWH_ISCFrIyOePKOZt_r_SKbxIzaMs8 Scale = 1:24.5 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 10x16 MT18HS 6x6 4x6 10x16 MT18HS 4x6 4x8 4-10-144-10-14 7-9-22-10-4 12-8-04-10-14 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], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.99 0.34 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 61 lb FT = 20% GRIP 169/123 169/123 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 4-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-13 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=76(LC 28) Max Uplift 8=-324(LC 8), 5=-331(LC 9) Max Grav 8=1366(LC 35), 5=1426(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1472/400, 2-3=-1174/364, 3-4=-1482/401, 1-8=-1020/271, 4-5=-1025/272 BOT CHORD 7-8=-158/572, 6-7=-311/1187, 5-6=-140/519 WEBS 2-7=-112/557, 3-6=-141/588, 1-7=-247/718, 4-6=-254/728 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) 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) except (jt=lb) 8=324, 5=331. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 72 lb down and 77 lb up at 6-0-12, and 72 lb down and 77 lb up at 6-7-4 on top chord, and 267 lb down and 43 lb up at 1-6-12, 40 lb down and 52 lb up at 2-0-12, 267 lb down and 43 lb up at 3-6-12, 77 lb down and 90 lb up at 4-0-12, 267 lb down and 43 lb up at 5-6-12, 27 lb down and 31 lb up at 6-0-12, 27 lb down and 31 lb up at 6-7-4, 267 lb down and 43 lb up at 7-6-12, 77 lb down and 90 lb up at 8-7-4, 267 lb down and 43 lb up at 9-6-12, and 40 lb down and 52 lb up at 10-7-4, and 267 lb down and 43 lb up at 11-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 Continued on page 2 March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216469 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:25 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-UoKgNHYdes97yWH_ISCFrIyOePKOZt_r_SKbxIzaMs8 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 Concentrated Loads (lb) Vert: 11=-219(F) 12=-40(B) 13=-219(F) 14=-46(B) 15=-219(F) 16=-1(B) 17=-1(B) 18=-219(F) 19=-46(B) 20=-219(F) 21=-40(B) 22=-219(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG07 Truss Type Half Hip Girder Qty 2 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216470 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-y_u2adYGPAH_ZfsAsAjUNVUnKplcIPq?D638UlzaMs7 Scale = 1:15.1 1 2 3 4 6 5 7 4x6 3x4 4x6 3x4 3x4 0-8-90-8-9 2-4-81-7-15 -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)-- [3:0-3-3,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 14 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. (size)5=Mechanical, 6=0-3-8 Max Horz 6=65(LC 5) Max Uplift 5=-40(LC 5), 6=-32(LC 8) Max Grav 5=60(LC 22), 6=141(LC 43) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 16 lb down and 137 lb up at 0-8-9 on top chord, and 15 lb down and 18 lb up at 0-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=44(B) 7=5(B) March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 2 13 Heritage at Spring Mill Job Reference (optional) I45216471 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-MZaBCeb8h5fZQ7blXIGB?866q0fFVXbRv4Ip53zaMs4 Scale = 1:88.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 122223242526272829303132333435363738394041424344 5x10 MT18HS 3x6 3x4 10x10 12x12 5x6 3x6 4x8 4x8 3x6 4x6 3x6 6x6 4x6 6x8 6x8 3x6 5x10 MT18HS 5x10 MT18HS 5-11-75-11-7 11-7-65-7-15 19-4-27-8-12 30-11-311-7-1 42-6-411-7-1 50-6-88-0-4 -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)-- [4:0-5-0,0-0-14], [10:0-3-8,0-3-0], [13:0-3-8,0-3-0], [20:0-3-8,0-2-0], [21:Edge,0-11-7], [21:0-2-12,0-0-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.85 0.53 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.41 -0.57 0.10 (loc) 15-17 15-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 600 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-19,7-15,8-15,2-20: 2x4 SPF No.2 5-19,7-17,8-13,10-12: 2x4 SPF 2100F 1.8E, 2-21: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-3 max.): 4-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 10-12 REACTIONS. (size)12=Mechanical, 21=0-3-8 Max Horz 21=233(LC 7) Max Uplift 12=-1936(LC 5), 21=-1428(LC 5) Max Grav 12=4978(LC 38), 21=4655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6236/2077, 3-4=-6141/2230, 4-5=-5031/1866, 5-7=-7079/2671, 7-8=-7244/2739, 8-10=-4165/1599, 2-21=-4230/1356 BOT CHORD 20-21=-561/1319, 19-20=-1891/5094, 17-19=-2766/7020, 15-17=-2850/7242, 13-15=-2471/6273, 12-13=-1635/4121 WEBS 3-19=-277/311, 4-19=-1148/3051, 5-19=-2982/1249, 5-17=-754/1761, 7-17=-346/193, 7-15=-299/238, 8-15=-856/2180, 8-13=-3158/1224, 10-13=-1509/3925, 10-12=-5913/2277, 2-20=-1344/3883 NOTES-(13-14) 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 0-7-0 oc, 2x6 - 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1936, 21=1428. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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 March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 2 13 Heritage at Spring Mill Job Reference (optional) I45216471 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:29 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-MZaBCeb8h5fZQ7blXIGB?866q0fFVXbRv4Ip53zaMs4 NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 68 lb up at 2-0-12, 212 lb down and 58 lb up at 4-0-12, 212 lb down and 78 lb up at 6-0-12, 212 lb down and 103 lb up at 8-0-12, 231 lb down and 134 lb up at 10-0-12, 264 lb down and 154 lb up at 12-0-12, 264 lb down and 154 lb up at 14-0-12, 264 lb down and 154 lb up at 16-0-12, 264 lb down and 154 lb up at 18-0-12, 264 lb down and 154 lb up at 20-0-12, 264 lb down and 154 lb up at 22-0-12, 264 lb down and 154 lb up at 24-0-12, 264 lb down and 154 lb up at 26-0-12, 264 lb down and 154 lb up at 28-0-12, 264 lb down and 154 lb up at 30-0-12, 264 lb down and 154 lb up at 32-0-12, 268 lb down and 152 lb up at 34-0-12, 268 lb down and 152 lb up at 36-0-12, 268 lb down and 152 lb up at 38-0-12, 268 lb down and 152 lb up at 40-0-12, 268 lb down and 152 lb up at 42-0-12, 268 lb down and 152 lb up at 44-0-12, 264 lb down and 154 lb up at 46-0-12, and 264 lb down and 154 lb up at 48-0-12, and 271 lb down and 147 lb up at 50-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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 RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216472 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-qm8ZQ_bmSPnQ2HAy5?nQYLfN6Q6UEDVa8k1MdWzaMs3 Scale = 1:17.0 1 2 3 4 7 6 5 8 9 10 11 12 4x6 3x4 3x4 3x4 4x8 3x6 3-1-43-1-4 6-2-83-1-4 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 29 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. (size)5=Mechanical, 7=0-3-8 Max Horz 7=70(LC 5) Max Uplift 5=-48(LC 5), 7=-58(LC 8) Max Grav 5=226(LC 1), 7=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 30 lb down and 90 lb up at 0-8-9, and 48 lb down and 31 lb up at 2-3-4, and 48 lb down and 31 lb up at 4-3-4 on top chord, and 13 lb down and 14 lb up at 0-8-9, and 12 lb down and 11 lb up at 2-3-4, and 12 lb down and 11 lb up at 4-3-4 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, 5-7=-20 Concentrated Loads (lb) Vert: 3=30(F) 10=4(F) 11=1(F) 12=1(F) March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG10 Truss Type HALF HIP GIRDER Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216473 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-FLpi20eflK9_vkuXm8L79_HmPdztRNG1qiG0ErzaMs0 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 3132 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 505152 53 5455 56 575859 60 61 62 63 64 65 66 67 68 5x8 4x6 5x10 MT18HS 10x16 MT18HS10x10 5x12 5x12 10x10 6x6 6x6 4x6 4x6 3x6 4x6 4x8 3x16 MT18HS3x6 4x6 4x6 8x8 2x4 8-7-88-7-8 17-5-128-10-4 26-6-59-0-9 35-6-149-0-9 46-1-1510-7-1 53-11-87-9-9 -1-0-0 1-0-0 8-7-8 8-7-8 16-1-9 7-6-1 17-5-12 1-4-3 23-7-11 6-1-15 31-1-12 7-6-1 38-7-13 7-6-1 46-1-15 7-6-1 53-11-8 7-9-9 1-1-06-10-08.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-12], [6:0-3-0,Edge], [11:0-3-8,0-2-0], [13:0-3-8,Edge], [21:0-4-0,0-4-8], [23:0-2-12,0-0-0], [23:0-5-0,0-9-2] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 1.00 0.75 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.34 0.06 (loc) 15-17 15-17 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 291 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SP 2400F 2.0E, 3-6: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 19-21: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 13-14,7-20,10-15,11-14: 2x4 SPF No.2, 2-23: 2x6 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 (2-4-4 max.): 3-13. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 8-18, 10-15, 2-22 2 Rows at 1/3 pts 7-20, 11-14 REACTIONS. (size)14=0-5-8, 23=0-5-8, 20=0-3-8 Max Horz 23=186(LC 25) Max Uplift 14=-985(LC 5), 23=-168(LC 8), 20=-1822(LC 5) Max Grav 14=1957(LC 1), 23=563(LC 34), 20=3933(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-256/139, 4-5=-673/1422, 5-7=-672/1423, 7-8=-1123/483, 8-10=-2363/1157, 10-11=-1936/1005, 13-14=-310/213, 2-23=-347/114 BOT CHORD 22-23=-339/726, 21-22=-786/398, 20-21=-786/398, 18-20=-280/492, 17-18=-1017/1955, 15-17=-1303/2426, 14-15=-1005/1907 WEBS 3-22=-530/311, 4-22=-535/1252, 4-20=-1395/761, 7-20=-2716/1288, 7-18=-590/1549, 8-18=-1458/872, 8-17=-295/694, 10-17=-211/308, 10-15=-697/393, 11-15=-212/921, 11-14=-2395/1206, 2-22=-563/279, 5-20=-456/299 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) 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) except (jt=lb) 14=985, 23=168, 20=1822. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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 March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss TG10 Truss Type HALF HIP GIRDER Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216473 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:33 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-FLpi20eflK9_vkuXm8L79_HmPdztRNG1qiG0ErzaMs0 NOTES-(10-11) 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 46 lb up at 4-0-12, 9 lb down and 30 lb up at 6-0-12, 99 lb down and 132 lb up at 8-0-12, 118 lb down and 138 lb up at 10-0-12, 118 lb down and 138 lb up at 12-0-12, 118 lb down and 138 lb up at 14-0-12, 118 lb down and 138 lb up at 16-0-12, 97 lb down and 110 lb up at 18-0-12, 97 lb down and 110 lb up at 20-0-12, 97 lb down and 110 lb up at 22-0-12, 97 lb down and 110 lb up at 24-0-12, 97 lb down and 110 lb up at 26-0-12, 97 lb down and 110 lb up at 28-0-12, 97 lb down and 110 lb up at 30-0-12, 97 lb down and 110 lb up at 32-0-12, 118 lb down and 138 lb up at 34-0-12, 118 lb down and 138 lb up at 36-0-12, 118 lb down and 138 lb up at 38-0-12, 118 lb down and 138 lb up at 40-0-12, 118 lb down and 138 lb up at 42-0-12, 118 lb down and 138 lb up at 44-0-12, 121 lb down and 138 lb up at 46-0-12, 121 lb down and 138 lb up at 48-0-12, and 121 lb down and 138 lb up at 50-0-12, and 121 lb down and 138 lb up at 52-0-12 on top chord, and 155 lb down and 107 lb up at 2-0-12, 65 lb down and 35 lb up at 4-0-12, 101 lb down and 81 lb up at 6-0-12, 48 lb down and 33 lb up at 8-0-12, 49 lb down and 30 lb up at 10-0-12, 49 lb down and 30 lb up at 12-0-12, 49 lb down and 30 lb up at 14-0-12, 49 lb down and 30 lb up at 16-0-12, 33 lb down at 18-0-12, 33 lb down at 20-0-12, 33 lb down at 22-0-12, 33 lb down at 24-0-12, 33 lb down at 26-0-12, 33 lb down at 28-0-12, 33 lb down at 30-0-12, 33 lb down at 32-0-12, 49 lb down and 30 lb up at 34-0-12, 49 lb down and 30 lb up at 36-0-12, 49 lb down and 30 lb up at 38-0-12, 49 lb down and 30 lb up at 40-0-12, 49 lb down and 30 lb up at 42-0-12, 49 lb down and 30 lb up at 44-0-12, 50 lb down and 23 lb up at 46-0-12, 50 lb down and 23 lb up at 48-0-12, and 50 lb down and 23 lb up at 50-0-12, and 50 lb down and 23 lb up at 52-0-12 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, 3-13=-60, 14-23=-20 Concentrated Loads (lb) Vert: 4=-57(F) 15=-35(F) 11=-68(F) 16=-28(F) 19=-13(F) 21=-28(F) 24=-17(F) 26=-53(F) 27=-57(F) 28=-57(F) 29=-57(F) 30=-47(F) 31=-47(F) 32=-47(F) 33=-47(F) 34=-47(F) 35=-47(F) 36=-47(F) 37=-47(F) 38=-57(F) 39=-57(F) 40=-57(F) 41=-57(F) 42=-57(F) 43=-57(F) 44=-68(F) 45=-68(F) 46=-68(F) 47=-34(F) 48=-65(F) 49=-99(F) 50=-29(F) 51=-28(F) 52=-28(F) 53=-28(F) 54=-13(F) 55=-13(F) 56=-13(F) 57=-13(F) 58=-13(F) 59=-13(F) 60=-13(F) 61=-28(F) 62=-28(F) 63=-28(F) 64=-28(F) 65=-28(F) 66=-35(F) 67=-35(F) 68=-35(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V01 Truss Type Valley Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216474 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-FLpi20eflK9_vkuXm8L79_HzHd1zRaz1qiG0ErzaMs0 Scale = 1:13.8 1 2 3 3x4 3x4 3x4 5-5-105-5-10 5-6-00-0-6 2-9-0 2-9-0 5-6-0 2-9-0 0-0-41-10-00-0-48.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)1=5-5-4, 3=5-5-4 Max Horz 1=-29(LC 6) Max Grav 1=192(LC 1), 3=192(LC 1) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V02 Truss Type Valley Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216475 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-jXN4GMeHWdHrXuTjKrsMiBq9a1RMA1DA3M?amHzaMs? Scale = 1:9.4 1 2 3 3x4 3x4 3x4 3-11-103-11-10 4-0-00-0-6 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-4-00-0-48.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)1=3-11-4, 3=3-11-4 Max Horz 1=-20(LC 6) Max Grav 1=132(LC 1), 3=132(LC 1) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V03 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216476 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-BjxSTifvHxPi822vuZNbFPMJqRobvSrJH0l7IjzaMs_ Scale = 1:54.6 1 2 3 4 8 7 6 5 3x6 4x6 3x4 3x4 2x4 2x4 2x4 9-9-09-9-0 6-8-12 6-8-12 9-9-0 3-0-4 0-8-58-6-85-0-314.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-1-4], [3:Edge,0-1-14], [5:Edge,0-2-8], [8:0-0-0,0-1-4] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.15 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 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 3-6 REACTIONS.All bearings 9-9-0. (lb) - Max Horz 8=194(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 8=-132(LC 6), 7=-193(LC 10) Max Grav All reactions 250 lb or less at joint(s) 8, 5 except 6=342(LC 17), 7=368(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-274/131, 2-7=-296/223 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-3 to 3-1-3, Interior(1) 3-1-3 to 3-8-12, Exterior(2R) 3-8-12 to 6-8-12, Exterior(2E) 6-8-12 to 9-7-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 8=132, 7=193. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V04 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216477 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-fvVqg2gX2FXZmCd5SGuqncvQLr8hetOTWgUgp9zaMrz Scale = 1:48.5 1 2 3 4 7 6 53x4 3x4 3x4 3x4 2x4 2x4 2x4 8-11-98-11-9 5-11-5 5-11-5 8-11-9 3-0-4 0-3-57-2-83-8-314.00 12 Plate Offsets (X,Y)-- [1:0-3-9,0-0-6], [5: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.16 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 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 8-11-9. (lb) - Max Horz 1=160(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-133(LC 8), 7=-192(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=312(LC 17), 7=362(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-325/233 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 5-11-5, Exterior(2E) 5-11-5 to 8-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=133, 7=192. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V05 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216478 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-fvVqg2gX2FXZmCd5SGuqncvK8r6QeuXTWgUgp9zaMrz Scale = 1:40.0 1 2 3 5 43x4 4x6 3x4 3x4 2x4 8-0-118-0-11 5-0-7 5-0-7 8-0-11 3-0-4 0-0-45-10-82-4-314.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14], [4: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.78 0.31 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 8-0-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=8-0-11, 4=8-0-11, 5=8-0-11 Max Horz 1=122(LC 7) Max Uplift 1=-34(LC 11), 4=-58(LC 11), 5=-24(LC 7) Max Grav 1=213(LC 18), 4=134(LC 18), 5=378(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-277/84 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-6 to 3-3-6, Exterior(2R) 3-3-6 to 5-0-7, Exterior(2E) 5-0-7 to 7-11-8 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, 4, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V06 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216479 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-763CuNh9pYfQOMCI?zP3KqRZrFTgNNLclKEEMczaMry Scale = 1:31.1 1 2 3 5 43x4 3x4 3x4 3x4 2x4 6-10-156-10-15 3-10-11 3-10-11 6-10-15 3-0-4 0-0-44-6-81-0-314.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [4: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.18 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-10-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-10-15, 4=6-10-15, 5=6-10-15 Max Horz 1=87(LC 7) Max Uplift 1=-56(LC 11), 4=-62(LC 11), 5=-4(LC 7) Max Grav 1=165(LC 18), 4=128(LC 18), 5=315(LC 17) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 3-2-11, Exterior(2R) 3-2-11 to 3-10-11, Exterior(2E) 3-10-11 to 6-9-11 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, 4, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V07 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216480 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-bIda5jinasnH0VnUZhxIs1_obeq56qsmz_znu2zaMrx Scale = 1:22.7 1 2 3 43x4 3x4 3x4 2x4 5-6-05-6-0 2-9-0 2-9-0 5-6-0 2-9-0 0-0-43-2-80-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.10 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 5-6-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-6-0, 3=5-6-0, 4=5-6-0 Max Horz 1=-55(LC 6) Max Uplift 1=-17(LC 11), 3=-11(LC 10) Max Grav 1=125(LC 1), 3=125(LC 1), 4=156(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V08 Truss Type Valley Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216481 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-bIda5jinasnH0VnUZhxIs1_ryerC6q4mz_znu2zaMrx Scale = 1:12.2 1 2 3 4 3x4 3x4 3x4 2x4 0-0-30-0-3 3-2-93-2-6 1-7-5 1-7-5 3-2-9 1-7-5 0-0-41-10-80-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 7 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 3-2-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-2-2, 3=3-2-2, 4=3-2-2 Max Horz 1=-30(LC 6) Max Uplift 1=-9(LC 11), 3=-6(LC 10) Max Grav 1=69(LC 1), 3=69(LC 1), 4=85(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V09 Truss Type GABLE Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216482 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-3UBzJ3iPLAw8dfMg7OSXPFXxj28prCRvCejKQUzaMrw Scale = 1:71.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x4 3x6 4x6 4x6 3x6 3x8 MT18HS3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-9-117-9-1 4-3-10 4-3-10 9-4-6 5-0-11 17-9-1 8-4-11 6-2-911-2-131-5-511-2-1314.00 12 Plate Offsets (X,Y)-- [3:0-2-11,Edge], [6:0-2-11,Edge], [10:0-3-8,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.20 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 91 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 OTHERS 2x3 SPF No.2 *Except* 5-13,4-14: 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.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 4-14 REACTIONS.All bearings 17-9-1. (lb) - Max Horz 17=-254(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 17, 13, 14 except 10=-531(LC 9), 16=-102(LC 10), 12=-162(LC 11), 11=-402(LC 11) Max Grav All reactions 250 lb or less at joint(s) 17 except 10=580(LC 6), 13=328(LC 24), 14=345(LC 23), 16=328(LC 17), 12=374(LC 18), 11=536(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-274/232, 8-9=-437/384, 9-10=-405/352 WEBS 4-14=-263/51, 7-12=-295/215, 8-11=-344/316 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-3 to 3-1-3, Exterior(2R) 3-1-3 to 13-7-4, Interior(1) 13-7-4 to 14-7-14, Exterior(2E) 14-7-14 to 17-7-14 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) Gable requires continuous bottom chord bearing. 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) 17, 13, 14 except (jt=lb) 10=531, 16=102, 12=162, 11=402. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V10 Truss Type Valley Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216483 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-XhkLWPj26T2?Fpxth6zmyS37VSU7ae_3RISuyxzaMrv Scale = 1:78.0 1 2 3 4 5 6 13 12 11 10 9 8 7 3x4 3x4 4x6 5x12 4x6 2x4 2x4 2x4 2x4 2x4 2x4 16-10-1316-10-13 6-10-0 6-10-0 16-10-13 10-0-13 4-10-912-10-31-1-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [6:0-1-7,0-1-4], [7:0-0-0,0-1-4], [11:0-0-0,0-1-12], [11:0-3-0,0-1-4], [12:0-1-4,0-0-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.19 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF-S Stud 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 16-10-13. (lb) - Max Horz 13=-272(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13 except 7=-303(LC 9), 10=-117(LC 8), 12=-161(LC 10), 9=-167(LC 11), 8=-234(LC 11) Max Grav All reactions 250 lb or less at joint(s) 13 except 7=378(LC 6), 10=414(LC 18), 12=344(LC 17), 9=367(LC 18), 8=386(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/306, 3-4=-299/309, 4-5=-301/284, 5-6=-380/349, 6-7=-304/251 WEBS 3-10=-382/228, 2-12=-255/211, 4-9=-292/221, 5-8=-270/224 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-3 to 2-9-15, Interior(1) 2-9-15 to 3-10-0, Exterior(2R) 3-10-0 to 9-10-0, Interior(1) 9-10-0 to 13-9-10, Exterior(2E) 13-9-10 to 16-9-10 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) 13 except (jt=lb) 7=303, 10=117, 12=161, 9=167, 8=234. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V11 Truss Type Valley Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216484 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-0tIjklkgsnAstzW3EpU?UgcJ0srAJ7LCgxCRVNzaMru Scale = 1:70.6 1 2 3 4 5 6 13 12 11 10 9 8 7 3x4 3x4 4x6 3x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 16-0-816-0-8 6-10-0 6-10-0 16-0-8 9-2-8 3-6-911-6-30-9-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [6:0-1-7,0-1-4], [6:Edge,0-2-8], [7:0-0-0,0-1-4], [11:0-0-0,0-1-12], [11:0-3-0,0-1-4], [12:0-1-4,0-0-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.14 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF-S Stud 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 16-0-8. (lb) - Max Horz 13=-236(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13, 10 except 7=-328(LC 9), 12=-167(LC 10), 9=-173(LC 11), 8=-222(LC 11) Max Grav All reactions 250 lb or less at joint(s) 13 except 7=349(LC 6), 10=397(LC 18), 12=341(LC 17), 9=372(LC 18), 8=373(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/280, 3-4=-278/282, 4-5=-288/266, 5-6=-355/334, 6-7=-291/263 WEBS 3-10=-343/196, 2-12=-260/209, 4-9=-295/224, 5-8=-266/221 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-3 to 2-9-15, Interior(1) 2-9-15 to 3-10-0, Exterior(2R) 3-10-0 to 9-10-0, Interior(1) 9-10-0 to 12-11-5, Exterior(2E) 12-11-5 to 15-11-5 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) 13, 10 except (jt=lb) 7=328, 12=167, 9=173, 8=222. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V12 Truss Type Valley Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216485 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-U3s5x5lId5IjU74FoX?E1t9VzGCm2bNLubx?1pzaMrt Scale = 1:62.6 1 2 3 4 5 9 8 7 6 3x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-2-315-2-3 6-10-0 6-10-0 15-2-3 8-4-3 2-2-910-2-30-5-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [5: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.12 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 62 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 15-2-3. (lb) - Max Horz 9=-200(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 7 except 5=-121(LC 7), 8=-182(LC 10), 6=-211(LC 11) Max Grav All reactions 250 lb or less at joint(s) 9 except 5=260(LC 17), 7=361(LC 19), 8=345(LC 17), 6=432(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-250/246, 4-5=-266/235 WEBS 3-7=-283/155, 2-8=-271/213, 4-6=-320/242 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-3 to 2-9-15, Interior(1) 2-9-15 to 3-10-0, Exterior(2R) 3-10-0 to 9-10-0, Interior(1) 9-10-0 to 12-0-7, Exterior(2E) 12-0-7 to 15-0-7 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=121, 8=182, 6=211. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V13 Truss Type Valley Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216486 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-U3s5x5lId5IjU74FoX?E1t9VTGCA2dfLubx?1pzaMrt Scale = 1:54.4 1 2 3 4 5 9 8 7 6 3x8 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-5-114-5-1 6-10-0 6-10-0 14-5-1 7-7-1 0-10-98-10-30-0-414.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-1-4], [3:Edge,0-1-14], [9:0-0-0,0-1-4] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.09 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 14-4-13. (lb) - Max Horz 9=-164(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 5 except 8=-193(LC 10), 6=-175(LC 11) Max Grav All reactions 250 lb or less at joint(s) 9, 5, 7 except 8=345(LC 17), 6=367(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-273/215, 4-6=-282/209 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-3 to 2-9-15, Interior(1) 2-9-15 to 3-10-0, Exterior(2R) 3-10-0 to 9-10-0, Interior(1) 9-10-0 to 10-10-1, Exterior(2E) 10-10-1 to 14-1-4 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=193, 6=175. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V14 Truss Type Valley Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216487 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-yGQT8RlwOOQa6HfSMEWTZ5heifYKn3gV7FhYZFzaMrs Scale = 1:46.3 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-30-0-3 12-10-1012-10-7 6-5-5 6-5-5 12-10-10 6-5-5 0-0-47-6-30-0-414.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.10 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 12-10-3. (lb) - Max Horz 1=-135(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-155(LC 10), 6=-155(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=319(LC 17), 6=319(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-255/194, 4-6=-255/194 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 9-7-5, Exterior(2E) 9-7-5 to 12-7-5 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=155, 6=155. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V15 Truss Type Valley Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216488 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-QS_sMnmY9iYRkQEewy1i6IEmL3r6WWKeMvQ55izaMrr Scale = 1:42.7 1 2 3 43x6 7x16 MT18HS 3x6 2x4 10-7-010-7-0 10-7-30-0-3 5-3-10 5-3-10 10-7-3 5-3-10 0-0-46-2-30-0-414.00 12 Plate Offsets (X,Y)-- [2:0-1-13,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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.51 0.26 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 29 lb FT = 20% GRIP 197/144 197/144 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. (size)1=10-6-12, 3=10-6-12, 4=10-6-12 Max Horz 1=-110(LC 6) Max Uplift 1=-7(LC 11) Max Grav 1=221(LC 1), 3=221(LC 1), 4=361(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 7-3-14, Exterior(2E) 7-3-14 to 10-3-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V16 Truss Type Valley Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216489 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-ueYEZ7nAw0gHLapqTfZxfWnwaTBVF_noaZAfe8zaMrq Scale = 1:33.0 1 2 3 43x4 3x4 3x4 2x4 0-0-30-0-3 8-3-128-3-9 4-1-14 4-1-14 8-3-12 4-1-14 0-0-44-10-30-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.25 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)1=8-3-6, 3=8-3-6, 4=8-3-6 Max Horz 1=86(LC 7) Max Uplift 1=-26(LC 11), 3=-17(LC 10) Max Grav 1=195(LC 1), 3=195(LC 1), 4=243(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 3-2-11, Exterior(2R) 3-2-11 to 5-1-1, Exterior(2E) 5-1-1 to 8-1-1 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 13_HERITAGE_AT_SPRIN~L Truss V17 Truss Type Valley Qty 1 Ply 1 13 Heritage at Spring Mill Job Reference (optional) I45216490 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 16 11:57:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-ueYEZ7nAw0gHLapqTfZxfWn_2TDOF?UoaZAfe8zaMrq Scale = 1:24.7 1 2 3 43x4 3x4 3x4 2x4 6-0-66-0-6 3-0-3 3-0-3 6-0-6 3-0-3 0-0-43-6-30-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.12 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) 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. (size)1=6-0-6, 3=6-0-6, 4=6-0-6 Max Horz 1=61(LC 9) Max Uplift 1=-18(LC 11), 3=-12(LC 10) Max Grav 1=139(LC 1), 3=139(LC 1), 4=172(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). March 16,2021 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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