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HomeMy WebLinkAboutI46097957.34_Estates_at_Towne_Meadow16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). May 13,2021 Johnson, Andrew Pages or sheets covered by this seal: I46097957 thru I46098051 My license renewal date for the state of Indiana is July 31, 2022. 34_Estates_at_Towne_Meadow 34 Estates at Towne Meadow 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 34_ESTATES_AT_TOWNE_~W Truss CG01 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097957 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-xLn3vPh7Jk9fOgHbHYUkAJRje5KhSLaYmyVZLNzH8?e Scale = 1:15.8 1 2 5 6 3 7 4 3x4 3x4 2-9-102-9-10 -1-4-9 1-4-9 2-9-10 2-9-10 1-2-02-6-125.98 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 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 2-9-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-7, 3=Mechanical, 4=Mechanical Max Horz 5=46(LC 8) Max Uplift 5=-8(LC 8), 3=-35(LC 8), 4=-2(LC 8) Max Grav 5=219(LC 1), 3=59(LC 31), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 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 8 lb uplift at joint 5, 35 lb uplift at joint 3 and 2 lb uplift at joint 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 35 lb up at 2-2-3 on top chord, and 10 lb down and 11 lb up at 2-2-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(B) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss CG02 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097958 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-PXKR6lil41HW?psnqG?zjX_uNVgwBoph?cF6tpzH8?d Scale = 1:15.8 1 2 5 6 3 7 4 3x4 3x4 2-9-102-9-10 -1-4-9 1-4-9 2-9-10 2-9-10 1-2-02-6-120-4-112-2-22-6-125.98 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 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 2-9-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-7, 3=Mechanical, 4=Mechanical Max Horz 5=46(LC 8) Max Uplift 5=-8(LC 8), 3=-35(LC 8), 4=-2(LC 8) Max Grav 5=219(LC 1), 3=59(LC 31), 4=50(LC 3) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 5, 35 lb uplift at joint 3 and 2 lb uplift at joint 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 35 lb up at 2-2-3 on top chord, and 10 lb down and 11 lb up at 2-2-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(F) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss CG03 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097959 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ujupK4jOrLPNdzRzOzWCFkW37v?mwFlrEG_gPFzH8?c Scale = 1:25.4 1 2 6 5 4 7 3 8 3x4 3x4 3x4 2-5-152-5-15 -1-4-9 1-4-9 2-5-15 2-5-15 3-2-04-4-154-0-44-4-155.98 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 0.15 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 2-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-4-7, 3=Mechanical, 5=Mechanical Max Horz 6=73(LC 5) Max Uplift 6=-61(LC 4), 3=-31(LC 8), 5=-81(LC 5) Max Grav 6=196(LC 36), 3=29(LC 1), 5=88(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 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 61 lb uplift at joint 6, 31 lb uplift at joint 3 and 81 lb uplift at joint 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 115 lb up at 1-0-10 on top chord, and 75 lb down and 73 lb up at 1-0-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 4-6=-20 Concentrated Loads (lb) Vert: 7=31(B) 8=1(B) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss CG04 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097960 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-MwSBXQj0cfXEF70Ayg2Roy3EtJMufiJ_SwkDxizH8?b Scale = 1:14.1 1 2 5 6 3 7 4 3x4 3x4 2-1-32-1-3 -1-4-9 1-4-9 2-1-3 2-1-3 1-2-02-2-90-4-111-9-142-2-95.98 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.03 0.00 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-7, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 5) Max Uplift 5=-10(LC 8), 3=-23(LC 8), 4=-4(LC 8) Max Grav 5=200(LC 1), 3=34(LC 31), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 5, 23 lb uplift at joint 3 and 4 lb uplift at joint 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 20 lb up at 1-4-12 on top chord, and 8 lb down and 11 lb up at 1-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 4-5=-20 Concentrated Loads (lb) Vert: 7=2(B) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097961 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-q60almkeNyf5sHbMWOZgL9cQwiiMO9K8haTmU8zH8?a Scale = 1:26.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 4x6 3x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-1-47-1-4 14-2-87-1-4 -0-11-0 0-11-0 7-1-4 7-1-4 14-2-8 7-1-4 15-1-8 0-11-0 0-9-03-1-70-9-01-1-54.00 12 2.00 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 0.06 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 84 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. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-2-8. (lb) - Max Horz 24=20(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 19, 14, 20, 21, 22, 23, 18, 17, 16, 15 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) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 4-1-4, Corner(3R) 4-1-4 to 10-1-4, Exterior(2N) 10-1-4 to 12-1-8, Corner(3E) 12-1-8 to 15-1-8 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 19, 20, 21, 22, 23, 18, 17, 16, 15. 10) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097962 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-IIayy6lG8GnyURAY354vtN8Xs6_r7cpHwEDK0azH8?Z Scale = 1:15.6 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x6 3x6 3x4 -0-11-0 0-11-0 5-11-8 5-11-8 0-8-82-5-63.50 12 Plate Offsets (X,Y)-- [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-R 0.37 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.02 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=5-11-8, 4=5-11-8 Max Horz 5=66(LC 7) Max Uplift 5=-36(LC 6), 4=-15(LC 10) Max Grav 5=298(LC 1), 4=222(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-253/253 NOTES- 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(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 2-10-4, Corner(3E) 2-10-4 to 5-10-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097963 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-mV8K9Smuuavp6bkldpb8QahnlWOds2_Q8uytY0zH8?Y Scale = 1:35.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 4x6 3x12 5x6 3x12 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-011-11-0 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-2-05-7-101-2-09.00 12 Plate Offsets (X,Y)-- [2:0-9-10,Edge], [12:0-9-10,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-SH 0.04 0.03 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E - 2-0-0, Right 2x8 SP 2400F 2.0E -t 2-0-0 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 11-11-0. (lb) - Max Horz 2=94(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 19, 20, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 17, 18, 19, 20, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 2-11-8, Corner(3R) 2-11-8 to 8-11-8, Exterior(2N) 8-11-8 to 9-10-0, Corner(3E) 9-10-0 to 12-10-0 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 19, 20, 16, 15, 14. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097964 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-EhiiNonWft1gjkJxBW6NyoExPwjnbVOaNXiR4TzH8?X Scale = 1:41.8 Sheet Back Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 4x6 3x12 5x6 3x12 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-11-014-11-0 -0-11-0 0-11-0 7-5-8 7-5-8 14-11-0 7-5-8 15-10-0 0-11-0 1-2-06-9-21-2-09.00 12 Plate Offsets (X,Y)-- [2:0-9-10,Edge], [14:0-9-10,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-SH 0.05 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 14 14 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 201 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E -t 1-11-13, Right 2x8 SP 2400F 2.0E -t 1-11-13 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 14-11-0. (lb) - Max Horz 2=-114(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 24, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 14, 20, 21, 22, 23, 24, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) -0-11-0 to 2-1-8, Exterior(2N) 2-1-8 to 4-5-8, Corner(3R) 4-5-8 to 10-5-8, Exterior(2N) 10-5-8 to 12-9-8, Corner(3E) 12-9-8 to 15-10-0 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 24, 19, 18, 17, 16. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss GE05 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097965 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-itG4a8n8QB9WLuu7lEdcV?m4vK3EJzDjcBR_dvzH8?W Scale = 1:13.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 3-11-8 3-11-8 0-9-02-0-134.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-11-8. (lb) - Max Horz 9=56(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 9, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 9, 7, 8 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 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9, 7, 8. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J01 Truss Type JACK-OPEN Qty 3 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097966 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-itG4a8n8QB9WLuu7lEdcV?m2uK1NJzYjcBR_dvzH8?W Scale = 1:22.0 1 2 5 3 4 3x6 3x4 3-5-123-5-12 -0-11-0 0-11-0 3-5-12 3-5-12 1-2-03-9-53-3-133-9-59.00 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 0.26 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-12 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=79(LC 10) Max Uplift 3=-56(LC 10) Max Grav 5=203(LC 1), 3=94(LC 17), 4=64(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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J02 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097967 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-A4pToUonBVINz2TJIx8r2DJGijPv2QotrrBX9LzH8?V Scale = 1:14.6 1 2 5 3 43x4 3x4 1-10-01-10-0 -0-11-0 0-11-0 1-10-0 1-10-0 1-1-02-3-111-10-72-3-118.00 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 0.13 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (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 1-10-0 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=40(LC 10) Max Uplift 3=-28(LC 10), 4=-1(LC 10) Max Grav 5=148(LC 1), 3=41(LC 17), 4=33(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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J03 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097968 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-A4pToUonBVINz2TJIx8r2DJGijPv2QotrrBX9LzH8?V Scale = 1:14.6 1 2 5 3 43x4 3x4 1-10-01-10-0 -0-11-0 0-11-0 1-10-0 1-10-0 1-1-02-3-111-10-72-3-118.00 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 0.13 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (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 1-10-0 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=40(LC 10) Max Uplift 3=-28(LC 10), 4=-1(LC 10) Max Grav 5=148(LC 1), 3=41(LC 17), 4=33(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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J04 Truss Type JACK-OPEN STRUCTURAL Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097969 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fGNr?ppPyoQEaC2Wsfg4aQrN67lFnt203Vw5hozH8?U Scale = 1:11.0 1 2 5 3 4 3x4 3x4 2-0-52-0-5 -2-3-7 2-3-7 2-0-5 2-0-5 1-1-01-7-81-3-71-7-83.21 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 0.34 0.05 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=0-7-0, 4=Mechanical Max Horz 5=30(LC 9) Max Uplift 3=-21(LC 1), 5=-91(LC 6) Max Grav 3=12(LC 6), 5=310(LC 1), 4=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-276/294 NOTES- 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 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) 3, 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097970 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7SxDD9q1j6Y5CMdiQMBJ7eOcKX41WKIAI9geEEzH8?T Scale = 1:11.1 1 2 5 3 4 3x6 3-3-03-3-0 -0-11-0 0-11-0 3-3-0 3-3-0 0-8-81-7-141-3-131-7-143.50 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 0.12 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 3-3-0 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=31(LC 6) Max Uplift 5=-28(LC 6), 3=-25(LC 10) Max Grav 5=195(LC 1), 3=81(LC 1), 4=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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, 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J06 Truss Type JACK-OPEN STRUCTURAL Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097971 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7SxDD9q1j6Y5CMdiQMBJ7eOYsX5UWKIAI9geEEzH8?T Scale = 1:11.0 1 2 5 3 4 3x4 3x4 2-0-52-0-5 -2-3-7 2-3-7 2-0-5 2-0-5 1-1-01-7-81-3-71-7-83.21 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 0.34 0.05 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=0-7-0, 4=Mechanical Max Horz 5=30(LC 9) Max Uplift 3=-21(LC 1), 5=-91(LC 6) Max Grav 3=12(LC 6), 5=310(LC 1), 4=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-276/294 NOTES- 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 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) 3, 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J07 Truss Type MONO TRUSS Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097972 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bfVbQVqfUQgyqWCu_3iYfrxmfxR?Fn2JXpPCmgzH8?S Scale = 1:25.5 1 2 3 5 4 3x4 3x4 3x4 3x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 3-1-04-5-08.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 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 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, 4=Mechanical Max Horz 5=115(LC 5) Max Uplift 4=-125(LC 5) Max Grav 5=909(LC 1), 4=140(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 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) except (jt=lb) 4=125. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 759 lb down at 0-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 4-5=-20, 1-2=-60, 2-3=-60 Concentrated Loads (lb) Vert: 5=-759(B) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J08 Truss Type JACK-OPEN Qty 4 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097973 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bfVbQVqfUQgyqWCu_3iYfrxdWxN4FnYJXpPCmgzH8?S Scale = 1:25.5 1 2 5 3 4 5x10 MT18HS 4x6 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 3-1-04-5-08.00 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 0.73 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.17 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 9 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 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, 4=Mechanical, 3=Mechanical Max Horz 5=-72(LC 8) Max Uplift 4=-31(LC 7), 3=-51(LC 10) Max Grav 5=153(LC 1), 4=58(LC 8), 3=62(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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, 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097974 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-3r3zdrrHFjopRfn5XnDnC3Tq8LjF_EoSlT9lI6zH8?R Scale = 1:22.2 1 2 5 3 4 3x8 MT18HS 3x8 0-11-140-11-14 -0-11-0 0-11-0 0-11-14 0-11-14 3-1-03-8-150-5-33-3-123-8-158.00 12 Plate Offsets (X,Y)-- [2:0-4-3,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 0.61 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.12 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 6 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 0-11-14 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=-65(LC 8) Max Uplift 5=-58(LC 8), 3=-53(LC 7), 4=-68(LC 7) Max Grav 5=147(LC 18), 3=45(LC 8), 4=83(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 5, 3, 4. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J10 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097975 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-X1dMrBsv01wg3pMH5Uk0lG061k6Jjh1c_7uIqZzH8?Q Scale = 1:11.7 1 2 5 3 43x4 3x4 1-1-141-1-14 -1-4-9 1-4-9 1-1-14 1-1-14 1-2-01-8-150-4-111-4-41-8-155.98 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 0.15 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-1-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-7, 3=Mechanical, 4=Mechanical Max Horz 5=32(LC 7) Max Uplift 5=-11(LC 10), 3=-25(LC 1), 4=-6(LC 7) Max Grav 5=194(LC 1), 3=4(LC 6), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J11 Truss Type JACK-OPEN Qty 3 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097976 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-X1dMrBsv01wg3pMH5Uk0lG05Lk5djh1c_7uIqZzH8?Q Scale = 1:11.7 1 2 3 5 43x4 3x4 1-0-01-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 1-1-01-9-08.00 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 0.20 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 4=-27(LC 7) Max Grav 5=132(LC 1), 4=20(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J12 Truss Type JACK-OPEN Qty 21 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097977 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-?DBk2XtXnL2XhzwTfCFFHUZGH8Q2S8blDnesN?zH8?P Scale: 1/2"=1' 1 2 3 5 4 3x6 3x6 2x4 2x4 4-0-84-0-8 -0-11-0 0-11-0 4-0-8 4-0-8 1-2-04-2-60-3-89.00 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-SH 0.25 0.14 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 4-5 4-5 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* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=89(LC 10) Max Uplift 4=-56(LC 10) Max Grav 5=221(LC 1), 4=155(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J13 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097978 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-?DBk2XtXnL2XhzwTfCFFHUZG18RpS8HlDnesN?zH8?P Scale = 1:17.3 1 2 5 6 3 7 4 3x4 3x4 3-4-113-4-11 -1-4-9 1-4-9 3-4-11 3-4-11 1-2-02-10-40-4-112-5-102-10-45.98 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 0.20 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-7, 3=Mechanical, 4=Mechanical Max Horz 5=54(LC 10) Max Uplift 5=-4(LC 10), 3=-56(LC 10) Max Grav 5=239(LC 1), 3=81(LC 35), 4=68(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) -1-4-9 to 2-10-6, Exterior(2R) 2-10-6 to 3-3-15 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 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. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 65 lb up at 3-0-5 on top chord, and 17 lb down at 3-0-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 4-5=-20 Concentrated Loads (lb) Vert: 6=-2(B) 7=-5(B) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J14 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097979 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-TQl6GttAYeAOI7VgDvnUqh5SbYnIBaXvSRNPvRzH8?O Scale = 1:16.7 1 2 5 3 4 3x4 3x4 2-5-102-5-10 -0-11-0 0-11-0 2-5-10 2-5-10 1-1-02-8-122-3-92-8-128.00 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 0.15 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 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=51(LC 10) Max Uplift 3=-36(LC 10) Max Grav 5=167(LC 1), 3=61(LC 17), 4=44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J15 Truss Type JACK-OPEN Qty 5 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097980 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-xcIUTDuoJyIFwH4smdIjMvedxy7Lw1n2g57zRuzH8?N Scale = 1:17.1 1 2 5 3 4 3x4 3x4 2-2-02-2-0 -0-11-0 0-11-0 2-2-0 2-2-0 1-2-02-9-80-5-82-4-02-9-89.00 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 0.17 0.08 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=51(LC 10) Max Uplift 3=-37(LC 10), 4=-2(LC 10) Max Grav 5=157(LC 1), 3=52(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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J16 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097981 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-xcIUTDuoJyIFwH4smdIjMvedky8sw1n2g57zRuzH8?N Scale = 1:13.7 1 2 5 3 4 3x4 3x4 2-2-132-2-13 -1-6-13 1-6-13 2-2-13 2-2-13 1-2-02-1-120-4-81-9-52-1-125.27 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 0.19 0.05 0.00 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-15, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 7) Max Uplift 5=-13(LC 6), 3=-20(LC 10) Max Grav 5=224(LC 1), 3=27(LC 1), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J17 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097982 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QosshZvQ4GQ6YRf2KKpyv6BoUMU5fU1BvlsWzKzH8?M Scale = 1:13.7 1 2 5 3 4 3x4 3x4 2-2-132-2-13 -1-6-13 1-6-13 2-2-13 2-2-13 1-2-02-1-120-4-81-9-52-1-125.27 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 0.19 0.05 0.00 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-15, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 7) Max Uplift 5=-13(LC 6), 3=-20(LC 10) Max Grav 5=224(LC 1), 3=27(LC 1), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J18 Truss Type JACK-OPEN Qty 12 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097983 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QosshZvQ4GQ6YRf2KKpyv6BmUMRdfT_BvlsWzKzH8?M Scale = 1:27.4 1 2 3 5 4 4x6 3x6 2x4 2x4 4-11-84-11-8 -0-11-0 0-11-0 4-11-8 4-11-8 1-2-04-10-100-3-89.00 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-SH 0.31 0.21 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=108(LC 10) Max Uplift 4=-66(LC 10) Max Grav 5=256(LC 1), 4=193(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J19 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097984 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-u?QFuuw2rZYzAaEEu2KBSKj_ClqIOxHL8Pc3WmzH8?L Scale = 1:14.1 1 2 5 3 43x4 3x4 1-8-71-8-7 -0-11-0 0-11-0 1-8-7 1-8-7 1-1-02-2-101-9-72-2-108.00 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 0.12 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-7 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=38(LC 10) Max Uplift 3=-26(LC 10), 4=-2(LC 10) Max Grav 5=144(LC 1), 3=36(LC 17), 4=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J20 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097985 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-u?QFuuw2rZYzAaEEu2KBSKj_KlqROxHL8Pc3WmzH8?L Scale = 1:12.6 1 2 5 3 43x4 3x4 1-3-01-3-0 -0-11-0 0-11-0 1-3-0 1-3-0 1-1-01-11-01-5-131-11-08.00 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 0.12 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-3-0 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=32(LC 7) Max Uplift 3=-19(LC 10), 4=-5(LC 10) Max Grav 5=134(LC 1), 3=16(LC 17), 4=21(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss J21 Truss Type JACK-OPEN Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097986 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-MB_d5ExgbtgqnkpRSlrQ_XG939887OWUM3Ld2DzH8?K Scale = 1:11.1 1 2 5 3 4 3x6 3-3-03-3-0 -0-11-0 0-11-0 3-3-0 3-3-0 0-8-81-7-141-3-131-7-143.50 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 0.12 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 3-3-0 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=31(LC 6) Max Uplift 5=-28(LC 6), 3=-25(LC 10) Max Grav 5=195(LC 1), 3=81(LC 1), 4=58(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) 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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss M01 Truss Type MONOPITCH Qty 3 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097987 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qNY?JaxIMBogPuOd?SMfXlpD9ZQBsrmebj5AafzH8?J Scale = 1:15.6 1 2 3 4 5 6 3x4 3x6 3x4 3x4 5-11-85-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 0-8-82-5-62-1-140-3-82-5-63.50 12 Plate Offsets (X,Y)-- [2:0-4-6,0-0-3], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.00 (loc) 2-5 2-5 5 l/defl >999 >509 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud -t 2-11-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=61(LC 7) Max Uplift 2=-32(LC 6), 5=-16(LC 10) Max Grav 2=292(LC 1), 5=228(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-9-12, Exterior(2E) 2-9-12 to 5-9-12 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss M02 Truss Type MONOPITCH Qty 5 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097988 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qNY?JaxIMBogPuOd?SMfXlpG8ZS0srmebj5AafzH8?J Scale = 1:13.5 1 2 3 4 5 3x4 3x6 3x4 3x4 4-11-84-11-8 -0-11-0 0-11-0 4-11-8 4-11-8 0-8-82-1-141-10-60-3-82-1-143.50 12 Plate Offsets (X,Y)-- [2:0-4-6,0-0-3], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 2-5 2-5 5 l/defl >999 >898 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud -t 2-5-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=52(LC 7) Max Uplift 2=-30(LC 6), 5=-13(LC 10) Max Grav 2=253(LC 1), 5=187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss M03 Truss Type MONOPITCH Qty 9 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097989 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Ia6NWwyw7UwX12zpZAtu3yLVTzrKbI0nqNqj65zH8?I Scale = 1:15.0 1 2 3 5 4 3x4 3x4 3x4 3x4 1-11-81-11-8 -0-11-0 0-11-0 1-11-8 1-11-8 1-1-02-4-112-1-30-3-82-4-118.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 1-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=61(LC 9) Max Uplift 5=-7(LC 10), 4=-27(LC 7) Max Grav 5=151(LC 1), 4=63(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss M05 Truss Type MONOPITCH Qty 8 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097990 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Ia6NWwyw7UwX12zpZAtu3yLUGzqMbI0nqNqj65zH8?I Scale = 1:13.2 1 2 3 5 4 3x4 3x6 3x4 -0-11-0 0-11-0 3-11-8 3-11-8 0-9-02-0-131-9-50-3-82-0-134.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=56(LC 7) Max Uplift 5=-33(LC 6), 4=-11(LC 10) Max Grav 5=220(LC 1), 4=137(LC 1) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss MG01 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097991 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-mmglkGzZuo2OeCY07tP7cAubPN9FKlGx31aHfXzH8?H Scale = 1:13.5 1 2 3 45 3x4 3x4 3x8 3x4 4-11-84-11-8 -0-11-0 0-11-0 4-11-8 4-11-8 0-8-82-1-141-8-60-5-82-1-143.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3], [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.37 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=51(LC 7) Max Uplift 2=-43(LC 4), 4=-29(LC 8) Max Grav 2=296(LC 1), 4=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 32 lb up at 3-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=-119 May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097992 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-EyD7xc_Bf6AFGM7ChbwM9NRp9mV13Cn4HhJqB_zH8?G Scale = 1:23.7 2 3 4 5 6 9 8 1 7 3x6 3x4 3x4 2x4 6x6 2x4 2x4 13-2-013-2-0 13-2-0 13-2-0 -0-0-42-0-42-2-60-1-00-1-81-11-08.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [3:0-3-3,Edge], [5:0-3-3,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-SH 0.17 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 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.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=35(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 6, 8, 9 except 1=-198(LC 3) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8 except 2=462(LC 1), 6=276(LC 1), 9=350(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-253/78 NOTES- 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) 0-3-11 to 3-3-9, Exterior(2R) 3-3-9 to 9-10-7, Exterior(2E) 9-10-7 to 12-10-5 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) 7, 2, 6, 8, 9 except (jt=lb) 1=198. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097993 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-i9nW9y_pQPJ6uVhOEIRbhbzymAseof1DWL3OjQzH8?F Scale = 1:25.3 2 3 4 5 6 9 8 1 10 11 7 3x6 3x4 3x4 2x4 6x6 2x4 2x4 13-2-013-2-0 13-2-0 13-2-0 -0-0-43-6-43-8-60-1-00-1-83-5-08.00 12 Plate Offsets (X,Y)-- [4:0-3-3,Edge], [5:0-3-3,Edge], [6:0-1-15,0-1-8] 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-SH 0.31 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=62(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 6, 8, 9 except 7=-348(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 2=287(LC 23), 6=647(LC 1), 8=266(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 9-10-5, Exterior(2E) 9-10-5 to 12-10-5 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, 2, 6, 8, 9 except (jt=lb) 7=348. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss PB03 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097994 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:23:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BLLuMI?RBjRzVfGbo0yqEoW5UaAHX5iNl?oxFszH8?E Scale = 1:28.3 2 3 4 5 6 9 8 1 10 11 7 6x10 3x4 3x6 2x4 2x4 2x4 13-2-013-2-0 6-4-2 6-4-2 6-9-14 0-5-12 13-2-0 6-4-2 -0-0-44-0-104-2-120-1-00-1-83-11-68.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-SH 0.44 0.16 0.08 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: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=71(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 9 except 7=-492(LC 18), 6=-130(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2 except 6=782(LC 1), 8=345(LC 24), 9=273(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-63/254 NOTES- 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) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 9-10-5, Exterior(2E) 9-10-5 to 12-10-5 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, 2, 9 except (jt=lb) 7=492, 6=130. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss PB04 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097995 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fXvGae03y1Zq7prnMjT3m03KL_XOGZUWzfYUoJzH8?D Scale = 1:23.7 2 3 4 5 6 9 8 1 10 11 7 3x6 3x4 3x4 2x4 6x6 2x4 2x4 13-2-013-2-0 13-2-0 13-2-0 -0-0-42-6-102-8-120-1-00-1-82-5-68.00 12 Plate Offsets (X,Y)-- [2:0-3-11,Edge], [3:0-3-3,Edge], [5:0-3-3,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-SH 0.18 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 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.): 3-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=44(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 8, 9 except 1=-213(LC 17), 7=-140(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=446(LC 17), 6=339(LC 1), 8=288(LC 24), 9=334(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 9-10-5, Exterior(2E) 9-10-5 to 12-10-5 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) 2, 6, 8, 9 except (jt=lb) 1=213, 7=140. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss PB05 Truss Type GABLE Qty 2 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097996 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7kTenz1hjKhhlzQzwQ_IJDbXPOt3?0VgCJH2KlzH8?C Scale = 1:10.5 2 3 4 1 5 3x4 3x4 3x4 4-2-54-2-5 2-1-3 2-1-3 4-2-5 2-1-2 -0-0-41-6-101-6-140-1-00-1-89.00 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-P 0.03 0.08 0.00 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-2-5. (lb) - Max Horz 1=-24(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 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, 5, 2, 4. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss PBE01 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097997 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bw10_J2KUepYM7?9T8VXsR8i9nDIkTlpRz1bsBzH8?B Scale = 1:10.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 1 5 3x4 3x4 3x4 4-2-54-2-5 2-1-3 2-1-3 4-2-5 2-1-2 -0-0-41-6-101-6-140-1-00-1-89.00 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-P 0.03 0.08 0.00 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: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-2-5. (lb) - Max Horz 1=24(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 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, 5, 2, 4. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T01 Truss Type SCISSORS Qty 2 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097998 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-36bPCf2yFyxP_HaM1r1mOegnWBT7Tu5zgdm9OdzH8?A Scale = 1:26.1 1 2 3 4 5 6 7 8 9 10 11 12 4x6 4x8 3x4 3x4 5x6 4x8 3x4 3x4 7-1-47-1-4 14-2-87-1-4 -0-11-0 0-11-0 7-1-4 7-1-4 14-2-8 7-1-4 15-1-8 0-11-0 0-9-03-1-70-9-01-1-54.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [6:0-5-5,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-SH 0.44 0.49 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.16 0.05 (loc) 6-8 6-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud -t 3-9-2, Right 2x4 SPF-S Stud -t 3-9-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 6=0-5-8 Max Horz 2=32(LC 10) Max Uplift 2=-35(LC 6), 6=-35(LC 7) Max Grav 2=622(LC 1), 6=622(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1372/273, 4-6=-1372/273 BOT CHORD 2-8=-195/1236, 6-8=-195/1236 WEBS 4-8=0/556 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-1-4, Exterior(2R) 4-1-4 to 10-1-4, Interior(1) 10-1-4 to 12-1-8, Exterior(2E) 12-1-8 to 15-1-8 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T01A Truss Type ROOF SPECIAL Qty 2 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46097999 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-36bPCf2yFyxP_HaM1r1mOegmGBTJTuHzgdm9OdzH8?A Scale = 1:24.3 1 2 3 4 5 6 7 8 9 10 4x6 4x8 4x6 4x6 4x8 3x4 3x4 5x6 7-1-47-1-4 13-9-06-7-12 -0-11-0 0-11-0 7-1-4 7-1-4 13-9-0 6-7-12 0-9-03-1-70-10-90-0-41-1-14.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [6:0-2-1,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.47 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.16 0.05 (loc) 2-7 2-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud -t 3-9-2, Right 2x6 SPF No.2 -t 3-6-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-5-8 Max Horz 2=-36(LC 15) Max Uplift 6=-8(LC 7), 2=-36(LC 6) Max Grav 6=544(LC 1), 2=606(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1292/286, 4-6=-1293/286 BOT CHORD 2-7=-187/1160, 6-7=-186/1159 WEBS 4-7=0/524 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-1-4, Exterior(2R) 4-1-4 to 10-1-4, Interior(1) 10-1-4 to 10-8-7, Exterior(2E) 10-8-7 to 13-8-7 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) 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T03 Truss Type COMMON Qty 3 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098000 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-XI9nP?3a0F3GcR9YbZY?xsDtBbr7CM76uGWix4zH8?9 Scale = 1:33.4 1 2 3 4 5 9 8 7 6 10 11 4x6 5x12 5x12 2x4 2x4 2-8-152-8-15 9-10-17-1-1 12-7-02-8-15 -0-11-0 0-11-0 6-3-8 6-3-8 12-7-0 6-3-8 13-6-0 0-11-0 1-1-05-3-51-1-08.00 12 Plate Offsets (X,Y)-- [6: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-SH 0.76 0.37 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.01 (loc) 7-8 7-8 6 l/defl >999 >614 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9,4-6: 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 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=109(LC 9) Max Uplift 9=-8(LC 10), 6=-8(LC 11) Max Grav 9=555(LC 1), 6=555(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-544/53, 3-4=-544/53, 2-9=-511/97, 4-6=-511/97 BOT CHORD 8-9=0/376, 7-8=0/299, 6-7=0/356 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-3-8, Exterior(2R) 3-3-8 to 9-3-8, Interior(1) 9-3-8 to 10-6-0, Exterior(2E) 10-6-0 to 13-6-0 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) 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) 9, 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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T04 Truss Type HALF HIP Qty 2 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098001 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-?Vi9dL4CnZB7Dakk9G3ET3mCy?FgxqVF7wFFTWzH8?8 Scale = 1:14.2 1 2 3 5 4 3x4 3x4 3x4 3x4 0-11-120-11-12 -0-11-0 0-11-0 1-8-13 1-8-13 1-11-8 0-2-11 1-1-02-2-141-11-60-3-82-2-148.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 1-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=61(LC 7) Max Uplift 5=-7(LC 10), 4=-27(LC 7) Max Grav 5=151(LC 1), 4=63(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T05 Truss Type COMMON Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098002 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ThGXqh5qYtJzrkJxi_aT0HIHzPQZgC8PMa?p?yzH8?7 Scale = 1:52.9 1 2 3 4 5 6 7 8 9 12 11 10 13 14 4x6 4x8 5x12 2x4 2x4 3x4 4x8 3x4 3x4 3x4 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 4-11-2 4-11-2 9-11-8 5-0-6 14-11-14 5-0-6 19-11-0 4-11-2 20-10-0 0-11-0 1-2-08-7-101-2-09.00 12 Plate Offsets (X,Y)-- [11:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.76 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 11-12 11-12 10 l/defl >999 >631 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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* 2-12,8-10: 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)12=0-3-8, 10=0-3-8 Max Horz 12=-171(LC 8) Max Uplift 12=-2(LC 10), 10=-2(LC 11) Max Grav 12=849(LC 1), 10=849(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-801/58, 4-5=-707/73, 5-6=-707/73, 6-7=-801/58 BOT CHORD 11-12=-40/640, 10-11=0/611 WEBS 5-11=-2/483, 3-12=-728/20, 7-10=-728/20 NOTES- 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 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) 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) 12, 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T06 Truss Type COMMON Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098003 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ThGXqh5qYtJzrkJxi_aT0HIHsPQng7EPMa?p?yzH8?7 Scale = 1:50.8 1 2 3 4 5 6 7 10 9 8 11 12 4x6 3x4 4x8 5x12 2x4 3x4 4x8 3x4 3x4 9-11-89-11-8 19-7-89-8-0 -0-11-0 0-11-0 4-11-2 4-11-2 9-11-8 5-0-6 14-11-14 5-0-6 19-7-8 4-7-10 1-2-08-7-101-4-109.00 12 Plate Offsets (X,Y)-- [9:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.74 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.38 0.02 (loc) 9-10 9-10 8 l/defl >999 >609 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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* 7-8,2-10: 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)10=0-3-8, 8=Mechanical Max Horz 10=155(LC 7) Max Uplift 10=-1(LC 10) Max Grav 10=839(LC 1), 8=772(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-787/57, 4-5=-692/72, 5-6=-699/73 BOT CHORD 9-10=-65/619, 8-9=0/594 WEBS 5-9=-1/475, 6-8=-697/33, 3-10=-713/21 NOTES- 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-5-12, Exterior(2E) 16-5-12 to 19-5-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T07 Truss Type PIGGYBACK BASE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098004 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ytqv215SIARqTut7Gh5iYUrMmoj?PYNYaEkMYPzH8?6 Scale = 1:71.3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x6 5x8 3x6 4x8 3x6 3x6 2x4 3x4 3x8 5x8 3x4 5x8 3x4 3x4 3x4 7-1-47-1-4 14-5-57-4-1 18-7-114-2-5 30-5-011-9-5 -0-11-0 0-11-0 7-1-4 7-1-4 14-5-5 7-4-1 18-7-11 4-2-5 25-3-3 6-7-8 30-5-0 5-1-13 31-4-0 0-11-0 1-2-012-0-03-2-012-0-09.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-1-12], [7:0-5-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.94 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.96 0.04 (loc) 12-13 12-13 12 l/defl >761 >376 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15,6-13,7-13: 2x4 SPF No.2, 10-12,2-17: 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.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-15, 6-13, 9-13, 9-12 REACTIONS. (size)17=0-3-8, 12=0-3-8 Max Horz 17=250(LC 9) Max Grav 17=1269(LC 1), 12=1269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1428/8, 4-6=-1122/106, 6-7=-757/120, 7-9=-1084/98 BOT CHORD 16-17=-39/1074, 15-16=-39/1074, 13-15=0/787, 12-13=0/748 WEBS 4-16=0/304, 4-15=-416/155, 6-15=-59/343, 7-13=-19/348, 9-12=-1174/0, 3-17=-1372/0 NOTES- 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 10-2-7, Exterior(2R) 10-2-7 to 22-10-9, Interior(1) 22-10-9 to 28-4-0, Exterior(2E) 28-4-0 to 31-4-0 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T08 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098005 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-uGygSi7jqohYiC1WO67Aevwi9cT6tS5r2YDTcHzH8?4 Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 3x4 5x6 3x6 3x4 6x8 3x6 3x8 2x4 4x6 4x6 4x6 3x6 5x8 3x6 3x6 5x8 3x4 3x6 10-10-510-10-5 21-0-1310-2-8 31-3-410-2-8 35-0-113-9-7 45-7-810-6-13 5-6-6 5-6-6 10-10-5 5-3-14 18-11-2 8-0-13 26-11-14 8-0-13 35-0-11 8-0-13 40-4-9 5-3-14 45-7-8 5-2-15 1-1-08-2-08-3-141-3-58-2-08.00 12 Plate Offsets (X,Y)-- [4:0-3-3,Edge], [8:0-4-0,0-1-9], [12:0-2-8,0-1-8] 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-SH 0.88 0.70 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.50 0.03 (loc) 11-12 11-12 13 l/defl >695 >344 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,7-13: 2x4 SPF No.2, 1-18,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-14 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-13, 8-13 REACTIONS. (size)18=Mechanical, 13=0-3-8, 11=Mechanical Max Horz 18=126(LC 7) Max Uplift 11=-74(LC 23) Max Grav 18=1072(LC 23), 13=2393(LC 1), 11=242(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/0, 2-3=-1314/27, 3-4=-1149/22, 4-5=-914/49, 5-7=-646/38, 7-8=-7/729, 8-9=-78/438 BOT CHORD 17-18=-84/1012, 15-17=-82/811, 12-13=-338/49 WEBS 4-17=0/327, 5-15=-641/105, 7-15=0/1034, 7-13=-1521/133, 8-13=-1017/5, 8-12=0/396, 9-12=-328/133, 9-11=-41/425, 2-18=-1247/39 NOTES- 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 6-7-6, Exterior(2R) 6-7-6 to 15-1-4, Interior(1) 15-1-4 to 30-9-12, Exterior(2R) 30-9-12 to 39-3-10, Interior(1) 39-3-10 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever 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) 11. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T09 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098006 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-MSW2g28Lb5pPKMcixpfPA7Tvv0lkcwn_HCz08jzH8?3 Scale = 1:85.2 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 3x4 5x6 3x6 3x4 8x8 3x6 3x8 MT18HS 4x6 4x6 3x4 3x6 3x6 3x6 4x8 3x6 6x16 3x6 8x10 5x10 MT18HS 3x4 3x4 9-3-12 9-3-12 19-11-10 10-7-14 30-7-8 10-7-14 31-3-4 0-7-12 31-11-0 0-7-12 36-7-4 4-8-4 45-7-8 9-0-4 9-3-12 9-3-12 16-5-0 7-1-4 23-6-4 7-1-4 30-7-8 7-1-4 31-11-0 1-3-8 36-7-4 4-8-4 45-7-8 9-0-4 1-1-07-1-107-3-81-3-50-7-47-1-108.00 12 Plate Offsets (X,Y)-- [3:0-3-3,Edge], [9:0-6-12,0-2-0], [13:0-2-8,0-1-8], [17:0-2-8,0-2-8], [18:0-3-8,Edge], [21:0-2-8,0-1-8], [22: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-SH 0.75 0.93 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.61 0.07 (loc) 18-19 18-19 12 l/defl >999 >610 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 198 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 7-18,8-14: 2x3 SPF No.2, 15-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 17-19,5-17: 2x4 SPF No.2, 11-12,1-22: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-9 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-21, 5-17 REACTIONS. (size)22=0-3-8, 12=Mechanical, 16=0-3-8 Max Horz 22=-123(LC 8) Max Uplift 22=-31(LC 10), 12=-237(LC 11), 16=-87(LC 7) Max Grav 22=1286(LC 1), 12=686(LC 18), 16=1840(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1646/111, 3-4=-1255/140, 4-5=-1447/215, 5-7=-483/572, 7-8=-422/579, 8-9=-421/567, 9-10=-654/396 BOT CHORD 21-22=-22/1260, 19-21=-59/1543, 18-19=0/381, 7-17=-3/408, 16-17=-434/353, 15-16=-431/321, 12-13=-213/472 WEBS 3-21=0/504, 4-21=-471/170, 4-19=-307/123, 5-19=0/579, 17-19=-226/884, 5-17=-1350/124, 7-16=-725/72, 13-15=-206/431, 9-15=-472/0, 9-13=0/330, 2-22=-1657/125, 10-12=-683/397 NOTES- 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 5-0-13, Exterior(2R) 5-0-13 to 13-6-11, Interior(1) 13-6-11 to 32-4-5, Exterior(2R) 32-4-5 to 40-10-3, Interior(1) 40-10-3 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 16 except (jt=lb) 12=237. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T10 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098007 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qf4QtO9zMPxGxVBuVXAejK06aQBmLMi8VsiahAzH8?2 Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 3x4 5x6 3x6 3x4 5x8 3x6 3x6 2x4 3x8 4x6 4x6 4x6 6x6 3x8 3x6 2x4 3x6 3x4 3x4 3x6 6-7-46-7-4 13-1-56-6-0 22-2-59-1-0 31-3-49-1-0 32-9-111-6-7 39-3-116-6-0 45-7-86-3-13 6-7-4 6-7-4 13-1-5 6-6-0 19-8-2 6-6-13 26-2-14 6-6-13 32-9-11 6-6-13 39-3-11 6-6-0 45-7-8 6-3-13 1-1-09-8-09-9-141-3-59-8-08.00 12 Plate Offsets (X,Y)-- [4:0-3-3,Edge], [8:0-3-3,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-SH 0.63 0.56 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.30 0.03 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-17: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,7-14: 2x4 SPF No.2, 11-12,1-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-9 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-16, 7-14, 8-14, 9-14 REACTIONS. (size)20=Mechanical, 14=0-3-8, 12=Mechanical Max Horz 20=153(LC 7) Max Uplift 20=-18(LC 10), 12=-116(LC 11) Max Grav 20=1111(LC 23), 14=2263(LC 1), 12=303(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1400/58, 3-4=-1114/98, 4-5=-845/116, 5-7=-546/121, 7-8=0/474, 8-9=0/529 BOT CHORD 19-20=-86/1082, 18-19=-86/1082, 16-18=-110/707 WEBS 3-18=-354/130, 4-18=0/253, 5-18=0/307, 5-16=-632/62, 7-16=0/865, 7-14=-1369/74, 8-14=-602/0, 9-14=-532/92, 9-13=0/303, 2-20=-1314/39 NOTES- 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 8-10-6, Exterior(2R) 8-10-6 to 17-4-4, Interior(1) 17-4-4 to 28-6-12, Exterior(2R) 28-6-12 to 37-0-10, Interior(1) 37-0-10 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever 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) 20 except (jt=lb) 12=116. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T11 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098008 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Irdo5k9b7i37Zfm43EhtFYYCtpWL4n8HkWS7DczH8?1 Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 3x6 5x6 3x6 6x8 3x6 3x6 2x4 3x8 3x6 4x6 5x8 3x6 3x6 2x4 3x6 3x4 3x4 3x4 3x4 3x6 7-9-67-9-6 15-4-57-6-14 22-11-87-7-3 31-3-48-3-12 31-3-60-0-2 38-1-106-10-4 45-7-87-5-14 7-9-6 7-9-6 15-4-5 7-6-14 22-11-8 7-7-3 30-6-11 7-7-3 38-1-10 7-6-15 45-7-8 7-5-14 1-1-011-2-011-3-141-3-511-2-08.00 12 Plate Offsets (X,Y)-- [5:0-3-3,Edge], [7:0-4-8,0-1-12] 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-SH 0.85 0.54 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.24 0.04 (loc) 17-19 17-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,6-17,6-16,7-16,7-14: 2x4 SPF No.2, 11-12,1-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-8 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 3-17, 6-16, 7-14, 9-14 REACTIONS. (size)20=Mechanical, 14=0-3-8, 12=Mechanical Max Horz 20=180(LC 7) Max Uplift 20=-36(LC 10), 12=-147(LC 11) Max Grav 20=1179(LC 1), 14=2026(LC 1), 12=452(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1502/88, 3-5=-1112/143, 5-6=-824/159, 6-7=-603/174, 7-9=-45/409, 9-10=-339/256 BOT CHORD 19-20=-114/1158, 17-19=-114/1158, 16-17=-90/601, 13-14=-123/267, 12-13=-123/267 WEBS 3-19=0/295, 3-17=-474/143, 6-17=0/423, 6-16=-846/118, 7-16=-23/1227, 7-14=-1515/0, 9-14=-562/116, 9-13=0/301, 2-20=-1445/77, 10-12=-323/210 NOTES- 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 11-1-6, Exterior(2R) 11-1-6 to 19-7-4, Interior(1) 19-7-4 to 26-3-12, Exterior(2R) 26-3-12 to 34-9-10, Interior(1) 34-9-10 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever 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) 20 except (jt=lb) 12=147. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T12 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098009 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-m1BBI4ADu0B_BpLHdyC6ol5OMDpjpGbRzABgl2zH8?0 Scale = 1:90.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 3x8 5x6 5x10 MT18HS 3x6 8x8 3x6 3x6 2x4 3x8 3x6 3x8 3x6 3x6 2x4 3x8 3x4 3x4 3x4 3x4 3x6 8-10-148-10-14 17-7-58-8-6 28-3-1110-8-6 31-3-42-11-9 37-0-25-8-14 45-7-88-7-6 8-10-14 8-10-14 17-7-5 8-8-6 22-9-12 5-2-7 28-3-11 5-5-15 37-0-2 8-8-7 45-7-8 8-7-6 1-1-012-8-012-9-141-3-512-8-08.00 12 Plate Offsets (X,Y)-- [5:0-3-3,Edge], [7:0-6-0,0-1-8], [16:0-3-8,0-1-8], [20: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-SH 0.80 0.72 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.59 0.05 (loc) 16-17 16-17 12 l/defl >999 >630 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 221 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,9-14,9-13,2-20,10-12: 2x3 SPF No.2 11-12,1-20: 2x4 SPF-S Stud 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.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 6-16, 9-14 2 Rows at 1/3 pts 7-14 REACTIONS. (size)20=Mechanical, 14=0-3-8, 12=Mechanical Max Horz 20=209(LC 7) Max Uplift 20=-52(LC 10), 12=-174(LC 11) Max Grav 20=1234(LC 1), 14=1832(LC 1), 12=576(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1570/117, 3-5=-1092/175, 5-6=-786/193, 6-7=-297/291, 7-9=-180/400, 9-10=-498/305 BOT CHORD 19-20=-142/1208, 17-19=-142/1208, 16-17=-62/599, 14-16=-37/266, 13-14=-150/381, 12-13=-150/381 WEBS 3-19=0/330, 3-17=-574/165, 6-17=0/516, 6-16=-874/66, 7-16=0/975, 9-14=-622/133, 9-13=0/346, 7-14=-1377/0, 2-20=-1511/135, 10-12=-483/272 NOTES- 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 13-4-6, Exterior(2R) 13-4-6 to 21-10-4, Interior(1) 21-10-4 to 24-0-12, Exterior(2R) 24-0-12 to 32-6-10, Interior(1) 32-6-10 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 12=174. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T13 Truss Type PIGGYBACK BASE Qty 4 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098010 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-EElZWQBrfKKrozwTAfjLLyeaJdCnYgDaCqxEHVzH8?? Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 3x6 5x10 MT18HS 5x10 MT18HS 3x6 6x8 3x6 3x6 2x4 3x6 2x4 5x8 3x6 3x6 2x4 3x6 3x4 3x4 3x4 3x4 3x6 8-1-58-1-5 16-4-88-3-3 22-11-86-7-0 29-6-86-7-0 31-3-41-8-12 37-9-106-6-6 45-7-87-9-14 8-1-5 8-1-5 16-4-8 8-3-3 22-11-8 6-7-0 29-6-8 6-7-0 37-9-10 8-3-3 45-7-8 7-9-14 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-1-4], [7:0-6-0,0-1-8] 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-SH 0.72 0.54 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.33 0.04 (loc) 17-19 17-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 216 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,9-14,9-13,2-20,10-12: 2x3 SPF No.2 11-12,1-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 3-17, 5-16, 6-16, 9-14, 7-14 REACTIONS. (size)20=Mechanical, 14=0-3-8, 12=Mechanical Max Horz 20=194(LC 7) Max Uplift 20=-41(LC 10), 12=-151(LC 11) Max Grav 20=1176(LC 1), 14=2010(LC 1), 12=474(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1498/96, 3-5=-1043/154, 5-6=-542/187, 6-7=-541/187, 7-9=-61/424, 9-10=-362/265 BOT CHORD 19-20=-125/1155, 17-19=-125/1155, 16-17=-64/757, 13-14=-127/283, 12-13=-127/283 WEBS 3-19=0/335, 3-17=-541/149, 5-17=0/518, 5-16=-474/3, 6-16=-432/128, 7-16=-15/1108, 9-14=-589/131, 9-13=0/306, 7-14=-1481/0, 2-20=-1446/86, 10-12=-344/222 NOTES- 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 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 25-3-9, Exterior(2R) 25-3-9 to 33-9-7, Interior(1) 33-9-7 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 12=151. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T14 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098011 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-jQJxjmCTQdSiQ7VfkNEatAAjt1WDH9dkQUgnqxzH8?_ Scale = 1:89.2 12 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 3x8 5x8 5x10 MT18HS 3x6 5x10 MT18HS 3x6 3x6 2x4 3x8 3x8 3x6 3x6 3x6 2x4 3x8 3x4 3x4 3x4 3x4 3x6 9-2-99-2-9 18-2-109-0-1 27-8-69-5-12 31-3-43-6-14 36-8-85-5-4 45-7-88-11-0 -0-11-0 0-11-0 9-2-9 9-2-9 18-2-10 9-0-1 22-9-12 4-7-2 27-8-6 4-10-10 36-8-8 9-0-2 45-7-8 8-11-0 1-1-013-0-1413-2-121-3-513-0-148.00 12 Plate Offsets (X,Y)-- [6:0-4-12,0-2-0], [8:0-6-0,0-1-8], [17:0-3-8,0-1-8], [21:Edge,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-SH 0.86 0.66 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.39 0.06 (loc) 17-18 17-18 13 l/defl >999 >959 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 225 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,10-15,10-14,3-21,11-13: 2x3 SPF No.2 12-13,2-21: 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.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-17, 10-15 2 Rows at 1/3 pts 8-15 REACTIONS. (size)21=0-3-8, 15=0-3-8, 13=Mechanical Max Horz 21=235(LC 7) Max Uplift 21=-69(LC 10), 13=-189(LC 11) Max Grav 21=1315(LC 1), 15=1782(LC 1), 13=609(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1588/125, 4-6=-1082/188, 6-7=-773/205, 7-8=-348/301, 8-10=-226/432, 10-11=-540/330 BOT CHORD 20-21=-150/1219, 18-20=-150/1219, 17-18=-51/606, 15-17=-35/337, 14-15=-167/412, 13-14=-167/412 WEBS 4-20=0/354, 4-18=-605/166, 7-17=-822/60, 8-17=0/918, 10-15=-637/135, 10-14=0/351, 8-15=-1292/0, 3-21=-1554/133, 11-13=-525/303, 7-18=0/528 NOTES- 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) -0-11-0 to 2-1-7, Interior(1) 2-1-7 to 13-11-11, Exterior(2R) 13-11-11 to 22-5-9, Interior(1) 22-5-9 to 23-5-7, Exterior(2R) 23-5-7 to 31-11-5, Interior(1) 31-11-5 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 13=189. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T15 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098012 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BctJw6C6BxaZ2H3sI4mpQNjtdRu60bOtf8QLLNzH8_z Scale = 1:84.6 12 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 3x8 6x6 5x8 3x6 6x8 3x6 3x6 2x4 3x6 2x4 5x8 3x6 3x6 2x4 3x6 3x4 3x4 3x4 3x4 3x6 8-1-18-1-1 15-11-107-10-9 22-11-86-11-14 31-3-48-3-12 37-10-06-6-12 45-7-87-9-8 -0-11-0 0-11-0 8-1-1 8-1-1 15-11-10 7-10-9 22-11-8 6-11-14 29-11-6 6-11-14 37-10-0 7-10-10 45-7-8 7-9-8 1-1-011-6-1411-8-121-3-511-6-148.00 12 Plate Offsets (X,Y)-- [6:0-3-3,Edge], [8:0-4-8,0-1-12] 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-SH 0.93 0.55 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.26 0.04 (loc) 18-20 18-20 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 211 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,6-17,7-17,8-17,8-15: 2x4 SPF No.2, 12-13,2-21: 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.): 6-8. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-17, 7-17, 8-15, 10-15 REACTIONS. (size)21=0-3-8, 15=0-3-8, 13=Mechanical Max Horz 21=210(LC 7) Max Uplift 21=-51(LC 10), 13=-152(LC 11) Max Grav 21=1248(LC 1), 15=2010(LC 1), 13=466(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1502/93, 4-6=-1085/151, 6-7=-583/182, 7-8=-585/183, 8-10=-66/416, 10-11=-351/266 BOT CHORD 20-21=-119/1156, 18-20=-119/1156, 17-18=-66/789, 14-15=-128/274, 13-14=-128/274 WEBS 4-20=0/314, 4-18=-504/146, 6-18=-3/505, 6-17=-437/2, 7-17=-483/138, 8-17=-20/1159, 8-15=-1482/0, 10-15=-578/126, 10-14=0/302, 3-21=-1467/70, 11-13=-333/224 NOTES- 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) -0-11-0 to 2-1-7, Interior(1) 2-1-7 to 11-8-11, Exterior(2R) 11-8-11 to 20-2-9, Interior(1) 20-2-9 to 25-8-7, Exterior(2R) 25-8-7 to 34-2-5, Interior(1) 34-2-5 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left 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) 21 except (jt=lb) 13=152. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T16 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098013 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fpRh8SDkyFiQfQe2soH2ybG68qEVl4X0uo9utpzH8_y Scale = 1:85.4 12 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 5x12 5x6 3x6 3x6 5x8 3x6 2x4 3x8 4x6 4x6 4x6 6x6 3x8 3x6 2x4 3x4 3x6 3x4 3x4 3x4 3x6 6-11-96-11-9 13-8-106-9-1 22-6-08-9-6 31-3-48-9-4 31-3-60-0-2 38-9-117-6-5 45-7-86-9-13 -0-11-0 0-11-0 6-11-9 6-11-9 13-8-10 6-9-1 19-10-9 6-1-15 26-0-7 6-1-15 32-2-6 6-1-15 38-9-11 6-7-5 45-7-8 6-9-13 1-1-010-0-1410-2-121-3-510-0-148.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-3-0], [6:0-3-3,Edge], [10:0-3-3,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-SH 0.68 0.54 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.29 0.04 (loc) 19-21 19-21 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 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* 7-21,9-19,9-17: 2x4 SPF No.2, 2-23,14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 7-19, 9-17, 10-17, 12-17 REACTIONS. (size)23=0-3-8, 17=0-3-8, 15=Mechanical Max Horz 23=182(LC 7) Max Uplift 23=-38(LC 10), 15=-138(LC 11) Max Grav 23=1185(LC 1), 17=2210(LC 1), 15=341(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1411/68, 4-6=-1094/114, 6-7=-823/131, 7-9=-521/144, 9-10=0/436, 10-12=0/512 BOT CHORD 22-23=-93/1086, 21-22=-93/1086, 19-21=-101/682 WEBS 4-21=-386/132, 7-21=0/321, 7-19=-621/59, 9-19=0/830, 9-17=-1336/65, 10-17=-564/0, 12-17=-542/94, 12-16=0/304, 3-23=-1380/30 NOTES- 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) -0-11-0 to 2-1-7, Interior(1) 2-1-7 to 9-5-11, Exterior(2R) 9-5-11 to 17-11-9, Interior(1) 17-11-9 to 27-11-7, Exterior(2R) 27-11-7 to 36-5-5, Interior(1) 36-5-5 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left 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) 23 except (jt=lb) 15=138. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T17 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098014 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bBZSZ7F_Usy7vkoRzCJW20LQWep7D?EJL6e?yizH8_w Scale = 1:84.8 12 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 5x6 3x6 5x10 MT18HS 3x6 3x8 2x4 4x6 4x6 4x6 3x6 5x8 3x6 2x4 3x4 6x8 3x4 3x4 3x4 3x6 11-5-1011-5-10 21-4-79-10-13 31-3-49-10-13 34-5-63-2-2 45-11-011-5-10 -0-11-0 0-11-0 5-10-1 5-10-1 11-5-10 5-7-9 19-1-9 7-7-15 26-9-7 7-7-15 34-5-6 7-7-15 40-0-15 5-7-9 45-11-0 5-10-1 46-10-0 0-11-0 1-1-08-6-148-8-121-1-08-6-148.00 12 Plate Offsets (X,Y)-- [5:0-3-3,Edge], [9:0-4-0,0-1-9], [15:0-2-8,0-1-8], [21: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-SH 0.82 0.92 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.83 0.04 (loc) 14-15 14-15 16 l/defl >424 >210 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-20,8-16: 2x4 SPF No.2, 2-21,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-7 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-20, 6-18, 8-16, 9-16 REACTIONS. (size)21=0-3-8, 16=0-3-8, 14=0-3-8 Max Horz 21=169(LC 9) Max Uplift 14=-74(LC 11) Max Grav 21=1191(LC 23), 16=2240(LC 1), 14=409(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/0, 3-4=-1386/38, 4-5=-1204/28, 5-6=-954/55, 6-8=-724/38, 8-9=-20/511, 9-10=-101/299, 11-12=-394/0, 12-14=-315/9 BOT CHORD 20-21=-88/1066, 18-20=-73/877 WEBS 5-20=0/358, 6-18=-601/102, 8-18=0/933, 8-16=-1441/126, 9-16=-931/0, 9-15=0/452, 10-15=-341/141, 3-21=-1340/52, 11-14=-30/339 NOTES- 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) -0-11-0 to 2-1-7, Interior(1) 2-1-7 to 7-2-11, Exterior(2R) 7-2-11 to 15-8-9, Interior(1) 15-8-9 to 30-2-7, Exterior(2R) 30-2-7 to 38-8-5, Interior(1) 38-8-5 to 43-9-9, Exterior(2E) 43-9-9 to 46-10-0 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) 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T18 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098015 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-3N6qmTGcFA4_XuNdXwqlaDuZn2BXyOBTamOYU8zH8_v Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 5x6 3x6 6x8 3x8 3x8 2x4 4x6 4x6 4x6 3x6 5x8 3x6 2x4 3x4 5x8 3x4 3x4 3x4 3x6 10-4-210-4-2 20-9-1110-5-9 31-3-410-5-9 35-6-144-3-10 45-11-010-4-2 -0-11-0 0-11-0 5-3-5 5-3-5 10-4-2 5-0-13 18-9-1 8-4-15 27-1-15 8-4-15 35-6-14 8-4-15 40-7-11 5-0-13 45-11-0 5-3-5 46-10-0 0-11-0 1-1-07-9-147-11-121-1-07-9-148.00 12 Plate Offsets (X,Y)-- [5:0-3-3,Edge], [9:0-4-0,0-1-9], [15:0-2-8,0-1-8] 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-SH 0.92 0.78 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.47 0.03 (loc) 14-15 14-15 16 l/defl >757 >373 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-19: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-20,8-16: 2x4 SPF No.2, 2-21,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 8-16, 9-16 REACTIONS. (size)21=0-3-8, 16=0-3-8, 14=0-3-8 Max Horz 21=-156(LC 8) Max Uplift 14=-70(LC 11) Max Grav 21=1179(LC 23), 16=2279(LC 1), 14=379(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1372/23, 4-5=-1232/23, 5-6=-990/45, 6-8=-811/39, 8-9=-13/615, 9-10=-88/270, 11-12=-318/0, 12-14=-279/20 BOT CHORD 20-21=-89/1050, 18-20=-89/963 WEBS 5-20=0/358, 6-18=-593/114, 8-18=0/1031, 8-16=-1505/143, 9-16=-933/2, 9-15=0/387, 10-15=-297/124, 3-21=-1352/14, 11-14=-38/303 NOTES- 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) -0-11-0 to 2-1-7, Interior(1) 2-1-7 to 6-1-3, Exterior(2R) 6-1-3 to 14-7-1, Interior(1) 14-7-1 to 31-3-15, Exterior(2R) 31-3-15 to 39-9-13, Interior(1) 39-9-13 to 43-9-9, Exterior(2E) 43-9-9 to 46-10-0 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) 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) 14. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T19 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098016 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-XagC_pGE?TCr82yp5dL_7RQm9RYPhtecpQ750bzH8_u Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 5x6 3x6 8x8 3x6 3x6 3x6 3x6 3x6 2x4 3x8 8x8 2x4 3x4 3x6 3x4 3x6 3x4 3x4 0-1-148-1-2 8-1-2 19-8-3 11-7-1 31-3-4 11-7-1 37-9-14 6-6-10 45-11-0 8-1-2 -0-11-0 0-11-0 8-1-2 8-1-2 15-6-5 7-5-3 22-11-8 7-5-3 30-4-11 7-5-3 37-9-14 7-5-3 45-11-0 8-1-2 46-10-0 0-11-0 1-1-06-3-146-5-121-1-06-3-148.00 12 Plate Offsets (X,Y)-- [4:0-3-3,Edge], [9:0-4-12,0-2-0], [19:0-2-8,0-1-8], [20: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-SH 0.81 0.74 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.73 0.06 (loc) 17-19 17-19 13 l/defl >999 >511 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-15: 2x4 SPF No.2, 2-20,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-13 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 6-15, 9-15 REACTIONS. (size)20=0-3-8, 15=0-3-8, 13=0-3-8 Max Horz 20=129(LC 9) Max Uplift 20=-31(LC 10), 15=-84(LC 7), 13=-205(LC 11) Max Grav 20=1251(LC 1), 15=2103(LC 23), 13=565(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1517/78, 4-5=-1159/109, 5-6=-1332/162, 6-8=-115/506, 8-9=-117/558, 9-10=-417/326 BOT CHORD 19-20=-31/1164, 17-19=-58/1492, 15-17=-118/1068, 14-15=-161/268, 13-14=-159/271 WEBS 4-19=0/494, 5-19=-484/164, 5-17=-352/127, 6-17=0/664, 6-15=-1648/109, 8-15=-486/138, 9-15=-732/0, 9-14=0/296, 3-20=-1545/49, 10-13=-453/338 NOTES- 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) -0-11-0 to 2-1-7, Interior(1) 2-1-7 to 3-10-3, Exterior(2R) 3-10-3 to 12-4-1, Interior(1) 12-4-1 to 33-6-15, Exterior(2R) 33-6-15 to 42-0-13, Interior(1) 42-0-13 to 43-9-9, Exterior(2E) 43-9-9 to 46-10-0 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) 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) 20, 15 except (jt=lb) 13=205. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T20 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098017 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-?mEaB9HsmnKimCX?eLsDfezx2ru_QLGm14tfY1zH8_t Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 5x6 3x6 3x4 8x8 3x6 3x8 MT18HS 4x6 4x6 3x4 3x6 3x6 3x6 4x8 3x6 6x16 3x6 8x10 6x6 3x4 3x4 3x4 3x6 7-0-12 7-0-12 18-10-2 11-9-6 30-7-8 11-9-6 31-3-4 0-7-12 31-11-0 0-7-12 38-10-4 6-11-4 45-7-8 6-9-4 -0-11-0 0-11-0 7-0-12 7-0-12 14-11-0 7-10-4 22-9-4 7-10-4 30-7-8 7-10-4 31-11-0 1-3-8 38-10-4 6-11-4 45-7-8 6-9-4 1-1-05-7-105-9-81-3-50-7-45-7-108.00 12 Plate Offsets (X,Y)-- [4:0-3-3,Edge], [11:0-3-3,Edge], [15:0-2-8,0-1-8], [19:0-3-4,0-2-8], [20:0-3-8,Edge], [23:0-2-8,0-1-8], [24: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-SH 0.80 0.71 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.75 0.05 (loc) 21-23 21-23 14 l/defl >999 >496 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-20,10-16: 2x3 SPF No.2, 20-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 19-21,7-19: 2x4 SPF No.2, 13-14,2-24: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 4-11. BOT CHORD Structural wood sheathing directly applied or 5-7-10 oc bracing. WEBS 1 Row at midpt 5-23, 7-19, 11-17 REACTIONS. (size)24=0-3-8, 14=Mechanical, 18=0-3-8 Max Horz 24=102(LC 7) Max Uplift 14=-117(LC 11), 18=-88(LC 7) Max Grav 24=1203(LC 1), 14=380(LC 18), 18=2187(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1467/29, 4-5=-1125/68, 5-7=-1400/53, 7-9=-76/686, 9-10=-87/807, 10-11=-81/750, 11-12=-260/194 BOT CHORD 23-24=-34/1131, 21-23=-75/1565, 20-21=0/384, 9-19=0/436, 18-19=-818/71, 17-18=-842/73 WEBS 4-23=0/523, 5-23=-586/142, 5-21=-322/130, 7-21=0/686, 19-21=-119/729, 7-19=-1870/129, 10-18=-312/20, 11-17=-872/0, 11-15=0/325, 9-18=-719/55, 3-24=-1485/0, 12-14=-260/150 NOTES- 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) -0-11-0 to 2-1-7, Interior(1) 2-1-7 to 2-9-13, Exterior(2R) 2-9-13 to 11-3-11, Interior(1) 11-3-11 to 34-7-5, Exterior(2R) 34-7-5 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 14=117. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T21 Truss Type ROOF SPECIAL Qty 2 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098018 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-UyozOVIVX5SZOL6CC2OSCsVDXFJk9sBvGkcC5TzH8_s Scale = 1:35.2 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 4x6 3x4 3x4 4x8 3x8 3x4 3x4 3x8 3x6 3x12 3x8 4x6 2-3-82-3-8 8-3-86-0-0 14-3-86-0-0 16-3-82-0-0 -0-11-0 0-11-0 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 16-3-8 2-0-0 0-11-85-5-61-1-60-8-06.50 12 Plate Offsets (X,Y)-- [12: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-SH 0.37 0.43 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 0.05 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-12,5-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 7=Mechanical Max Horz 13=89(LC 7) Max Uplift 13=-12(LC 10) Max Grav 13=706(LC 1), 7=638(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1163/47, 3-4=-788/42, 4-5=-789/42, 5-6=-1047/43, 2-13=-671/42, 6-7=-607/10 BOT CHORD 10-11=-94/1090, 9-10=-45/999 WEBS 3-10=-517/142, 4-10=0/391, 5-10=-439/131, 2-11=-48/974, 6-9=-32/910 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) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 5-3-8, Exterior(2R) 5-3-8 to 11-3-8, Interior(1) 11-3-8 to 13-1-12, Exterior(2E) 13-1-12 to 16-1-12 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) 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) 13. 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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T22 Truss Type ROOF SPECIAL Qty 3 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098019 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-y9MLcrJ7IOaQ?VhOmmvhl32OEfevuJS2VOMmdwzH8_r Scale = 1:35.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 4x6 3x4 3x4 4x8 4x8 3x4 3x4 3x8 3x8 3x8 3x12 3x12 2-3-82-3-8 8-3-86-0-0 14-3-86-0-0 16-7-02-3-8 -0-11-0 0-11-0 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 16-7-0 2-3-8 17-6-0 0-11-0 0-11-85-5-60-11-80-8-06.50 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [6:0-3-3,0-1-8], [13: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-SH 0.37 0.43 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 0.05 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-13,5-9: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-3-8 Max Horz 14=-88(LC 8) Max Uplift 14=-11(LC 10), 8=-11(LC 11) Max Grav 14=715(LC 1), 8=715(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1181/44, 3-4=-808/36, 4-5=-808/36, 5-6=-1181/27, 2-14=-680/36, 6-8=-680/36 BOT CHORD 11-12=-82/1106, 10-11=-17/1106 WEBS 4-11=0/406, 3-11=-515/140, 5-11=-515/125, 2-12=-42/988, 6-10=-8/988 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) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 5-3-8, Exterior(2R) 5-3-8 to 11-3-8, Interior(1) 11-3-8 to 14-4-12, Exterior(2E) 14-4-12 to 17-6-0 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) 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) 14, 8. 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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T23 Truss Type HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098020 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QLwjpBJl3iiHdfGaKTQwHHbbQ30MdoyCj25J9MzH8_q Scale = 1:31.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 5x12 4x6 3x4 3x6 3x6 3x4 3x4 3x4 3x8 5x8 5x8 3x8 3x4 3x8 0-1-142-3-8 2-3-8 6-1-14 3-10-6 10-5-2 4-3-5 14-3-8 3-10-6 16-7-0 2-3-8 -0-11-0 0-11-0 2-3-8 2-3-8 6-1-14 3-10-6 10-5-2 4-3-5 14-3-8 3-10-6 16-7-0 2-3-8 17-6-0 0-11-0 0-11-84-1-104-3-80-11-80-8-04-1-106.50 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-6-0,0-0-12], [7:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.29 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.05 (loc) 13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-15,6-10: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=-70(LC 8) Max Uplift 16=-2(LC 10), 9=-2(LC 11) Max Grav 16=715(LC 1), 9=715(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1104/29, 3-4=-937/46, 4-5=-777/58, 5-6=-938/45, 6-7=-1103/29, 2-16=-703/56, 7-9=-703/56 BOT CHORD 13-14=-11/998, 12-13=0/777, 11-12=0/997 WEBS 2-14=0/838, 7-11=0/838 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) -0-11-0 to 2-2-4, Exterior(2R) 2-2-4 to 14-4-12, Exterior(2E) 14-4-12 to 17-6-0 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) 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) 16, 9. 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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss T24 Truss Type HALF HIP Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098021 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-uXU51WKNq0q8FpqntBx9qU7msSOtMJRLyirsiozH8_p Scale = 1:20.6 1 2 3 4 7 6 5 8 4x6 3x4 3x4 2x4 3x4 3x6 0-1-133-2-3 3-2-3 4-11-8 1-9-5 -0-11-0 0-11-0 3-2-3 3-2-3 4-11-8 1-9-5 1-2-03-4-133-6-103-1-50-3-83-4-139.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.14 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 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)7=0-3-8, 5=0-1-8 Max Horz 7=71(LC 10) Max Uplift 5=-20(LC 10) Max Grav 7=258(LC 1), 5=179(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 3-2-3, Exterior(2E) 3-2-3 to 4-9-12 zone; cantilever left and right exposed ; end vertical left 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098022 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Mk1TEsL?bJy?szPzRuSOMiguxsk65jAVBLaQEEzH8_o Scale = 1:24.7 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 4x8 4x8 3x4 3x4 4x6 4x8 3x8 3x8 0-1-34-0-8 4-0-8 8-6-8 4-6-1 12-7-0 4-0-8 -0-11-0 0-11-0 4-0-8 4-0-8 8-6-8 4-6-1 12-7-0 4-0-8 13-6-0 0-11-0 1-1-03-8-23-9-51-1-03-8-28.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-4-0,0-1-9], [4:0-4-0,0-1-9], [5:0-3-3,0-1-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.14 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 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)10=0-3-8, 7=0-3-8 Max Horz 10=-79(LC 6) Max Uplift 10=-112(LC 8), 7=-112(LC 9) Max Grav 10=716(LC 1), 7=716(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-726/121, 3-4=-546/127, 4-5=-725/120, 2-10=-637/106, 5-7=-637/105 BOT CHORD 8-9=-106/547 WEBS 2-9=-91/442, 5-8=-93/441 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=112, 7=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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 66 lb up at 4-0-7, and 75 lb down and 66 lb up at 6-3-8, and 71 lb down and 66 lb up at 8-6-8 on top chord, and 96 lb down and 58 lb up at 2-3-8, 28 lb down at 4-3-8, 28 lb down at 6-3-8, and 28 lb down at 8-3-8, and 96 lb down and 58 lb up at 10-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Continued on page 2 May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098022 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:27 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Mk1TEsL?bJy?szPzRuSOMiguxsk65jAVBLaQEEzH8_o LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-28(B) 4=-28(B) 11=-28(B) 12=-96 13=-16(B) 14=-16(B) 15=-16(B) 16=-96 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 34_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098023 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qwbsSCMdMd4sU7_9?bzdvvD7rG6fqDyeQ?KzmhzH8_n Scale = 1:15.8 1 2 3 4 7 6 5 4x6 3x4 3x4 2x4 3x4 3x4 0-1-41-10-7 1-10-7 3-5-12 1-7-5 -0-11-0 0-11-0 1-10-7 1-10-7 3-5-12 1-7-5 1-2-02-5-92-6-132-0-10-5-82-5-99.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.06 0.02 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-12 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)7=0-3-8, 5=0-1-8 Max Horz 7=65(LC 5) Max Uplift 7=-25(LC 8), 5=-38(LC 5) Max Grav 7=201(LC 1), 5=116(LC 1) 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; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) 55 lb down and 42 lb up at 1-10-7 on top chord, and 18 lb down and 17 lb up at 1-10-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). 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: 6=1(F)May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098024 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qwbsSCMdMd4sU7_9?bzdvvD7IG6nqDveQ?KzmhzH8_n Scale = 1:11.1 1 2 3 4 7 6 5 8 9 4x6 3x4 3x4 2x4 3x4 3x4 0-10-50-10-5 3-9-82-11-3 -0-11-0 0-11-0 0-10-5 0-10-5 3-9-8 2-11-3 1-1-01-7-141-2-60-5-81-7-148.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.05 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: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 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)7=0-3-8, 5=0-1-8 Max Horz 7=28(LC 5) Max Uplift 7=-11(LC 8), 5=-12(LC 5) Max Grav 7=202(LC 1), 5=139(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 87 lb up at 0-10-5, and 27 lb down and 34 lb up at 1-10-4 on top chord, and 6 lb down and 7 lb up at 0-10-5, and 18 lb down at 1-10-4 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). 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=28(F) 6=7(F) 8=-21(F) 9=-13(F) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098025 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-I69EfYMF7xCj6GZMZJUsS7lIcgSdZgRnef3XI7zH8_m Scale = 1:11.2 1 2 3 4 6 57 3x4 3x4 3x4 3x4 3x4 0-10-50-10-5 1-11-81-1-3 -0-11-0 0-11-0 0-10-5 0-10-5 1-11-8 1-1-3 1-1-01-7-141-2-60-5-81-7-148.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.01 0.00 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: 9 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 1-11-8 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)6=0-3-8, 5=0-1-8 Max Horz 6=43(LC 5) Max Uplift 6=-12(LC 8), 5=-31(LC 13) Max Grav 6=151(LC 25), 5=107(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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) 58 lb down and 63 lb up at 1-9-12 on top chord, and 7 lb down and 7 lb up at 0-10-5, and 37 lb down at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 4=-32(B) 5=-22(B) 7=7(B) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098026 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-FVH_4EOWfYTQLajkgkXKXYrZaT1f1Qs46zYdN0zH8_k Scale = 1:51.2 Sheet BackRight Option 6-5-51 Ply 7/16OSB8 1 2 3 4 5 6 7 8 12 11 10 9 25 32 33 34 35 36 4x6 4x6 3x8 4x6 4x6 3x6 4x8 4x8 3x6 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-9-05-0-0 8-4-9 11- 5 - 1 1 9-11-8 9-11-8 13-5-11 3-6-3 19-11-0 6-5-5 -0-11-0 0-11-0 4-11-3 4-11-3 5-11-8 1-0-6 9-11-8 4-0-0 14-11-14 5-0-6 19-11-0 4-11-2 20-10-0 0-11-0 1-2-08-7-101-2-09.00 12 Plate Offsets (X,Y)-- [13:0-3-7,0-1-4] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.42 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.11 0.01 (loc) 9-10 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 13-14,14-15,30-31: 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. (size)12=0-3-8, 9=0-3-8 Max Horz 12=169(LC 7) Max Uplift 12=-22(LC 8), 9=-110(LC 9) Max Grav 12=845(LC 25), 9=802(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/73, 3-4=-713/101, 4-5=-660/101, 5-6=-690/69, 6-7=-292/152, 2-12=-332/77, 7-9=-304/149 BOT CHORD 10-12=-67/666, 9-10=-4/623 WEBS 4-10=-44/504, 3-12=-624/48, 6-9=-648/13 NOTES- 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) 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) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 9=110. 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) 24 lb down and 105 lb up at 19-1-11 on top chord, and 14 lb down and 31 lb up at 13-10-4, 14 lb down and 31 lb up at 15-10-4, and 14 lb down and 31 lb up at 17-10-4, and 4 lb down and 10 lb up at 19-1-11 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098026 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:31 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-FVH_4EOWfYTQLajkgkXKXYrZaT1f1Qs46zYdN0zH8_k LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-7=-60, 7-8=-60, 9-12=-20 Concentrated Loads (lb) Vert: 32=35(F) 33=4(F) 34=4(F) 35=4(F) 36=4(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 34_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098027 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BuPkVwQmB9j8aut7o9ZoczwohHhGVNBNZH1kRuzH8_i Scale = 1:73.1 Sheet Back Right Option 8-11-5 1 Ply 7/16OSB8 1 2 3 4 5 6 78 9 10 11 17 16 1514 13 12 44 45 46 47 48 49 50 51 3x6 5x6 3x6 12x12 4x6 3x6 4x6 3x4 5x8 3x8 3x4 4x8 3x6 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x8 2x4 2x4 4x8 2x4 2x4 2x4 2x4 4x6 2x4 3x8 3x6 6x16 3x6 8-11-55-7-4 4-5-012- 7 - 1 1 7-4-7 7-4-7 14-5-5 7-0-15 18-7-11 4-2-5 21-5-11 2-10-0 30-5-0 8-11-5 -0-11-0 0-11-0 7-4-7 7-4-7 9-11-8 2-7-1 14-5-5 4-5-13 18-7-11 4-2-5 24-4-9 5-8-15 30-5-0 6-0-7 31-4-0 0-11-0 1-2-012-0-03-2-012-0-09.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-1-12], [6:0-3-12,0-1-12], [17:Edge,0-10-4], [20:0-1-9,0-1-0], [20:0-1-12,0-1-8], [26:0-2-0,0-0-14], [43:0-1-8,0-1-0], [44:0-1-4,0-0-12], [45:0-2-8 ,0-0-8], [45:0-8-0,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.54 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.32 0.02 (loc) 12-13 12-13 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 412 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,2-17,2-16,10-12,44-45,9-45: 2x4 SPF-S Stud 18-19,20-42,43-44,44-45,9-45,20-43: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 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 3-15, 5-13 JOINTS 1 Brace at Jt(s): 44, 45 REACTIONS. (size)17=0-3-8, 12=0-3-8 Max Horz 17=248(LC 7) Max Uplift 17=-80(LC 8), 12=-299(LC 9) Max Grav 17=1282(LC 1), 12=1336(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1524/131, 3-5=-1154/202, 5-6=-784/251, 6-8=-1104/280, 2-17=-1207/118, 10-12=-312/117 BOT CHORD 16-17=-236/470, 15-16=-126/1171, 13-15=-88/830, 12-13=-109/803 WEBS 3-15=-456/143, 5-15=-162/436, 5-13=-297/301, 6-13=-149/411, 2-16=0/809, 8-45=-1173/114, 12-45=-1185/114 NOTES- 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) 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) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 12=299. 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 45 lb up at 28-9-0 on top chord, and 130 lb down and 142 lb up at 19-8-4, 46 lb down and 42 lb up at 21-8-4, 46 lb down and 42 lb up at 23-8-4, 46 lb down and 42 lb up at 25-8-4, and 46 lb down and 42 lb up at 27-8-4, and 90 lb down and 96 lb up at 28-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098027 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:33 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BuPkVwQmB9j8aut7o9ZoczwohHhGVNBNZH1kRuzH8_i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-10=-60, 10-11=-60, 12-17=-20 Concentrated Loads (lb) Vert: 46=-37(F) 47=0(F) 48=0(F) 49=0(F) 50=0(F) 51=0(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 34_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 34 Estates at Towne Meadow Job Reference (optional) I46098028 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7GWVwbR0inzsqB0VvZbGhO?9E5NSzHAg1bWrWnzH8_g Scale = 1:71.6 1 2 3 4 5 6 7 8 14 13 12 11 10 91516171819202122232425262728 3x6 5x6 3x4 10x10 4x6 3x6 4x6 5x8 3x6 3x4 5x8 4x6 7-4-77-4-7 14-5-57-0-15 18-7-114-2-5 20-9-122-2-1 30-5-09-7-4 -0-11-0 0-11-0 7-4-7 7-4-7 14-5-5 7-0-15 18-7-11 4-2-5 24-4-9 5-8-15 30-5-0 6-0-7 1-2-012-0-03-2-012-0-09.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-1-12], [11:0-2-7,0-2-0], [14:Edge,0-8-12] 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-SH 0.77 0.56 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.30 0.01 (loc) 9-10 9-10 9 l/defl >655 >382 n/a L/d 240 180 n/a PLATES MT20 Weight: 380 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 9-11: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-13,7-10,2-14,2-13,8-9: 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.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS. (size)14=0-3-8, 10=0-3-8, 9=0-3-8 Max Horz 14=243(LC 5) Max Uplift 14=-509(LC 8), 10=-1332(LC 9), 9=-301(LC 9) Max Grav 14=2250(LC 1), 10=4940(LC 1), 9=1207(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2792/713, 3-5=-1444/434, 5-6=-1034/391, 7-8=-282/138, 2-14=-2073/517, 8-9=-268/103 BOT CHORD 13-14=-305/602, 12-13=-636/2132, 10-12=-164/350 WEBS 3-13=-388/1369, 3-12=-1474/519, 5-12=-219/516, 7-10=-362/207, 2-13=-430/1667, 6-10=-2155/511, 6-12=-584/1975 NOTES- 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) 14=509, 10=1332, 9=301. 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. Continued on page 2 May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 34 Estates at Towne Meadow Job Reference (optional) I46098028 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:35 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7GWVwbR0inzsqB0VvZbGhO?9E5NSzHAg1bWrWnzH8_g NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 308 lb down and 93 lb up at 4-2-0, 325 lb down and 137 lb up at 6-2-12, 639 lb down and 257 lb up at 8-2-12, 207 lb down and 94 lb up at 9-7-4, 283 lb down and 136 lb up at 11-7-4, 432 lb down and 167 lb up at 13-7-4, 556 lb down and 194 lb up at 15-7-4, 454 lb down and 171 lb up at 17-5-4, 454 lb down and 171 lb up at 19-5-4, 454 lb down and 171 lb up at 21-5-4, 454 lb down and 171 lb up at 23-5-4, 589 lb down and 209 lb up at 25-5-4, and 446 lb down and 172 lb up at 27-5-4, and 323 lb down and 156 lb up at 29-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 15=-308(B) 16=-317(B) 17=-639(B) 18=-206(B) 19=-283(B) 20=-432(B) 21=-556(B) 22=-454(B) 23=-454(B) 24=-454(B) 25=-454(B) 26=-589(B) 27=-446(B) 28=-323(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 34_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type COMMON GIRDER Qty 1 Ply 2 34 Estates at Towne Meadow Job Reference (optional) I46098029 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-3feFLHTHEODa3VAu1_ekmp5Y_u56R6szUv?yafzH8_e Scale = 1:39.1 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 10x16 MT18HS 4x8 10x16 MT18HS 10x10 4x10 10x10 4x10 5-0-135-0-13 9-10-34-9-5 14-11-05-0-13 3-10-8 3-10-8 7-5-8 3-7-0 11-0-8 3-7-0 14-11-0 3-10-8 1-2-06-9-21-2-09.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-12], [5:Edge,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.36 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-9,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=121(LC 28) Max Uplift 6=-141(LC 9) Max Grav 9=4478(LC 1), 6=4678(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1182/0, 2-3=-4660/127, 3-4=-4738/220, 4-5=-1237/90, 1-9=-812/7, 5-6=-846/71 BOT CHORD 8-9=-58/3565, 7-8=-31/2732, 6-7=-87/3626 WEBS 3-7=-222/2945, 4-7=-130/539, 3-8=-10/2768, 2-8=-130/534, 2-9=-3786/109, 4-6=-3811/96 NOTES- 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. 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) 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) 6=141. 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) 1053 lb down at 1-7-4, 1091 lb down and 38 lb up at 3-7-4, 1159 lb down and 56 lb up at 5-7-4, 1214 lb down and 72 lb up at 7-7-4, 1156 lb down and 61 lb up at 9-5-4, and 1156 lb down and 61 lb up at 11-5-4, and 1156 lb down and 61 lb up at 13-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type COMMON GIRDER Qty 1 Ply 2 34 Estates at Towne Meadow Job Reference (optional) I46098029 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:37 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-3feFLHTHEODa3VAu1_ekmp5Y_u56R6szUv?yafzH8_e LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 10=-1053(F) 11=-1091(F) 12=-1159(F) 13=-1214(F) 14=-1156(F) 15=-1156(F) 16=-1156(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 34_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 34 Estates at Towne Meadow Job Reference (optional) I46098030 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-01m0lzUXm?TIIpKH8PgCrEAsRilIv?UGxDU2fYzH8_c Scale = 1:83.4 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 31 32 33 34 35 36 5x6 5x6 3x6 4x6 4x6 3x6 4x6 6x8 4x6 12x12 4x6 5x12 3x8 4x6 5x6 4x8 4x6 4x6 8x8 3x6 0-1-311-2-2 11-2-2 16-7-0 5-4-14 24-5-8 7-10-8 31-3-4 6-9-12 40-2-9 8-11-5 45-11-0 5-8-7 -0-11-0 0-11-0 8-3-8 8-3-8 11-2-2 2-10-10 16-7-0 5-4-14 24-5-8 7-10-8 32-4-1 7-10-8 40-2-9 7-10-8 45-11-0 5-8-7 46-10-0 0-11-0 0-11-85-5-63-9-76-5-61-1-01-0-04-9-76.50 12 8.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-2-3], [22:0-3-7,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.50 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.29 0.05 (loc) 17-18 17-18 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 447 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-18: 2x4 SPF-S Stud, 12-16: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 9-14: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -t 3-4-14 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.): 5-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,12-14. WEBS 1 Row at midpt 7-15 REACTIONS. (size)15=0-3-8, 12=0-3-8, 23=0-3-8 Max Horz 23=101(LC 7) Max Uplift 15=-751(LC 9), 12=-178(LC 9), 23=-8(LC 8) Max Grav 15=4991(LC 1), 12=317(LC 36), 23=1433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-773/0, 3-4=-1956/89, 4-5=-3364/114, 5-6=-2990/76, 6-7=-3631/196, 7-9=-138/2846, 10-12=-136/321, 2-23=-533/0 BOT CHORD 22-23=0/662, 20-22=0/1675, 19-20=-105/3691, 18-19=-72/314, 6-19=-331/311, 17-18=-71/294, 15-17=-233/721, 14-15=-2411/121 WEBS 4-20=-57/2597, 5-20=-1790/107, 6-20=-862/167, 17-19=-164/432, 7-19=0/3145, 7-17=-185/674, 7-15=-4231/453, 9-15=-1856/281, 9-14=-280/2669, 10-14=-429/85, 3-22=-1353/151 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row 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) 23 except (jt=lb) 15=751, 12=178. 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. Continued on page 2 May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 34 Estates at Towne Meadow Job Reference (optional) I46098030 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:39 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-01m0lzUXm?TIIpKH8PgCrEAsRilIv?UGxDU2fYzH8_c NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 630 lb down at 16-4-4, 163 lb down and 86 lb up at 18-4-4, 163 lb down and 86 lb up at 20-4-4, 163 lb down and 86 lb up at 22-4-4, 163 lb down and 86 lb up at 24-4-4, 163 lb down and 86 lb up at 26-4-4, 163 lb down and 86 lb up at 28-4-4, 163 lb down and 86 lb up at 30-4-4, 163 lb down and 86 lb up at 32-4-4, 163 lb down and 86 lb up at 34-4-4, 163 lb down and 86 lb up at 36-4-4, 163 lb down and 86 lb up at 38-4-4, 163 lb down and 86 lb up at 40-1-13, and 161 lb down and 39 lb up at 42-1-13, and 158 lb down and 46 lb up at 44-1-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 4-5=-60, 5-10=-60, 10-13=-60, 19-23=-20, 12-18=-20 Concentrated Loads (lb) Vert: 17=-163 14=-163 24=-630(B) 25=-163 26=-163 27=-163 28=-163 29=-163 30=-163 31=-163 32=-163 33=-163 34=-163 35=-161 36=-158 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 34_ESTATES_AT_TOWNE_~W Truss TG10 Truss Type HALF HIP GIRDER Qty 1 Ply 2 34 Estates at Towne Meadow Job Reference (optional) I46098031 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-yQumAfWnIdj0Y6UfGqigxfFDEVOYNx1ZPXz9jQzH8_a Scale = 1:79.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 122021222324252627282930313233343536373839 5x6 3x6 3x4 4x6 4x10 4x6 4x6 4x6 3x8 2x4 5x12 2x4 3x4 4x6 5x12 3x6 3x6 4x6 4-8-14-8-1 13-6-78-10-6 22-4-148-10-6 31-3-48-10-6 38-4-27-0-14 45-7-87-3-6 -0-11-0 0-11-0 4-8-1 4-8-1 13-6-7 8-10-6 22-4-14 8-10-6 31-3-4 8-10-6 38-4-2 7-0-14 45-7-8 7-3-6 1-1-04-0-84-2-64-0-88.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-0-4], [4:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.64 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.29 0.03 (loc) 16-18 16-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 414 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-19,5-16,8-16: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 2-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-11. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 2=0-3-8, 14=0-3-8 Max Horz 2=102(LC 8) Max Uplift 12=-73(LC 4), 2=-410(LC 5), 14=-1135(LC 5) Max Grav 12=328(LC 22), 2=1931(LC 1), 14=4191(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2716/677, 4-5=-2087/549, 5-7=-2357/641, 7-8=-2357/641 BOT CHORD 2-19=-561/2132, 18-19=-1080/3964, 16-18=-1080/3964, 14-16=-2185/594, 13-14=-2185/594 WEBS 4-19=-327/1216, 5-19=-2073/609, 5-18=-241/833, 5-16=-1739/475, 7-16=-519/147, 8-16=-1337/4915, 8-14=-3449/934, 8-13=-630/2330, 10-13=-514/139 NOTES- 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=410, 14=1135. 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. Continued on page 2 May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG10 Truss Type HALF HIP GIRDER Qty 1 Ply 2 34 Estates at Towne Meadow Job Reference (optional) I46098031 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:41 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-yQumAfWnIdj0Y6UfGqigxfFDEVOYNx1ZPXz9jQzH8_a NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 55 lb up at 2-8-13, 125 lb down and 77 lb up at 4-8-13, 125 lb down and 77 lb up at 6-5-4, 125 lb down and 77 lb up at 8-5-4, 125 lb down and 77 lb up at 10-5-4, 125 lb down and 77 lb up at 12-5-4, 125 lb down and 77 lb up at 14-5-4, 125 lb down and 77 lb up at 15-8-4, 125 lb down and 77 lb up at 17-8-4, 125 lb down and 77 lb up at 19-8-4, 125 lb down and 77 lb up at 21-8-4, 125 lb down and 77 lb up at 23-8-4, 125 lb down and 77 lb up at 25-8-4, 125 lb down and 77 lb up at 27-8-4, 125 lb down and 77 lb up at 29-8-4, 125 lb down and 77 lb up at 31-8-4, 125 lb down and 77 lb up at 33-8-4, 125 lb down and 77 lb up at 35-8-4, 125 lb down and 77 lb up at 37-8-4, 125 lb down and 77 lb up at 39-8-4, and 125 lb down and 77 lb up at 41-8-4, and 125 lb down and 77 lb up at 43-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-11=-60, 2-12=-20 Concentrated Loads (lb) Vert: 19=-125 15=-125 20=-126 21=-125 22=-125 23=-125 24=-125 25=-125 26=-125 27=-125 28=-125 29=-125 30=-125 31=-125 32=-125 33=-125 34=-125 35=-125 36=-125 37=-125 38=-125 39=-125 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 34_ESTATES_AT_TOWNE_~W Truss TG11 Truss Type HALF HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098032 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QcR8O?XP3wrt9G3rpYDvTsoX_vtS6ZGieBjjGtzH8_Z Scale = 1:17.2 1 2 3 4 7 6 5 4x6 3x4 3x4 2x4 3x4 3x4 0-1-42-3-3 2-3-3 4-0-8 1-9-5 -0-11-0 0-11-0 2-3-3 2-3-3 4-0-8 1-9-5 1-2-02-9-22-10-62-3-100-5-82-9-29.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.09 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 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)7=0-3-8, 5=0-1-8 Max Horz 7=54(LC 8) Max Uplift 7=-14(LC 8), 5=-35(LC 5) Max Grav 7=228(LC 1), 5=146(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) 64 lb down and 67 lb up at 2-3-3 on top chord, and 25 lb down at 2-3-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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=-1(B) 6=-9(B) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG12 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098033 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-up?WbLX1qEzjnQe2NFl804KarJ?sr?FrsrSGoJzH8_Y Scale = 1:22.3 1 2 3 6 5 4 7 8 3x12 4x6 3x4 3x4 2x4 1-2-21-2-2 4-11-83-9-6 1-2-2 1-2-2 4-11-8 3-9-6 1-0-93-10-101-0-99.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-0-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.54 0.91 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.00 (loc) 4-5 4-5 4 l/defl >999 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 4-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Structural wood sheathing directly applied or 7-1-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical Max Horz 6=69(LC 8) Max Grav 6=961(LC 1), 4=651(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 620 lb down at 0-10-12, and 618 lb down at 2-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 4-6=-20 Concentrated Loads (lb) Vert: 7=-620(F) 8=-618(F) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG13 Truss Type HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098034 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-M?ZvpgYgbY5aPaCExyGNYHtnDjSAaNW?5VCpKlzH8_X Scale = 1:31.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 24 4x6 4x6 5x10 MT18HS 4x6 3x6 3x6 3x6 5x10 MT18HS0-1-33-4-10 3-4-10 13-2-6 9-9-12 16-7-0 3-4-10 -0-11-0 0-11-0 3-4-10 3-4-10 8-3-8 4-10-14 13-2-6 4-10-14 16-7-0 3-4-10 17-6-0 0-11-0 0-11-82-8-52-9-80-11-82-8-56.50 12 Plate Offsets (X,Y)-- [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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.46 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.22 0.02 (loc) 9-11 9-11 8 l/defl >999 >892 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 68 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-12,6-8: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=-48(LC 6) Max Uplift 12=-109(LC 8), 8=-109(LC 9) Max Grav 12=725(LC 1), 8=725(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-912/146, 3-4=-727/134, 4-5=-727/135, 5-6=-912/147, 2-12=-614/99, 6-8=-614/99 BOT CHORD 11-12=-130/740, 9-11=-279/1124, 8-9=-107/740 WEBS 3-11=-13/325, 4-11=-461/191, 4-9=-461/190, 5-9=-14/325 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) 12=109, 8=109. 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) 18 lb down and 22 lb up at 2-3-8, 52 lb down and 39 lb up at 4-3-8, 53 lb down and 39 lb up at 6-3-8, 53 lb down and 39 lb up at 8-3-8, 53 lb down and 39 lb up at 10-3-8, and 52 lb down and 39 lb up at 12-3-8, and 18 lb down and 22 lb up at 14-3-8 on top chord, and 18 lb down and 21 lb up at 2-3-8, 15 lb down and 13 lb up at 4-3-8, 15 lb down and 13 lb up at 6-3-8, 15 lb down and 13 lb up at 8-3-8, 15 lb down and 13 lb up at 10-3-8, and 15 lb down and 13 lb up at 12-3-8, and 18 lb down and 21 lb up at 14-3-8 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 May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG13 Truss Type HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098034 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:44 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-M?ZvpgYgbY5aPaCExyGNYHtnDjSAaNW?5VCpKlzH8_X LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 10=0(B) 19=-10(B) 20=0(B) 21=0(B) 22=0(B) 23=0(B) 24=-10(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 34_ESTATES_AT_TOWNE_~W Truss TG14 Truss Type HALF HIP GIRDER Qty 2 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098035 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qB7H00ZIMrDR0knQVgnc5VQ1Z7vFJvH8K9xNsCzH8_W Scale = 1:13.8 1 2 3 7 6 4 5 4x6 3x4 2x4 3x4 0-1-41-4-0 1-4-0 2-2-0 0-10-0 -0-11-0 0-11-0 1-4-0 1-4-0 2-2-0 0-10-0 1-2-02-0-122-2-02-0-121-9-49.00 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 0.08 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 2-2-0 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)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=35(LC 5) Max Uplift 4=-10(LC 5), 7=-1(LC 8), 5=-8(LC 8) Max Grav 4=30(LC 22), 7=158(LC 1), 5=39(LC 3) 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) 10 lb down and 24 lb up at 1-4-0 on top chord, and 7 lb down and 2 lb up at 1-4-0 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: 6=2(F) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss TG15 Truss Type HALF HIP GIRDER Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098036 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qB7H00ZIMrDR0knQVgnc5VQ0C7u5Jv28K9xNsCzH8_W Scale = 1:13.8 1 2 3 4 7 6 5 8 9 4x6 3x4 3x4 2x4 3x4 3x6 0-1-41-4-13 1-4-13 4-11-8 3-6-11 -0-11-0 0-11-0 1-4-13 1-4-13 4-11-8 3-6-11 1-2-02-1-62-2-101-7-140-5-82-1-69.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.09 0.02 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: 20 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 4-11-8 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)7=0-3-8, 5=0-1-8 Max Horz 7=36(LC 5) Max Uplift 7=-23(LC 8), 5=-26(LC 5) Max Grav 7=255(LC 1), 5=178(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) 49 lb down and 25 lb up at 1-4-13, and 45 lb down and 26 lb up at 3-0-4 on top chord, and 12 lb down and 15 lb up at 1-4-13, and 9 lb down and 10 lb up at 3-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 6=3(B) 9=1(B) May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V01 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098037 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-JOhfDMaw79MIeuMd2NIreiyC4WFv2MeIYphwPezH8_V Scale = 1:10.3 1 2 3 3x4 3x4 3x4 2-0-0 2-0-0 0-0-41-5-138.00 12 Plate Offsets (X,Y)-- [2:0-2-11,Edge], [3: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 0.09 0.05 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: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-2-6, 3=2-2-6 Max Horz 1=32(LC 7) Max Uplift 3=-9(LC 10) Max Grav 1=71(LC 1), 3=74(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V02 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098038 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-naF1RiaYuTU9G1xpc5p4AwVGVwX5noORnTQUx4zH8_U Scale = 1:27.6 1 2 3 4 5 6 3x8 6x6 3x8 2x4 0-0-50-0-5 11-5-1011-5-5 5-8-13 5-8-13 11-5-10 5-8-13 0-0-44-3-100-0-49.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [2:Edge,0-2-8], [3:0-2-13,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-SH 0.56 0.31 0.10 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: 27 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. (size)1=11-4-15, 3=11-4-15, 4=11-4-15 Max Horz 1=72(LC 7) Max Uplift 1=-5(LC 10), 3=-13(LC 11) Max Grav 1=206(LC 1), 3=206(LC 1), 4=438(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 0-5-1 to 3-5-1, Exterior(2R) 3-5-1 to 8-0-9, Exterior(2E) 8-0-9 to 11-0-9 zone; cantilever left and right exposed ; end 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) 1, 3. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V03 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098039 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-naF1RiaYuTU9G1xpc5p4AwVIjwTbnpuRnTQUx4zH8_U Scale = 1:19.8 1 2 3 4 5 3x4 3x4 3x4 0-0-50-0-5 7-10-157-10-10 3-11-7 3-11-7 7-10-15 3-11-8 0-0-42-11-100-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.54 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 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=7-10-4, 3=7-10-4 Max Horz 1=-48(LC 6) Max Grav 1=283(LC 1), 3=283(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 0-5-1 to 3-5-1, Exterior(2R) 3-5-1 to 4-5-14, Exterior(2E) 4-5-14 to 7-5-14 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) 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V04 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098040 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-FmpPe2bAfmc0uBW?AoKJj72YOKtqWG8a07A1TWzH8_T Scale = 1:10.9 1 2 3 3x4 3x4 3x4 4-3-154-3-15 4-4-40-0-5 2-2-2 2-2-2 4-4-4 2-2-2 0-0-41-7-100-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.28 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: 7 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 4-4-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-3-10, 3=4-3-10 Max Horz 1=-25(LC 6) Max Grav 1=149(LC 1), 3=149(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V05 Truss Type GABLE Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098041 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-jzNosOcoP4ktVL5CkWrYFLafhkGkFeVkFnva0zzH8_S Scale = 1:68.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x4 3x4 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 26-9-1126-9-11 12-3-0 12-3-0 26-9-11 14-6-11 1-8-1210-11-00-0-49.00 12 Plate Offsets (X,Y)-- [6:0-2-0,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-SH 0.32 0.11 0.38 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: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-13: 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 4-13 REACTIONS.All bearings 26-9-11. (lb) - Max Horz 17=-204(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 17, 15, 16, 12, 11, 10 except 9=-104(LC 7) Max Grav All reactions 250 lb or less at joint(s) 17, 9 except 13=352(LC 19), 15=334(LC 17), 16=368(LC 17), 12=341(LC 18), 11=332(LC 18), 10=287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-205/259, 4-5=-205/276 WEBS 4-13=-271/112, 3-15=-258/132, 2-16=-275/146, 5-12=-262/133, 7-11=-250/129 NOTES- 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) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 9-3-0, Exterior(2R) 9-3-0 to 15-3-0, Interior(1) 15-3-0 to 23-4-10, Exterior(2E) 23-4-10 to 26-4-10 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) 17, 15, 16, 12, 11, 10 except (jt=lb) 9=104. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V06 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098042 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-B9wA3kdQAOsk7VgOHDNnoY7tm8bm_7stTQf8YPzH8_R Scale = 1:62.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -0-1-140-1-14 25-0-625-0-6 12-3-0 12-3-0 25-0-6 12-9-6 0-0-49-7-00-0-49.00 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-SH 0.18 0.12 0.24 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: 86 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 25-1-14. (lb) - Max Horz 1=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 10=255(LC 20), 12=327(LC 17), 13=384(LC 17), 9=325(LC 18), 8=388(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-257/133, 2-13=-273/136, 5-9=-255/133, 6-8=-275/135 NOTES- 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) -0-0-3 to 2-11-13, Interior(1) 2-11-13 to 9-3-0, Exterior(2R) 9-3-0 to 15-3-0, Interior(1) 15-3-0 to 21-7-2, Exterior(2E) 21-7-2 to 24-7-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 13, 9, 8. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V07 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098043 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fLUYH4e3xh_blfFarxu0Lmg2eXxUja71i4Oh4rzH8_Q Scale = 1:52.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 22-0-121-11-12 11-0-0 11-0-0 22-0-1 11-0-1 0-0-48-3-00-0-49.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [6:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.09 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 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 21-11-6. (lb) - Max Horz 1=-142(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 12=352(LC 17), 13=294(LC 17), 9=352(LC 18), 8=294(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-271/140, 5-9=-271/139 NOTES- 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) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 18-6-13, Exterior(2E) 18-6-13 to 21-6-13 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 13, 9, 8. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V08 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098044 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fLUYH4e3xh_blfFarxu0Lmg0EXurjbV1i4Oh4rzH8_Q Scale = 1:44.5 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 18-5-118-5-1 18-5-60-0-5 9-2-11 9-2-11 18-5-6 9-2-11 0-0-46-11-00-0-49.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.26 0.15 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: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-4-11. (lb) - Max Horz 1=119(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 9=-110(LC 10), 6=-109(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=441(LC 17), 6=440(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-331/159, 4-6=-331/158 NOTES- 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) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 6-2-11, Exterior(2R) 6-2-11 to 12-2-11, Interior(1) 12-2-11 to 15-0-13, Exterior(2E) 15-0-13 to 18-0-13 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 110 lb uplift at joint 9 and 109 lb uplift at joint 6. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V09 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098045 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7X2wUPehi?6SMpqmPePFtzCBAxHlS3IAxk8EcIzH8_P Scale = 1:35.4 1 2 3 4 5 8 7 6 9 10 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 14-10-614-10-6 14-10-110-0-5 7-5-6 7-5-6 14-10-11 7-5-5 0-0-45-7-00-0-49.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.09 0.12 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 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 14-10-1. (lb) - Max Horz 1=95(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=338(LC 17), 6=338(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-250/129 NOTES- 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) 0-5-1 to 3-5-6, Interior(1) 3-5-6 to 4-5-6, Exterior(2R) 4-5-6 to 10-5-6, Interior(1) 10-5-6 to 11-5-6, Exterior(2E) 11-5-6 to 14-5-10 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) 8, 6. 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V10 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098046 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bkcIhlfJTJEJ_yPzzLwUQBlIELadBWwK9Oto9kzH8_O Scale = 1:27.0 1 2 3 4 5 6 3x8 6x6 3x8 2x4 0-0-50-0-5 11-4-111-3-12 5-8-0 5-8-0 11-4-1 5-8-1 0-0-44-3-00-0-49.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [2:0-1-14,Edge], [3:0-2-13,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-SH 0.55 0.31 0.09 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: 27 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. (size)1=11-3-6, 3=11-3-6, 4=11-3-6 Max Horz 1=-71(LC 6) Max Uplift 1=-5(LC 10), 3=-13(LC 11) Max Grav 1=203(LC 1), 3=204(LC 1), 4=432(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 0-5-1 to 3-5-1, Exterior(2R) 3-5-1 to 7-11-0, Exterior(2E) 7-11-0 to 10-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V11 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098047 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-4wAhv5gxEcMAc6z9W3RjyOIVDlsZw_dTO2dLhAzH8_N Scale = 1:19.5 1 2 3 4 5 3x4 3x4 3x4 7-9-17-9-1 7-9-60-0-5 3-10-11 3-10-11 7-9-6 3-10-11 0-0-42-11-00-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.40 0.52 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 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=7-8-11, 3=7-8-11 Max Horz 1=-47(LC 6) Max Grav 1=277(LC 1), 3=277(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) 0-5-1 to 3-5-1, Exterior(2R) 3-5-1 to 4-4-5, Exterior(2E) 4-4-5 to 7-4-5 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) 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V12 Truss Type Valley Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098048 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bETxrHahBEc_aIFGYzuGQIz3n0H-4wAhv5gxEcMAc6z9W3RjyOIa_lwZw_dTO2dLhAzH8_N Scale = 1:10.7 1 2 3 3x4 3x4 3x4 4-2-114-2-11 2-1-6 2-1-6 4-2-11 2-1-5 0-0-41-7-00-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.26 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: 7 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 4-2-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-2-11, 3=4-2-11 Max Horz 1=-24(LC 6) Max Grav 1=144(LC 1), 3=144(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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V13 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098049 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Y6k36RhZ?wU1DGYL4myyVcqln9K0fRtcdiMvDdzH8_M Scale = 1:11.1 1 2 3 3x4 3x4 3x4 2-2-5 2-2-5 0-0-41-7-129.00 12 Plate Offsets (X,Y)-- [2:0-2-12,Edge], [3: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 0.09 0.05 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-2-0, 3=2-2-0 Max Horz 1=36(LC 7) Max Uplift 3=-11(LC 10) Max Grav 1=71(LC 1), 3=75(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V14 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098050 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Y6k36RhZ?wU1DGYL4myyVcqeF9FOfRtcdiMvDdzH8_M Scale = 1:11.0 1 2 3 3x4 3x4 3x4 4-11-10 4-11-10 0-0-41-7-144.00 12 Plate Offsets (X,Y)-- [3: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 0.58 0.35 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-10-14, 3=4-10-14 Max Horz 1=43(LC 7) Max Uplift 1=-5(LC 6), 3=-12(LC 10) Max Grav 1=167(LC 1), 3=167(LC 1) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) 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.). May 13,2021 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 34_ESTATES_AT_TOWNE_~W Truss V15 Truss Type VALLEY Qty 1 Ply 1 34 Estates at Towne Meadow Job Reference (optional) I46098051 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 20:24:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-0JIRKnhBmEctrQ7YeUTB2pNvoYemOu7msM6Sl3zH8_L Scale = 1:7.7 1 2 3 3x4 3x4 3x4 2-11-10 2-11-10 0-0-40-11-144.00 12 Plate Offsets (X,Y)-- [3: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 0.14 0.09 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-10-14, 3=2-10-14 Max Horz 1=23(LC 9) Max Uplift 1=-3(LC 6), 3=-6(LC 10) Max Grav 1=87(LC 1), 3=87(LC 1) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) 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.). May 13,2021 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