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HomeMy WebLinkAboutETM 023 - I4951397616023 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). January 4,2022 Liu, Xuegang Pages or sheets covered by this seal: I49513976 thru I49514034 My license renewal date for the state of Indiana is July 31, 2022. 23_Estates_at_Towne_Meadow 23 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 23_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513976 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-3N2jJ8jHRDXx9_NQpjwiRL6?J9UHcBOQifu3J8zz2Tb Scale = 1:12.2 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 7 6 3x4 3x4 3x4 3x4 2x4 2x4 -0-11-0 0-11-0 4-11-8 4-11-8 0-8-01-10-143.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-3], [6: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 0.12 0.08 0.05 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 120 120 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-10-0 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)6=4-11-8, 2=4-11-8, 7=4-11-8 Max Horz 2=45(LC 7) Max Uplift 6=-20(LC 3), 2=-27(LC 6), 7=-20(LC 10) Max Grav 6=3(LC 10), 2=184(LC 1), 7=277(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 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513977 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-Xac5XUkvCWfon8ycNQRxzZf8WZpcLdNZxJedrazz2Ta Scale = 1:14.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 7 6 3x4 3x4 3x4 3x4 2x4 2x4 -0-11-0 0-11-0 5-11-8 5-11-8 0-8-02-1-143.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-3], [6: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 0.22 0.14 0.07 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 120 120 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 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-4-3 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)6=5-11-8, 2=5-11-8, 7=5-11-8 Max Horz 2=52(LC 9) Max Uplift 6=-67(LC 1), 2=-28(LC 6), 7=-26(LC 10) Max Grav 6=6(LC 10), 2=215(LC 1), 7=376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-273/288 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513978 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-?mAUkqlXzqnfPIXpx7yAWmCLCzAW44TiAzNAO0zz2TZ Scale = 1:33.0 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-3-80-3-8 12-7-012-3-8 -0-11-0 0-11-0 6-3-8 6-3-8 12-7-0 6-3-8 1-1-05-3-51-1-08.00 12 Plate Offsets (X,Y)-- [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-R 0.10 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 134 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* 12-13: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-3-8. (lb) - Max Horz 23=104(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 23, 13, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 23, 13, 18, 19, 20, 21, 22, 17, 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 2-3-8, Exterior(2N) 2-3-8 to 3-3-8, Corner(3R) 3-3-8 to 9-5-12, Corner(3E) 9-5-12 to 12-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 13, 19, 20, 21, 22, 17, 16, 15, 14. 8) Non Standard bearing condition. Review required. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513979 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-?mAUkqlXzqnfPIXpx7yAWmCMszAO455iAzNAO0zz2TZ Scale = 1:13.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 7 6 3x4 3x4 3x6 3x4 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)-- [2:0-4-5,0-0-5], [6: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 0.06 0.04 0.04 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 120 120 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-14 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)6=3-11-8, 2=3-11-8, 7=3-11-8 Max Horz 2=51(LC 7) Max Uplift 6=-2(LC 7), 2=-23(LC 6), 7=-21(LC 10) Max Grav 6=18(LC 1), 2=155(LC 1), 7=190(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 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513980 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-TyksyAl9k8vW0S6?VrTP2_kWNNWTpYZsOd7jwTzz2TY Scale = 1:25.8 Sheet BackFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-2-814-2-8 -0-11-0 0-11-0 7-1-4 7-1-4 14-2-8 7-1-4 15-1-8 0-11-0 0-9-03-1-70-9-04.00 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 0.07 0.05 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 10 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 10-0-0 oc bracing. REACTIONS.All bearings 14-2-8. (lb) - Max Horz 21=21(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 21, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 21, 12, 16, 17, 18, 19, 15, 14, 13 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 2-1-0, 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) 21, 12, 17, 18, 19, 15, 14, 13. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513981 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-PLscNrnPFlADGlFNcGWu7PqrMAC5HRZ9sxcq_Lzz2TW Scale = 1:37.9 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 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 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 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.10 0.04 0.12 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 120 120 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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 11-11-0. (lb) - Max Horz 24=-117(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16, 15 except 24=-117(LC 6), 23=-116(LC 7) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 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) 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) 14, 20, 21, 22, 18, 17, 16, 15 except (jt=lb) 24=117, 23=116. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss GE07 Truss Type GABLE Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513982 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-tXQ_aBo203I4tvqaAz17gcMwKaPv0s6I5bLNXnzz2TV Scale = 1:60.3 Sheet Front Right Option 6-5-5 1 Ply 7/16OSB8 1 2 3 4 5 6 7 17 16 15 13 12 11 10 9 8 35 36 14 4x6 3x6 3x8 3x8 2x4 2x4 3x6 2x4 4x8 2x4 2x4 2x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-11-89-11-8 11-11-01-11-8 13-5-111-6-11 19-11-06-5-5 -0-11-0 0-11-0 5-1-0 5-1-0 5-11-8 0-10-8 9-11-8 4-0-0 14-10-0 4-10-8 19-11-0 5-1-0 20-10-0 0-11-0 1-2-08-7-101-2-09.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-8], [6:0-2-5,0-1-8], [8:Edge,0-1-8], [19:0-1-15,0-0-8], [20:0-3-0,0-0-4], [28:0-1-10,0-0-0], [30:0-1-10,0-0-0] 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-AS 0.47 0.58 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.41 0.02 (loc) 15-17 15-17 8 l/defl >721 >342 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-8,2-17: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.All bearings 8-3-8 except (jt=length) 17=0-3-8, 14=0-3-8. (lb) - Max Horz 17=172(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 17, 8, 11, 14 except 13=-330(LC 1), 9=-224(LC 1) Max Grav All reactions 250 lb or less at joint(s) 13, 12, 11, 10 except 17=757(LC 1), 8=838(LC 1), 14=425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-737/53, 3-4=-533/71, 4-5=-534/72, 5-6=-739/56, 6-8=-636/68, 2-17=-638/72 BOT CHORD 15-17=-32/542, 14-15=0/498, 13-14=0/498, 12-13=0/498, 11-12=0/498, 10-11=0/498, 9-10=0/498, 8-9=0/498 WEBS 4-15=-2/370 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) 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 8, 11, 14 except (jt=lb) 13=330, 9=224. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513983 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-LjzNoXpgnMQxV3PmkhYMDqvBs_uRlJsSJF5x3Ezz2TU Scale = 1:45.5 Sheet BackFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 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 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.10 0.05 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 192 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 14-11-0. (lb) - Max Horz 29=-137(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 23, 24, 25, 27, 21, 20, 19, 18 except 29=-116(LC 6), 28=-118(LC 7), 17=-100(LC 6) Max Grav All reactions 250 lb or less at joint(s) 29, 16, 22, 23, 24, 25, 27, 28, 21, 20, 19, 18, 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 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) 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) 16, 23, 24, 25, 27, 21, 20, 19, 18 except (jt=lb) 29=116, 28=118, 17=100. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss GE09 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513984 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-ihnGrFsocu2EbqIkWE8Xwtc05?a7Qa9BTXoikRzz2TP Scale = 1:93.3 Sheet Front Full Sheathing1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 1516 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 86 85 84 83 82 81 80 79 78 77 76 7574 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 5655 5453 5251 50 49 48 47 46 45 3x4 3x4 3x6 5x6 3x6 3x6 3x4 3x4 3x6 5x6 3x6 3x6 51-2-851-2-8 -0-11-0 0-11-0 16-4-8 16-4-8 34-10-0 18-5-8 51-2-8 16-4-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [16:0-3-8,0-1-12], [31:0-4-4,0-2-4], [45:Edge,0-2-8], [56:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.01 (loc) 1 1 45 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 1309 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* 44-45: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 31-58,30-59,29-60,28-61,26-62,25-63,24-64,23-65,22-66,21-68,20-69 ,19-70,18-71,17-72,15-73,14-74,32-57: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 16-31. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 31-58, 30-59, 29-60, 28-61, 26-62, 25-63, 24-64, 23-65, 22-66, 21-68, 20-69, 19-70, 18-71, 17-72, 15-73, 14-74, 13-76, 12-77, 32-57, 33-55, 34-54 REACTIONS.All bearings 51-2-8. (lb) - Max Horz 86=224(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 45, 59, 60, 61, 62, 63, 64, 65, 66, 68, 69, 70, 71, 74, 76, 77, 78, 79, 80, 81, 82, 83, 84, 57, 55, 54, 53, 52, 51, 50, 49, 48 except 86=-148(LC 6), 85=-147(LC 7), 46=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 86, 45, 58, 59, 60, 61, 62, 63, 64, 65, 66, 68, 69, 70, 71, 72, 73, 74, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 57, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-158/252, 14-15=-176/279, 31-32=-174/278, 32-33=-162/257 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 4-2-0, Exterior(2N) 4-2-0 to 11-3-1, Corner(3R) 11-3-1 to 21-6-0, Exterior(2N) 21-6-0 to 29-6-0, Corner(3R) 29-6-0 to 40-2-0, Exterior(2N) 40-2-0 to 45-11-13, Corner(3E) 45-11-13 to 51-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 59, 60, 61, 62, 63, 64, 65, 66, 68, 69, 70, 71, 74, 76, 77, 78, 79, 80, 81, 82, 83, 84, 57, 55, 54, 53, 52, 51, 50, 49, 48 except (jt=lb) 86=148, 85=147, 46=102. 11) 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss GE10 Truss Type PIGGYBACK BASE SUPPO Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513985 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-3fa9uywxRRgWibAhJnjidxJuz0HJ5rPwcoWTQfzz2TK Scale = 1:93.5 Sheet Back Full Sheathing1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 1516 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 87 86 85 84 83 82 81 80 79 78 77 7675 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 5756 5554 53 52 51 50 49 48 47 46 3x4 3x4 3x6 5x6 3x6 3x6 3x4 3x4 3x6 5x6 3x6 3x6 51-3-051-3-0 -0-11-0 0-11-0 16-4-8 16-4-8 34-10-0 18-5-8 51-3-0 16-5-0 52-2-0 0-11-0 1-1-012-0-01-0-1112-0-08.00 12 Plate Offsets (X,Y)-- [16:0-3-8,0-1-12], [31:0-4-4,0-2-4], [57:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 45 45 46 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 1310 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 31-59,30-60,29-61,28-62,26-63,25-64,24-65,23-66,22-67,21-69,20-70 ,19-71,18-72,17-73,15-74,14-75,32-58: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 16-31. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 31-59, 30-60, 29-61, 28-62, 26-63, 25-64, 24-65, 23-66, 22-67, 21-69, 20-70, 19-71, 18-72, 17-73, 15-74, 14-75, 13-77, 12-78, 32-58, 33-56, 34-55 REACTIONS.All bearings 51-3-0. (lb) - Max Horz 87=-230(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 46, 60, 61, 62, 63, 64, 65, 66, 67, 69, 70, 71, 72, 75, 77, 78, 79, 80, 81, 82, 83, 84, 85, 58, 56, 55, 54, 53, 52, 51, 50, 49 except 87=-136(LC 6), 86=-141(LC 10), 47=-109(LC 11) Max Grav All reactions 250 lb or less at joint(s) 87, 46, 59, 60, 61, 62, 63, 64, 65, 66, 67, 69, 70, 71, 72, 73, 74, 75, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 58, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-148/253, 14-15=-166/280, 31-32=-165/279, 32-33=-152/259 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 4-2-0, Exterior(2N) 4-2-0 to 11-3-0, Corner(3R) 11-3-0 to 21-6-0, Exterior(2N) 21-6-0 to 29-6-0, Corner(3R) 29-6-0 to 40-2-0, Exterior(2N) 40-2-0 to 46-10-0, Corner(3E) 46-10-0 to 52-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 60, 61, 62, 63, 64, 65, 66, 67, 69, 70, 71, 72, 75, 77, 78, 79, 80, 81, 82, 83, 84, 85, 58, 56, 55, 54, 53, 52, 51, 50, 49 except (jt=lb) 87=136, 86=141, 47=109. 11) 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss GE11 Truss Type GABLE Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513986 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-toxQ8??i0HRgQWdrg2q6sCZlKRDIVSno?kzndIzz2TE Scale = 1:87.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 45 6 7 8 9 10 11 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 91 92 93 94 8x8 5x8 3x8 3x6 3x6 3x6 5x12 3x6 4x8 3x8 4x6 5x8 5x12 3x6 5x12 8-3-88-3-8 16-3-88-0-0 16-7-00-3-8 22-11-86-4-8 29-6-86-7-0 37-7-88-1-0 45-11-08-3-8 -0-11-0 0-11-0 8-3-8 8-3-8 16-4-8 8-1-0 22-11-8 6-7-0 29-6-8 6-7-0 37-7-8 8-1-0 45-11-0 8-3-8 46-10-0 0-11-0 1-1-75-7-511-0-012-0-01-1-01-0-012-0-06.50 12 8.00 12 Plate Offsets (X,Y)-- [2:0-1-2,0-2-0], [4:0-5-5,0-3-4], [7:0-4-4,0-2-8], [12:Edge,0-3-8], [32:0-6-0,0-2-0], [64:0-0-2,0-1-0], [79:0-2-0,0-0-8], [81:0-2-0,0-0-8], [83:0-2-0,0-0-8], [85:0-2-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.78 0.55 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.27 0.02 (loc) 32-33 32-33 12 l/defl >999 >715 n/a L/d 240 180 n/a PLATES MT20 Weight: 1091 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-32,30-32,8-25,3-33: 2x3 SPF No.2, 2-35: 2x6 SPF No.2 10-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 64-65: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-31, 3-32, 6-32, 6-30, 6-25, 7-25, 8-25 REACTIONS.All bearings 29-7-8 except (jt=length) 35=0-3-8, 32=0-3-8. (lb) - Max Horz 35=223(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 35, 31, 13, 32 except 25=-100(LC 11), 29=-150(LC 3), 10=-169(LC 11) Max Grav All reactions 250 lb or less at joint(s) 31, 26, 27, 28, 23, 22, 20, 19, 18, 17, 12, 16, 15, 14, 13 except 35=622(LC 23), 30=376(LC 3), 25=912(LC 24), 10=472(LC 24), 32=1150(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-594/151, 3-4=-56/316, 7-8=-100/266, 8-10=-452/206, 2-35=-549/138 BOT CHORD 33-35=-152/503, 32-33=-149/507, 23-25=-70/271, 22-23=-70/271, 20-22=-70/271, 19-20=-70/271, 18-19=-70/271, 17-18=-70/271, 16-17=-70/271, 15-16=-70/271, 14-15=-70/271, 13-14=-70/271, 12-13=-70/271 WEBS 5-32=-566/10, 3-32=-653/111, 7-25=-486/17, 8-25=-470/223, 3-33=0/381 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 3-8-2, Interior(1) 3-8-2 to 11-9-6, Exterior(2R) 11-9-6 to 20-11-10, Interior(1) 20-11-10 to 24-11-6, Exterior(2R) 24-11-6 to 34-1-10, Interior(1) 34-1-10 to 42-2-14, Exterior(2E) 42-2-14 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss GE11 Truss Type GABLE Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513986 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:40 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-M?VoML0KnaZX2gC1DlLLPP6w3qZXEv1yEOiK9lzz2TD NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 31, 13, 32 except (jt=lb) 25=100, 29=150, 10=169. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 23_ESTATES_AT_TOWNE_~W Truss GE12 Truss Type Common Supported Gable Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513987 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-qB3AZh0yYuhOfqnDnTtaxdfGlE1zzUF5S2SuiBzz2TC Scale = 1:35.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-016-7-0 -0-11-0 0-11-0 8-3-8 8-3-8 16-7-0 8-3-8 17-6-0 0-11-0 1-1-75-7-51-1-76.50 12 Plate Offsets (X,Y)-- [26:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 184 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 16-7-0. (lb) - Max Horz 28=-92(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 28, 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 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 Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 5-3-8, Corner(3R) 5-3-8 to 11-3-8, Exterior(2N) 11-3-8 to 14-6-0, Corner(3E) 14-6-0 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) 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) 28, 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss J01 Truss Type Jack-Open Structural Gable Qty 2 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513988 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:42 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-INdYn11bJCpFH_MQLAOpUqBK8eMRixgEhiBREdzz2TB Scale = 1:10.9 1 2 3 5 4 6 3x4 3x4 3x6 3x6 0-5-00-5-0 2-3-11-10-2 -2-10-3 2-10-3 2-3-1 2-3-1 1-1-01-7-51-3-61-7-52.81 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 0.55 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: 10 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* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-7-15, 3=Mechanical Max Horz 5=55(LC 9) Max Uplift 4=-17(LC 1), 5=-132(LC 6), 3=-37(LC 1) Max Grav 4=27(LC 3), 5=394(LC 1), 3=23(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-337/293 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) -2-10-3 to 1-4-12, Exterior(2R) 1-4-12 to 2-1-13 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 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 1-4-0 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) 4, 3 except (jt=lb) 5=132. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss M01 Truss Type Monopitch Qty 3 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513989 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-maBx_N2D4Vx6v8xcvuv212kYy2fIROwOwMx?m4zz2TA Scale = 1:12.2 1 2 3 4 5 3x4 3x4 3x4 3x4 4-11-84-11-8 -0-11-0 0-11-0 4-11-8 4-11-8 0-8-01-10-141-7-60-3-81-10-143.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-3], [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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-5-1 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=44(LC 7) Max Uplift 2=-32(LC 6), 5=-12(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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss M02 Truss Type Monopitch Qty 7 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513990 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-maBx_N2D4Vx6v8xcvuv212kaH2gjROwOwMx?m4zz2TA Scale = 1:11.0 1 2 3 4 5 3x4 3x4 3x4 3x4 3-10-123-10-12 -0-11-0 0-11-0 3-11-8 3-11-8 0-8-01-7-141-4-60-3-81-7-143.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-3], [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 0.20 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-10-14 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)2=0-3-8, 5=0-1-8 Max Horz 2=37(LC 7) Max Uplift 2=-31(LC 6), 5=-9(LC 10) Max Grav 2=214(LC 1), 5=146(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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss M03 Truss Type Monopitch Qty 9 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513991 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-EmlJCj3rrp3yWIWoSbQHZFHnHS2cArAX80gYJWzz2T9 Scale = 1:15.1 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 1-1-02-5-02-1-80-3-82-5-08.00 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 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=0-1-8 Max Horz 5=62(LC 7) Max Uplift 5=-6(LC 10), 4=-27(LC 7) Max Grav 5=152(LC 1), 4=65(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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss M04 Truss Type Monopitch Qty 5 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513992 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-iyIhP34Tc7Bp8R5?0IxW6TprVrJxvIQhNgQ5ryzz2T8 Scale = 1:14.4 1 2 3 4 5 3x4 3x4 3x4 3x4 5-11-85-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 0-8-02-1-141-10-60-3-82-1-143.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-3], [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: 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 SLIDER Left 2x4 SPF-S Stud 2-11-4 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=52(LC 7) Max Uplift 2=-33(LC 6), 5=-15(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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss M05 Truss Type Monopitch Qty 5 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513993 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-iyIhP34Tc7Bp8R5?0IxW6TpzzrOEvIQhNgQ5ryzz2T8 Scale = 1:7.0 1 2 3 5 4 3x6 3x6 0-8-00-8-0 -0-11-0 0-11-0 0-8-0 0-8-0 0-8-00-10-00-6-80-3-80-10-03.00 12 Plate Offsets (X,Y)-- [3: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 0.06 0.01 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: 3 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 0-8-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=22(LC 9) Max Uplift 5=-63(LC 6), 4=-75(LC 1) Max Grav 5=169(LC 1), 4=35(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 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss M06 Truss Type Monopitch Qty 7 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513994 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-A9s3cP45NQJgmbgBa0SlegM45Fg0edwqcK9fNOzz2T7 Scale = 1:25.9 1 2 3 4 5 7 6 8 9 3x4 3x6 3x4 3x4 2x4 4x6 5-7-125-7-12 11-3-85-7-12 -0-11-0 0-11-0 5-7-12 5-7-12 11-3-8 5-7-12 0-9-04-6-34-2-110-3-84-6-34.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.29 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 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* 5-6: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-11-10 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)2=0-3-8, 6=0-1-8 Max Horz 2=125(LC 7) Max Uplift 2=-36(LC 6), 6=-33(LC 10) Max Grav 2=503(LC 1), 6=444(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-712/87 BOT CHORD 2-7=-63/614, 6-7=-63/614 WEBS 4-6=-649/124, 4-7=0/252 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 8-1-12, Exterior(2E) 8-1-12 to 11-1-12 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 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) 6 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) 6. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss M07 Truss Type Monopitch Qty 8 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513995 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-eLQRqk5j8kRXNlFN8j__BuuGFf2fNCv_r_vCvrzz2T6 Scale = 1:13.2 1 2 3 4 5 3x4 3x6 3x4 3x4 3-11-83-11-8 -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)-- [2:0-4-5,0-0-5], [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 0.20 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-12 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)2=0-3-8, 5=0-1-8 Max Horz 2=50(LC 7) Max Uplift 2=-28(LC 6), 5=-12(LC 10) Max Grav 2=214(LC 1), 5=146(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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type GABLE Qty 16 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513996 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-7X_q146Lu2ZO?vqahRVDk5RRz3PD6d973eemSHzz2T5 Scale = 1:41.4 2 3 4 5 6 11 10 9 8 1 12 13 14 15 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 18-5-818-5-8 9-2-12 9-2-12 18-5-8 9-2-12 -0-0-46-1-96-1-130-1-00-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.12 0.13 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: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-5-8. (lb) - Max Horz 1=-106(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 except 1=-263(LC 17), 7=-220(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 2=457(LC 17), 11=374(LC 17), 8=374(LC 18), 6=449(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-280/131, 5-8=-279/131 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, Interior(1) 3-3-11 to 6-2-12, Exterior(2R) 6-2-12 to 12-2-12, Interior(1) 12-2-12 to 15-1-13, Exterior(2E) 15-1-13 to 18-1-13 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) 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) 2, 11, 8, 6 except (jt=lb) 1=263, 7=220. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type GABLE Qty 5 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513997 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-bkYCFQ7_fLhFd3OmF80SGJ_dfTlkr5MGIIOJ_jzz2T4 Scale = 1:29.4 2 3 4 5 6 10 9 8 1 11 12 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-2-013-2-0 6-7-0 6-7-0 13-2-0 6-7-0 -0-0-44-4-74-4-110-1-00-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.10 0.07 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: 36 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 13-2-0. (lb) - Max Horz 1=-75(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=255(LC 1), 10=302(LC 23), 8=302(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) 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, 7, 6, 10, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss PB03 Truss Type GABLE Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513998 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-X6gyg68EBzxzsMY8NZ2wLk3?tGRTJ0WZlctQ2czz2T2 Scale = 1:29.4 Sheet Back Full Sheathing 1 Ply 7/16OSB8 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1 19 20 11 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-013-2-0 6-7-0 6-7-0 13-2-0 6-7-0 -0-0-44-4-74-4-110-1-00-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 98 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 13-2-0. (lb) - Max Horz 1=75(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 15, 16, 17, 18, 14, 13, 12 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) 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) 1, 11, 2, 16, 17, 18, 14, 13, 12. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss PBE01 Truss Type GABLE Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49513999 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-xhL5I8B6UuKYjqHj2hcdzMhV3UTAWMa0SZ54fxzz2T? Scale = 1:39.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 1 28 29 15 4x6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-5-818-5-8 9-2-12 9-2-12 18-5-8 9-2-12 -0-0-46-1-96-1-130-1-00-1-88.00 12 Plate Offsets (X,Y)-- [23:0-3-0,0-1-4] 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-S 0.04 0.02 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 181 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 18-5-8. (lb) - Max Horz 1=-106(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 2, 22, 24, 25, 26, 27, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 1, 15, 2, 21, 22, 24, 25, 26, 27, 20, 19, 18, 17, 16, 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) 0-3-11 to 3-3-11, Exterior(2N) 3-3-11 to 6-2-12, Corner(3R) 6-2-12 to 12-2-12, Exterior(2N) 12-2-12 to 15-1-13, Corner(3E) 15-1-13 to 18-1-13 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) 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) 1, 15, 2, 22, 24, 25, 26, 27, 20, 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. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T01 Truss Type Half Hip Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514000 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-xhL5I8B6UuKYjqHj2hcdzMhUdUTIWNQ0SZ54fxzz2T? Scale = 1:13.8 1 2 3 4 7 6 5 5x6 3x4 3x4 3x6 3x4 0-11-120-11-12 1-11-80-11-12 -0-11-0 0-11-0 1-7-5 1-7-5 1-11-8 0-4-3 1-1-02-1-141-10-60-3-82-1-148.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-5], [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-S 0.07 0.01 0.01 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: 10 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* 3-6,2-6: 2x3 SPF No.2 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 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=59(LC 7) Max Uplift 7=-8(LC 10), 5=-27(LC 7) Max Grav 7=151(LC 1), 5=57(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) 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T02 Truss Type Half Hip Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514001 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-QtvTVTBkFBSPL_swcP7sWaEfNtpWFqg9gDrdBNzz2T_ Scale = 1:13.8 1 2 3 4 7 6 5 5x6 3x4 3x4 3x6 3x4 1-0-01-0-0 2-0-01-0-0 -0-11-0 0-11-0 1-7-5 1-7-5 2-0-0 0-4-11 1-1-02-1-141-10-60-3-82-1-148.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-8], [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-S 0.07 0.01 0.01 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: 10 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* 3-6,2-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 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)7=0-3-8, 5=0-1-8 Max Horz 7=59(LC 7) Max Uplift 7=-9(LC 10), 5=-26(LC 7) Max Grav 7=152(LC 1), 5=58(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) 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T03 Truss Type Common Qty 5 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514002 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-u4TrjpCN0VaGy8R696e52nmgYH4s_GxIvtaBjpzz2Sz Scale = 1:32.7 1 2 3 4 7 6 5 8 9 4x6 5x12 5x12 2x4 6-3-86-3-8 12-7-06-3-8 -0-11-0 0-11-0 6-3-8 6-3-8 12-7-0 6-3-8 1-1-05-3-51-1-08.00 12 Plate Offsets (X,Y)-- [4:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.74 0.26 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=104(LC 7) Max Uplift 7=-7(LC 10) Max Grav 7=558(LC 1), 5=489(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-507/71, 3-4=-501/70, 2-7=-488/106, 4-5=-414/73 BOT CHORD 6-7=0/326, 5-6=0/326 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 3-3-8, Exterior(2R) 3-3-8 to 9-5-4, Exterior(2E) 9-5-4 to 12-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 7. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T04 Truss Type Common Qty 2 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514003 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-u4TrjpCN0VaGy8R696e52nmjxH1j_GYIvtaBjpzz2Sz Scale = 1:25.7 1 2 3 4 5 6 7 8 9 10 11 12 4x6 3x6 3x4 3x4 3x6 3x4 3x4 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 0-9-03-1-70-9-04.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [6:0-4-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.46 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.02 (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 3-8-14, Right 2x4 SPF-S Stud 3-8-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=-32(LC 11) Max Uplift 2=-34(LC 6), 6=-34(LC 7) Max Grav 2=623(LC 1), 6=623(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-917/176, 4-6=-917/176 BOT CHORD 2-8=-103/791, 6-8=-103/791 WEBS 4-8=0/323 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T05 Truss Type Common Qty 2 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514004 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-MG1Dw9D?npi6aH0Ijq9Kb?JuJhNvjjoS8XKkFGzz2Sy Scale = 1:24.3 1 2 3 4 5 6 7 8 9 10 11 4x6 3x6 3x4 3x4 3x6 3x4 3x4 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 0-9-03-1-70-9-04.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [6:0-4-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.46 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 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 3-8-14, Right 2x4 SPF-S Stud 3-8-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 2=0-3-8 Max Horz 2=-36(LC 15) Max Uplift 6=-10(LC 7), 2=-34(LC 6) Max Grav 6=567(LC 1), 2=625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-923/185, 4-6=-921/183 BOT CHORD 2-7=-100/796, 6-7=-100/796 WEBS 4-7=0/325 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 4-1-4, Exterior(2R) 4-1-4 to 10-1-4, Interior(1) 10-1-4 to 11-2-8, Exterior(2E) 11-2-8 to 14-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T06 Truss Type Common Qty 2 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514005 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-qSbb8VEdY6qzCRaVHXgZ7Cs8W5n?S7?bMB3Hnizz2Sx Scale = 1:52.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 4x6 3x4 3x4 3x8 4x6 4x6 4x6 3x4 4x6 3x6 3x6 5-1-05-1-0 9-11-84-10-8 14-10-04-10-8 19-11-05-1-0 -0-11-0 0-11-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-10-0 0-11-0 1-2-08-7-101-2-09.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [6:0-2-12,0-1-8], [9:0-2-8,0-1-8], [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-AS 0.20 0.22 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.01 (loc) 10 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=-171(LC 8) Max Uplift 13=-2(LC 10), 8=-2(LC 11) Max Grav 13=849(LC 1), 8=849(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-901/34, 3-4=-688/89, 4-5=-688/89, 5-6=-901/34, 2-13=-797/46, 6-8=-797/46 BOT CHORD 10-12=-15/678, 9-10=0/652 WEBS 4-10=-21/439, 5-10=-268/101, 3-10=-268/101, 2-12=0/535, 6-9=0/535 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) 13, 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T07 Truss Type Piggyback Base Qty 3 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514006 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-mrjMZBFt4k4hRlktOyi1DdxJauLAwytuqVYOsazz2Sv Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 31 32 33 34 35 36 3x8 5x8 4x6 5x8 3x6 12x12 5x6 3x6 3x6 2x4 3x8 4x6 3x6 4x6 3x8 3x6 2x4 12x12 5x6 3x6 3x6 8-3-88-3-8 16-4-88-1-0 25-7-49-2-12 34-10-09-2-12 42-11-08-1-0 51-2-88-3-8 -0-11-0 0-11-0 8-3-8 8-3-8 16-4-8 8-1-0 22-6-5 6-1-13 28-8-3 6-1-13 34-10-0 6-1-13 42-11-0 8-1-0 51-2-8 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-2-8], [10:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.93 0.75 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.50 0.23 (loc) 20-22 18-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8,8-10: 2x6 SPF No.2, 1-5,11-14: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-22,4-20,12-17,12-15: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-8-12 max.): 6-10. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-20, 7-20, 7-18, 9-18, 9-17, 12-17 REACTIONS. (size)2=0-3-8, 14=Mechanical Max Horz 2=203(LC 7) Max Grav 2=2104(LC 1), 14=2048(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2885/199, 4-6=-2518/110, 6-7=-1985/138, 7-9=-2255/122, 9-10=-1986/139, 10-12=-2520/112, 12-14=-2888/158 BOT CHORD 2-22=0/2270, 20-22=0/2270, 18-20=0/2230, 17-18=0/2231, 15-17=0/2273, 14-15=0/2273 WEBS 4-20=-419/168, 6-20=0/873, 7-20=-665/145, 9-17=-665/145, 10-17=0/875, 12-17=-422/168 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 4-2-7, Interior(1) 4-2-7 to 9-1-10, Exterior(2R) 9-1-10 to 23-7-6, Interior(1) 23-7-6 to 27-7-2, Exterior(2R) 27-7-2 to 42-0-14, Interior(1) 42-0-14 to 46-1-1, Exterior(2E) 46-1-1 to 51-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T08 Truss Type Piggyback Base Qty 7 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514007 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-E1GkmXGVr1CY3vJ3yfEGlrUUYIhQfP8139IyO1zz2Su Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 30 31 32 33 34 35 3x6 5x8 4x6 5x8 3x6 12x12 5x6 3x6 3x6 2x4 3x8 4x6 3x6 4x6 3x8 3x6 2x4 12x12 5x6 3x6 3x6 8-3-88-3-8 16-4-88-1-0 25-7-49-2-12 34-10-09-2-12 42-11-08-1-0 51-2-88-3-8 8-3-8 8-3-8 16-4-8 8-1-0 22-6-5 6-1-13 28-8-3 6-1-13 34-10-0 6-1-13 42-11-0 8-1-0 51-2-8 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-2-8], [9:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.92 0.75 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.50 0.23 (loc) 19-21 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 268 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,7-9: 2x6 SPF No.2, 1-4,10-13: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 18-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,3-19,11-16,11-14: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-8-12 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-19, 6-19, 6-17, 8-17, 8-16, 11-16 REACTIONS. (size)1=Mechanical, 13=Mechanical Max Horz 1=-195(LC 6) Max Grav 1=2048(LC 1), 13=2048(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2889/159, 3-5=-2520/113, 5-6=-1986/140, 6-8=-2256/124, 8-9=-1986/140, 9-11=-2521/113, 11-13=-2889/158 BOT CHORD 1-21=0/2274, 19-21=0/2274, 17-19=0/2231, 16-17=0/2232, 14-16=0/2274, 13-14=0/2274 WEBS 3-19=-423/167, 5-19=0/875, 6-19=-665/145, 8-16=-665/145, 9-16=0/876, 11-16=-422/168 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) 0-0-0 to 5-1-7, Interior(1) 5-1-7 to 9-1-10, Exterior(2R) 9-1-10 to 23-7-6, Interior(1) 23-7-6 to 27-7-2, Exterior(2R) 27-7-2 to 42-0-14, Interior(1) 42-0-14 to 46-1-1, Exterior(2E) 46-1-1 to 51-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T09 Truss Type PIGGYBACK BASE Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514008 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-BQOUBDImMfSGICTS44GkqGZqy6Mn7KwKWTn2Tvzz2Ss Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 31 32 33 34 35 36 3x6 8x8 4x6 8x8 3x6 12x12 5x6 3x6 3x6 2x4 3x8 4x6 3x6 4x6 3x8 3x6 2x4 10x16 5x6 3x6 3x6 8-3-88-3-8 16-4-88-1-0 25-7-49-2-12 34-10-09-2-12 42-11-48-1-4 51-2-88-3-4 51-3-00-0-8 8-3-8 8-3-8 16-4-8 8-1-0 22-6-5 6-1-13 28-8-3 6-1-13 34-10-0 6-1-13 42-11-4 8-1-4 51-3-0 8-3-12 52-2-0 0-11-0 1-1-012-0-01-0-1112-0-08.00 12 Plate Offsets (X,Y)-- [5:0-5-5,0-3-4], [9:0-5-5,0-3-4], [13:0-0-0,0-6-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.92 0.75 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.47 0.22 (loc) 20-22 18-20 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 276 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,7-9: 2x6 SPF No.2, 1-4,10-14: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-22,11-15: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-8-12 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-20, 6-20, 6-18, 8-18, 8-17, 11-17 REACTIONS. (size)1=Mechanical, 13=0-3-8 Max Horz 1=-203(LC 6) Max Grav 1=2050(LC 1), 13=2105(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2893/167, 3-5=-2513/112, 5-6=-2001/138, 6-8=-2257/123, 8-9=-2003/137, 9-11=-2516/110, 11-13=-2901/78 BOT CHORD 1-22=0/2277, 20-22=0/2277, 18-20=0/2233, 17-18=0/2235, 15-17=0/2286, 13-15=0/2286 WEBS 3-22=0/256, 3-20=-430/166, 5-20=0/871, 6-20=-655/147, 8-17=-653/147, 9-17=0/874, 11-17=-437/167, 11-15=0/257 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) 0-0-0 to 5-1-8, Interior(1) 5-1-8 to 9-1-8, Exterior(2R) 9-1-8 to 23-7-8, Interior(1) 23-7-8 to 27-7-0, Exterior(2R) 27-7-0 to 42-1-0, Interior(1) 42-1-0 to 47-0-8, Exterior(2E) 47-0-8 to 52-2-0 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) Refer to girder(s) for truss to truss connections. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T10 Truss Type PIGGYBACK BASE Qty 4 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514009 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-fcytOYIO7ya7wM2edonzNT6?ZWi6smsUl7Wc?Mzz2Sr Scale = 1:91.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 32 33 34 35 36 37 3x8 5x8 4x6 5x8 3x6 12x12 5x6 3x6 3x6 2x4 3x8 4x6 3x6 4x6 3x8 3x6 2x4 10x16 5x6 3x6 3x6 8-3-88-3-8 16-4-88-1-0 25-7-49-2-12 34-10-09-2-12 42-11-48-1-4 51-2-88-3-4 51-3-00-0-8 -0-11-0 0-11-0 8-3-8 8-3-8 16-4-8 8-1-0 22-6-5 6-1-13 28-8-3 6-1-13 34-10-0 6-1-13 42-11-4 8-1-4 51-3-0 8-3-12 52-2-0 0-11-0 1-1-012-0-01-0-1112-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-2-8], [10:0-4-8,0-2-8], [14:0-0-0,0-6-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.93 0.75 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.50 0.22 (loc) 21-23 19-21 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 271 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8,8-10: 2x6 SPF No.2, 1-5,11-15: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 20-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23,4-21,12-18,12-16: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-8-11 max.): 6-10. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-21, 7-21, 7-19, 9-19, 9-18, 12-18 REACTIONS. (size)2=0-3-8, 14=0-3-8 Max Horz 2=207(LC 9) Max Grav 2=2105(LC 1), 14=2105(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2887/199, 4-6=-2520/109, 6-7=-1986/137, 7-9=-2257/121, 9-10=-1989/137, 10-12=-2525/109, 12-14=-2899/71 BOT CHORD 2-23=0/2271, 21-23=0/2271, 19-21=0/2232, 18-19=0/2234, 16-18=0/2284, 14-16=0/2284 WEBS 4-21=-419/168, 6-21=0/874, 7-21=-667/145, 9-18=-664/146, 10-18=0/879, 12-18=-430/168 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 4-2-8, Interior(1) 4-2-8 to 9-1-8, Exterior(2R) 9-1-8 to 23-7-8, Interior(1) 23-7-8 to 27-7-0, Exterior(2R) 27-7-0 to 42-1-0, Interior(1) 42-1-0 to 47-0-8, Exterior(2E) 47-0-8 to 52-2-0 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T11 Truss Type PIGGYBACK BASE Qty 2 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514010 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-b?4dpEKefaqr9gC1lDpRSuBLNJPvKiwnCR?i3Ezz2Sp Scale = 1:84.4 12 3 4 5 6 7 8 9 10 11 1213 21 20 19 18 17 16 15 14 30 31 3x6 6x6 6x6 3x6 12x12 5x6 3x6 3x6 2x4 3x6 3x8 2x4 3x6 3x6 2x4 12x12 5x6 3x6 3x6 0-0-80-0-8 8-3-128-3-4 16-5-08-1-4 23-0-06-7-0 29-7-06-7-0 37-8-48-1-4 45-11-88-3-4 46-0-00-0-8 -0-11-8 0-11-8 8-3-12 8-3-12 16-5-0 8-1-4 23-0-0 6-7-0 29-7-0 6-7-0 37-8-4 8-1-4 46-0-0 8-3-12 46-11-0 0-11-0 1-0-1112-0-01-0-1112-0-08.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-3-4], [8:0-3-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.91 0.66 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.40 0.17 (loc) 19-21 19-21 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x6 SPF No.2, 1-5,9-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 18-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-21,4-19,10-16,10-14: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-3-4 max.): 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-19, 7-17, 10-16 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=207(LC 9) Max Grav 2=1898(LC 1), 12=1895(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2566/32, 4-6=-2170/122, 6-7=-1838/148, 7-8=-1838/148, 8-10=-2171/122, 10-12=-2566/33 BOT CHORD 2-21=-7/2019, 19-21=-7/2019, 17-19=0/1693, 16-17=0/1694, 14-16=0/2019, 12-14=0/2019 WEBS 4-21=0/270, 4-19=-463/161, 6-19=-6/499, 6-17=-128/453, 7-17=-420/131, 8-17=-128/451, 8-16=-5/502, 10-16=-462/162, 10-14=0/267 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) -0-11-8 to 3-7-11, Interior(1) 3-7-11 to 9-10-15, Exterior(2R) 9-10-15 to 36-1-1, Interior(1) 36-1-1 to 42-3-13, Exterior(2E) 42-3-13 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T12 Truss Type PIGGYBACK BASE Qty 2 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514011 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-?almRGMWyVDP07wcQLN84XprSXPyX0TDuPENgZzz2Sm Scale = 1:89.6 1 2 3 4 5 6 7 8 9 10 11 12212019 18 17 16 15 14 13 30 31 32 33 6x8 6x10 5x8 3x6 5x12 4x6 3x6 2x4 3x6 3x6 4x8 6x10 4x8 3x8 3x6 2x4 12x12 5x6 3x6 0-0-80-0-8 8-4-08-3-8 16-7-88-3-8 23-0-06-4-8 29-7-06-7-0 37-8-48-1-4 45-11-88-3-4 46-0-00-0-8 -0-11-0 0-11-0 8-4-0 8-4-0 16-5-0 8-1-0 23-0-0 6-7-0 29-7-0 6-7-0 37-8-4 8-1-4 46-0-0 8-3-12 46-11-0 0-11-0 1-1-35-7-511-0-012-0-01-0-111-0-012-0-06.50 12 8.00 12 Plate Offsets (X,Y)-- [2:0-6-15,Edge], [5:0-6-0,0-1-12], [7:0-4-4,0-2-8], [17:0-3-8,0-2-0], [19:0-6-8,0-3-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.92 0.71 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.53 0.20 (loc) 19-21 19-21 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5,8-12: 2x4 SPF 2100F 1.8E, 7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-20,11-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-21,17-19,9-15,9-13: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-2-6 max.): 5-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 6-19, 6-17, 6-15, 9-15 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=201(LC 9) Max Grav 2=1895(LC 1), 11=1895(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2880/35, 4-5=-2991/174, 5-6=-1882/144, 6-7=-1691/153, 7-9=-2169/132, 9-11=-2567/53 BOT CHORD 2-21=0/2398, 19-21=0/1871, 15-17=0/1838, 13-15=0/2019, 11-13=0/2019 WEBS 5-19=-19/568, 4-21=-594/232, 5-21=-160/870, 17-19=0/1845, 6-15=-457/123, 7-15=0/685, 9-15=-464/162, 9-13=0/271 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 3-8-3, Interior(1) 3-8-3 to 11-9-13, Exterior(2R) 11-9-13 to 21-0-3, Interior(1) 21-0-3 to 24-11-13, Exterior(2R) 24-11-13 to 34-2-3, Interior(1) 34-2-3 to 42-3-13, Exterior(2E) 42-3-13 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514012 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:10 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-TmJ8fcN9joLGeHVo_2uNdkL0Dwl2GTkM73zwC?zz2Sl Scale = 1:89.6 1 2 3 4 5 6 7 8 9 10 11 12212019 18 17 16 15 14 13 30 31 32 33 6x8 6x10 5x8 3x6 8x10 4x6 3x6 2x4 3x6 3x6 4x8 6x10 4x8 3x8 3x6 2x4 12x12 5x6 3x6 8-3-88-3-8 16-7-08-3-8 22-11-86-4-8 29-6-86-7-0 37-7-128-1-4 45-11-08-3-4 45-11-80-0-8 -0-11-0 0-11-0 8-3-8 8-3-8 16-4-8 8-1-0 22-11-8 6-7-0 29-6-8 6-7-0 37-7-12 8-1-4 45-11-8 8-3-12 46-10-8 0-11-0 1-1-75-7-511-0-012-0-01-0-111-0-012-0-06.50 12 8.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-12], [7:0-4-4,0-2-8], [17:0-3-8,0-2-0], [19:0-6-8,0-3-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.92 0.71 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.53 -0.16 (loc) 19-21 19-21 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5,8-12: 2x4 SPF 2100F 1.8E, 7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-20,11-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-21,17-19,9-15,9-13: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-2-7 max.): 5-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 6-19, 6-17, 6-15, 9-15 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 11=201(LC 9) Max Grav 2=1893(LC 1), 11=1893(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2867/36, 4-5=-2975/175, 5-6=-1878/145, 6-7=-1689/152, 7-9=-2167/131, 9-11=-2564/52 BOT CHORD 2-21=0/2384, 19-21=0/1866, 15-17=0/1834, 13-15=-24/2017, 11-13=-24/2017 WEBS 5-19=-27/569, 4-21=-584/232, 5-21=-164/857, 17-19=0/1842, 6-15=-455/128, 7-15=0/684, 9-15=-465/162, 9-13=0/271 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 3-8-2, Interior(1) 3-8-2 to 11-9-6, Exterior(2R) 11-9-6 to 20-11-10, Interior(1) 20-11-10 to 24-11-6, Exterior(2R) 24-11-6 to 34-1-10, Interior(1) 34-1-10 to 42-3-6, Exterior(2E) 42-3-6 to 46-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss T14 Truss Type Common Qty 5 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514013 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:11 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-yytWsyOnU6T7GR4_YmPc9yuDiK8f?2?WMjjTlSzz2Sk Scale = 1:35.0 1 2 3 4 5 6 7 9 8 10 11 12 13 4x6 3x12 4x6 4x6 3x4 2x4 3x12 4x6 4x6 8-3-88-3-8 16-7-08-3-8 -0-11-0 0-11-0 8-3-8 8-3-8 16-7-0 8-3-8 17-6-0 0-11-0 1-1-75-7-51-1-76.50 12 Plate Offsets (X,Y)-- [2:0-9-7,Edge], [6:0-9-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.56 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.02 (loc) 6-8 6-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-10-11, Right 2x8 SP 2400F 2.0E 4-10-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=-73(LC 6) Max Uplift 2=-9(LC 10), 6=-9(LC 11) Max Grav 2=718(LC 1), 6=718(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-793/39, 4-6=-793/39 BOT CHORD 2-8=0/576, 6-8=0/576 WEBS 4-8=0/377 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 5-3-8, Exterior(2R) 5-3-8 to 11-3-8, Interior(1) 11-3-8 to 14-6-0, Exterior(2E) 14-6-0 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) 2, 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514014 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-Q9Ru4HOPFQb_tbfB5Twri9RZxkcSkWwfaNS1Huzz2Sj Scale = 1:11.2 1 2 3 4 7 6 5 3x4 3x4 2x4 5x6 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 1-1-01-7-141-4-60-3-81-7-148.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.01 0.01 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: 10 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=45(LC 5) Max Uplift 7=-12(LC 8), 5=-19(LC 5) Max Grav 7=151(LC 1), 5=46(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) 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) 20 lb down and 25 lb up at 0-10-5 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 January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514015 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:13 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-uL?GHdP10jjrVlENfBR4ENzkg8ygTz9pp1CapKzz2Si Scale = 1:11.2 1 2 3 4 7 6 5 3x4 3x4 2x4 5x6 3x4 3x4 0-10-50-10-5 2-0-01-1-11 -0-11-0 0-11-0 0-10-5 0-10-5 2-0-0 1-1-11 1-1-01-7-141-4-60-3-81-7-148.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.02 0.01 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 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)7=0-3-8, 5=0-1-8 Max Horz 7=45(LC 5) Max Uplift 7=-12(LC 8), 5=-19(LC 5) Max Grav 7=152(LC 1), 5=49(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) 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) 20 lb down and 25 lb up at 0-10-5 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 January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Common Girder Qty 1 Ply 2 23 Estates at Towne Meadow Job Reference (optional) I49514016 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:15 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-qk71iJRHYLzZk2OmncUYKo3x_xW1xj95HKhhuDzz2Sg Scale = 1:54.7 1 2 3 4 5 6 7 11 10 9 81213141516 17 186x16 3x8 3x12 5x12 6x16 3x8 3x12 6x18 MT18HS 12x12 4x6 3x12 4x6 3x12 5-1-85-1-8 9-11-84-10-0 14-9-84-10-0 19-11-05-1-8 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 1-2-08-7-101-2-09.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-8], [3:0-1-4,0-1-8], [5:0-1-4,0-1-8], [7:Edge,0-2-8], [8:0-6-4,0-1-8], [9:0-6-0,0-6-4], [10:0-8-0,0-3-0], [11:0-6-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.47 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.05 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 342 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF 2100F 1.8E, 5-8,3-11: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 3-3-13, Right 2x8 SP 2400F 2.0E 3-3-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8 (req. 0-4-1), 7=0-3-8 (req. 0-4-2) Max Horz 1=-144(LC 4) Max Grav 1=9840(LC 1), 7=9984(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-12061/0, 3-4=-8466/0, 4-5=-8467/0, 5-7=-12029/0 BOT CHORD 1-11=0/8980, 9-11=0/8980, 8-9=0/8959, 7-8=0/8959 WEBS 4-9=0/9316, 5-9=-2855/0, 5-8=0/4742, 3-9=-2883/0, 3-11=0/4787 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 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) WARNING: Required bearing size at joint(s) 1, 7 greater than input bearing size. 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) 2028 lb down at 2-0-12, 2028 lb down at 4-0-12, 2028 lb down at 6-0-12, 2028 lb down at 8-0-12, 2028 lb down at 10-0-12, 2028 lb down at 12-0-12, 2028 lb down at 14-0-12, and 2028 lb down at 16-0-12, and 2028 lb down at 18-0-12 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 Continued on page 2 January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Common Girder Qty 1 Ply 2 23 Estates at Towne Meadow Job Reference (optional) I49514016 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:15 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-qk71iJRHYLzZk2OmncUYKo3x_xW1xj95HKhhuDzz2Sg LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 10=-2028(B) 9=-2028(B) 12=-2028(B) 13=-2028(B) 14=-2028(B) 15=-2028(B) 16=-2028(B) 17=-2028(B) 18=-2028(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 23_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type Common Girder Qty 1 Ply 2 23 Estates at Towne Meadow Job Reference (optional) I49514017 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-IwgPvfSvIe5QMCzyKJ?ns?b1aLq6gBdFV_QEQfzz2Sf Scale = 1:41.0 1 2 3 4 5 6 9 8 710111213 14 15 5x12 5x12 10x10 6x8 10x10 2x4 10x10 2x4 10x10 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)-- [6:Edge,0-2-4], [7:0-5-0,0-6-4], [9:0-5-0,0-6-4] 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-S 0.99 0.61 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.02 (loc) 7-9 7-9 6 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 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-7,2-9: 2x4 SPF-S Stud WEDGE Left: 2x8 SP 2400F 2.0E SLIDER Right 2x4 SPF-S Stud 2-4-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 1=0-3-8 Max Horz 1=-110(LC 27) Max Grav 6=8244(LC 1), 1=7127(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8389/0, 2-3=-7974/0, 3-4=-7719/0, 4-6=-8105/0 BOT CHORD 1-9=0/6078, 7-9=0/4602, 6-7=0/5936 WEBS 3-7=0/4598, 4-7=0/1015, 3-9=0/4940, 2-9=0/971 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 2028 lb down at 2-0-12, 2028 lb down at 4-0-12, 2028 lb down at 6-0-12, 2028 lb down at 8-0-12, 2028 lb down at 10-0-12, and 2028 lb down at 12-0-12, and 2031 lb down at 14-0-12 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, 3-6=-60, 1-6=-20 Continued on page 2 January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type Common Girder Qty 1 Ply 2 23 Estates at Towne Meadow Job Reference (optional) I49514017 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:16 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-IwgPvfSvIe5QMCzyKJ?ns?b1aLq6gBdFV_QEQfzz2Sf LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-2028(F) 10=-2028(F) 11=-2028(F) 12=-2028(F) 13=-2028(F) 14=-2028(F) 15=-2031(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 23_ESTATES_AT_TOWNE_~W Truss V01 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514018 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-IwgPvfSvIe5QMCzyKJ?ns?b7qLuygJ5FV_QEQfzz2Sf Scale = 1:21.0 1 2 3 5 4 6 7 3x4 3x4 3x4 2x4 2x4 9-10-15 9-10-15 0-0-43-3-104.00 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-S 0.59 0.36 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-10-3, 4=9-10-3, 5=9-10-3 Max Horz 1=93(LC 7) Max Uplift 4=-2(LC 7), 5=-41(LC 10) Max Grav 1=169(LC 1), 4=102(LC 1), 5=458(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-335/183 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) 0-8-5 to 3-8-5, Interior(1) 3-8-5 to 5-6-12, Exterior(2R) 5-6-12 to 9-9-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V02 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514019 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-m6En7?SY3yDH_MX8u1W0PD8EulBLPnLOkeAoy5zz2Se Scale = 1:13.7 1 2 3 3x4 3x4 3x4 5-10-15 5-10-15 0-0-41-11-104.00 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 0.89 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-10-3, 3=5-10-3 Max Horz 1=53(LC 7) Max Uplift 1=-6(LC 6), 3=-14(LC 10) Max Grav 1=205(LC 1), 3=205(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) 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V03 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514020 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-m6En7?SY3yDH_MX8u1W0PD8JtlENPnLOkeAoy5zz2Se 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- 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V04 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514021 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-EJo9KLTAqGL8bW6LSk1FxQhaQ9ek8DbYzIvLUYzz2Sd 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 7) 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- 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V05 Truss Type Valley Qty 2 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514022 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-jVMYYhUobZT?DghX0RYUUeDg2Z?htd4hByfv1_zz2Sc Scale = 1:38.8 1 2 3 4 5 8 7 6 9 3x4 3x4 3x4 3x4 3x4 4x6 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 5-11-27-0-45-11-29.00 12 Plate Offsets (X,Y)-- [6: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 0.47 0.04 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=183(LC 9) Max Uplift 8=-193(LC 6), 6=-193(LC 7) Max Grav 8=244(LC 9), 6=244(LC 8), 7=190(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-258/219, 2-9=-258/219 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=193, 6=193. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V06 Truss Type Valley Qty 2 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514023 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-Bhwwl1VQMtbsrqGjZ93j1rmsSyHhc5GqQcOSZQzz2Sb Scale: 3/8"=1' 1 2 3 4 5 8 7 6 4x6 3x6 3x4 3x6 4x6 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 4-7-25-8-44-7-29.00 12 Plate Offsets (X,Y)-- [2:0-3-2,Edge], [4:0-3-2,0-0-0], [6:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.43 0.31 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5 4-5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=-148(LC 8) Max Uplift 8=-123(LC 6), 6=-123(LC 7) Max Grav 8=211(LC 18), 6=211(LC 17), 7=81(LC 3) 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) The Fabrication Tolerance at joint 2 = 12%, joint 4 = 12% 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=123, 6=123. 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V07 Truss Type Valley Qty 2 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514024 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-Bhwwl1VQMtbsrqGjZ93j1rmvlyJtc6rqQcOSZQzz2Sb Scale = 1:25.0 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 3x4 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 3-3-24-4-43-3-29.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6: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 0.21 0.17 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=113(LC 9) Max Uplift 8=-63(LC 6), 6=-63(LC 7) Max Grav 8=160(LC 18), 6=160(LC 17), 7=83(LC 19) 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) 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V08 Truss Type Valley Qty 2 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514025 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-fuUIzMV27BjjS_rv7sbyZ3J6wMfgLau_fG8?5tzz2Sa Scale = 1:18.1 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 3x4 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 1-11-23-0-41-11-29.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6: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 0.12 0.07 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=78(LC 9) Max Uplift 8=-39(LC 10), 6=-39(LC 11) Max Grav 8=129(LC 23), 6=129(LC 24), 7=89(LC 19) 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) 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V09 Truss Type Valley Qty 2 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514026 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-742gAiWguUrZ47Q6ha6B6GrHgm0c41L7uwtZdJzz2SZ Scale = 1:11.3 1 2 3 4 5 8 7 6 3x6 3x4 3x6 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 0-7-21-8-40-7-29.00 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 0.12 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=43(LC 9) Max Uplift 8=-27(LC 10), 6=-27(LC 11) Max Grav 8=120(LC 23), 6=120(LC 24), 7=117(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) 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V10 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514027 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-742gAiWguUrZ47Q6ha6B6Gr8gmz440t7uwtZdJzz2SZ Scale = 1:27.5 1 2 3 4 5 6 3x6 5x6 3x6 2x4 11-7-1511-7-15 11-8-40-0-5 5-10-2 5-10-2 11-8-4 5-10-2 0-0-44-4-100-0-49.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.25 0.11 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=11-7-10, 3=11-7-10, 4=11-7-10 Max Horz 1=-74(LC 6) Max Uplift 1=-10(LC 10), 3=-17(LC 11) Max Grav 1=220(LC 1), 3=220(LC 1), 4=428(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-253/65 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 8-3-3, Exterior(2E) 8-3-3 to 11-3-3 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V11 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514028 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-bGb2N2XIfozQiH?IFHdQeUOMzAJlpU8H6ad6Alzz2SY Scale = 1:21.1 1 2 3 4 5 6 3x4 3x4 3x4 2x4 0-0-50-0-5 8-1-108-1-4 4-0-13 4-0-13 8-1-10 4-0-13 0-0-43-0-100-0-49.00 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-P 0.47 0.22 0.04 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 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-15, 3=8-0-15, 4=8-0-15 Max Horz 1=50(LC 9) Max Uplift 1=-14(LC 10), 3=-20(LC 11) Max Grav 1=166(LC 1), 3=166(LC 1), 4=269(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) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 4-9-14, Exterior(2E) 4-9-14 to 7-9-14 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V12 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514029 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-3T9RbOYxQ66HJRaUo?8fBhxcGZeVYx4QLEMfiBzz2SX Scale = 1:11.3 1 2 3 3x4 3x4 3x4 0-0-50-0-5 4-6-154-6-10 2-3-7 2-3-7 4-6-15 2-3-7 0-0-41-8-100-0-49.00 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 0.12 0.32 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: 8 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 4-6-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-6-4, 3=4-6-4 Max Horz 1=-27(LC 8) Max Grav 1=158(LC 1), 3=158(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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V13 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514030 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-XfjpokZZBPE8xb9hMifujvTlqz?YHMFaau6DEezz2SW Scale = 1:39.1 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-7-1516-7-15 16-8-40-0-5 8-4-2 8-4-2 16-8-4 8-4-2 0-0-46-3-20-0-49.00 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-S 0.19 0.20 0.13 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: 46 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 16-7-10. (lb) - Max Horz 1=-107(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=386(LC 17), 6=386(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-294/147, 4-6=-294/147 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 5-4-2, Exterior(2R) 5-4-2 to 11-4-2, Interior(1) 11-4-2 to 13-3-11, Exterior(2E) 13-3-11 to 16-3-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V14 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514031 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-XfjpokZZBPE8xb9hMifujvTk5z1AHNuaau6DEezz2SW Scale = 1:30.5 1 2 3 4 5 8 7 6 9 10 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 13-1-413-1-4 13-1-100-0-5 6-6-13 6-6-13 13-1-10 6-6-13 0-0-44-11-20-0-49.00 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-S 0.30 0.10 0.09 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: 33 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 13-0-15. (lb) - Max Horz 1=-83(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=253(LC 1), 8=305(LC 17), 6=305(LC 18) 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 9-8-8, Exterior(2E) 9-8-8 to 12-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 6) 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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V15 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514032 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-?rHB04ZByjM?ZljtwPA7G60stNK?0qTjoYrmn4zz2SV Scale = 1:23.6 1 2 3 4 5 6 3x4 6x6 3x4 2x4 0-0-50-0-5 9-6-159-6-10 4-9-7 4-9-7 9-6-15 4-9-7 0-0-43-7-20-0-49.00 12 Plate Offsets (X,Y)-- [2: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-S 0.49 0.32 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-6-4, 3=9-6-4, 4=9-6-4 Max Horz 1=-60(LC 6) Max Uplift 1=-9(LC 10), 3=-17(LC 11) Max Grav 1=181(LC 1), 3=181(LC 1), 4=354(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) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 6-3-3, Exterior(2E) 6-3-3 to 9-3-3 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V16 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514033 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-U1rZDQapj1UsAvI3U7hMpKZ5jnbTlIps1CbKJWzz2SU Scale: 3/4"=1' 1 2 3 3x4 3x4 3x4 0-0-50-0-5 6-0-45-11-15 3-0-2 3-0-2 6-0-4 3-0-2 0-0-42-3-20-0-49.00 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 0.23 0.62 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: 10 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 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-10, 3=5-11-10 Max Horz 1=-36(LC 6) Max Grav 1=216(LC 1), 3=216(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. January 4,2022 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 23_ESTATES_AT_TOWNE_~W Truss V17 Truss Type Valley Qty 1 Ply 1 23 Estates at Towne Meadow Job Reference (optional) I49514034 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:43:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:fkcZr00ljAsQcfWKAYj3tLzz4mN-yEPxRmbRUKcjo2tG1qDbLX5JkB3RUl30GsKtrzzz2ST Scale = 1:7.4 1 2 3 3x4 3x4 3x4 0-0-50-0-5 2-5-102-5-4 1-2-13 1-2-13 2-5-10 1-2-13 0-0-40-11-20-0-49.00 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 0.02 0.06 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-4-15, 3=2-4-15 Max Horz 1=-12(LC 6) Max Grav 1=74(LC 1), 3=74(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. January 4,2022 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