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HomeMy WebLinkAboutI48915550.22_Estates_at_Towne_Meadow16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). November 23,2021 Liu, Xuegang Pages or sheets covered by this seal: I48915550 thru I48915632 My license renewal date for the state of Indiana is July 31, 2022. 22_Estates_at_Towne_Meadow 22 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 22_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type COMMON STRUCTURAL GA Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915550 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:24:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-G6KTWp0ZLZhtfl5fdutYafvGBOFphHS5Tx8jTyyGctq Scale = 1:61.1 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 16 15 13 12 11 10 9 8 33 34 14 4x6 4x10 3x8 3x4 3x4 3x4 3x6 3x6 3x4 9-1-8 9-1-8 10-2-8 1-1-0 20-5-0 10-2-8 -0-11-0 0-11-0 5-2-8 5-2-8 10-2-8 5-0-0 15-2-8 5-0-0 20-5-0 5-2-8 21-4-0 0-11-0 1-3-09-9-11-3-010.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-8], [15:0-5-0,0-1-4], [16:Edge,0-1-8], [17:0-1-9,0-1-0], [20:0-1-9,0-1-0], [28:0-1-9,0-1-0], [30:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.56 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.30 0.01 (loc) 14-16 14-16 8 l/defl >730 >366 n/a L/d 240 180 n/a PLATES MT20 Weight: 344 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* 2-16,6-8: 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. WEBS 1 Row at midpt 4-13 REACTIONS.All bearings 11-3-8 except (jt=length) 16=0-3-8, 14=0-3-8. (lb) - Max Horz 16=-193(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 8 except 13=-247(LC 10) Max Grav All reactions 250 lb or less at joint(s) 12, 11, 10, 9 except 13=422(LC 1), 16=445(LC 23), 8=393(LC 24), 14=619(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-256/92, 2-16=-306/93, 6-8=-262/120 BOT CHORD 14-16=-89/251, 13-14=-89/251 WEBS 4-13=-265/0, 5-13=-259/164, 3-13=-270/162 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-2-8, Exterior(2R) 7-2-8 to 13-2-8, Interior(1) 13-2-8 to 18-4-0, Exterior(2E) 18-4-0 to 21-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 8 except (jt=lb) 13=247. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915551 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:24:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-G6KTWp0ZLZhtfl5fdutYafvKAOMNhMC5Tx8jTyyGctq Scale = 1:22.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 11 10 9 8 2x4 2x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 10-0-8 10-0-8 0-8-53-7-73.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.08 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 77 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 2-0-15 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 10-0-8. (lb) - Max Horz 2=97(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 8, 2, 9, 10 except 11=308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 6-11-4, Corner(3E) 6-11-4 to 9-11-4 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 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 9, 10, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915552 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:24:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-kItsk81B6tpkHugsBbOn7sSVVoj?QlrEibuH?OyGctp Scale = 1:47.0 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-0 13-11-0 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 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 0.12 0.05 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 177 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 13-11-0. (lb) - Max Horz 20=-145(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14 except 20=-115(LC 6), 19=-108(LC 7), 13=-101(LC 11) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-16=-251/55 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 3-11-8, Corner(3R) 3-11-8 to 9-11-8, Exterior(2N) 9-11-8 to 11-10-0, Corner(3E) 11-10-0 to 14-10-0 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 15, 14 except (jt=lb) 20=115, 19=108, 13=101. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915553 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-gh?c9q3ReU3SWCqEI0RFCHXrxbORufeX9vNO4HyGctn Scale = 1:46.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-9-0 14-9-0 -0-11-0 0-11-0 7-4-8 7-4-8 14-9-0 7-4-8 15-8-0 0-11-0 1-3-07-4-121-3-010.00 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 0.12 0.06 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 194 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 14-9-0. (lb) - Max Horz 20=-151(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-115/254, 6-7=-115/254 WEBS 6-16=-264/65 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 4-4-8, Corner(3R) 4-4-8 to 10-4-8, Exterior(2N) 10-4-8 to 12-8-0, Corner(3E) 12-8-0 to 15-8-0 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 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. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss GE05 Truss Type GABLE Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915554 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-gh?c9q3ReU3SWCqEI0RFCHXqObNjujeX9vNO4HyGctn Scale = 1:16.2 Sheet Back Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 7 6 2x4 2x4 3x6 3x4 2x4 2x4 -0-11-0 0-11-0 6-0-0 6-0-0 0-8-52-5-53.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.10 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 39 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 2-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=6-0-0, 2=6-0-0, 7=6-0-0 Max Horz 2=62(LC 7) Max Uplift 6=-2(LC 7), 2=-24(LC 6), 7=-27(LC 10) Max Grav 6=23(LC 1), 2=196(LC 1), 7=308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 2-10-12, Corner(3E) 2-10-12 to 5-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss GE06 Truss Type GABLE Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915555 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-9tZ_MA33PoCJ8MPQskyUlV40q?kud92gOZ6xcjyGctm Scale = 1:36.8 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-5-0 9-5-0 -0-11-0 0-11-0 4-8-8 4-8-8 9-5-0 4-8-8 10-4-0 0-11-0 1-3-05-2-11-3-010.00 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 0.11 0.04 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 9-5-0. (lb) - Max Horz 16=111(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 10, 14, 15, 12, 11 except 16=-108(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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, Corner(3R) 2-1-0 to 7-4-0, Corner(3E) 7-4-0 to 10-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 14, 15, 12, 11 except (jt=lb) 16=108. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J01 Truss Type JACK-OPEN Qty 4 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915556 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-d37MZW4hA5KAlW_dQRTjHicBTP4zMd5qdDsU89yGctl Scale = 1:11.3 1 2 5 3 4 3x6 2-9-8 2-9-8 -0-11-0 0-11-0 2-9-8 2-9-8 0-9-01-8-31-4-01-8-34.00 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 0.12 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 3=Mechanical, 4=Mechanical Max Horz 5=32(LC 6) Max Uplift 5=-28(LC 6), 3=-22(LC 10) Max Grav 5=180(LC 1), 3=64(LC 1), 4=48(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J02 Truss Type JACK-OPEN Qty 2 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915557 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-d37MZW4hA5KAlW_dQRTjHicAEP44Md5qdDsU89yGctl Scale = 1:9.8 1 2 5 3 4 3x6 2-8-8 2-8-8 -1-3-9 1-3-9 2-8-8 2-8-8 0-9-01-4-112.83 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 0.14 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=24(LC 6) Max Uplift 5=-46(LC 6), 3=-17(LC 10) Max Grav 5=212(LC 1), 3=55(LC 1), 4=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J03 Truss Type JACK-OPEN Qty 2 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915558 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-5Ghlns5KxPS1NgZp_9_yqw9MgpQf54Lzrtb2gcyGctk Scale = 1:9.9 1 2 5 3 4 3x6 1-11-8 1-11-8 -0-11-0 0-11-0 1-11-8 1-11-8 0-9-01-4-131-0-101-4-134.00 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 0.09 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 3=Mechanical, 4=Mechanical Max Horz 5=24(LC 6) Max Uplift 5=-29(LC 6), 3=-15(LC 10) Max Grav 5=155(LC 1), 3=38(LC 1), 4=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J04 Truss Type JACK-OPEN Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915559 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-5Ghlns5KxPS1NgZp_9_yqw9LzpQ254Lzrtb2gcyGctk Scale = 1:11.6 1 2 5 3 4 3x6 3-0-0 3-0-0 -0-11-0 0-11-0 3-0-0 3-0-0 0-9-01-9-01-4-131-9-04.00 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 0.14 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=34(LC 6) Max Uplift 5=-27(LC 6), 3=-24(LC 10) Max Grav 5=188(LC 1), 3=71(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915560 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-ZSF7_C6yijau?p7?XsVBM7iV1DlPqXb74XLbD2yGctj Scale = 1:18.9 1 2 5 3 4 3x4 3x4 2-3-8 2-3-8 -0-11-0 0-11-0 2-3-8 2-3-8 1-3-03-1-150-5-132-8-23-1-1510.00 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 0.24 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 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 2-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=60(LC 10) Max Uplift 3=-72(LC 10) Max Grav 5=163(LC 1), 3=87(LC 1), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 64 lb up at 2-2-12 on top chord, and 37 lb down at 2-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-39(B) 4=-18(B) November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J06 Truss Type JACK-OPEN Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915561 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-1epVCY7aS0ilcziC5a0QvLEgXc6kZ_qGJB49lUyGcti Scale = 1:14.4 1 2 5 3 4 2x4 3x4 1-11-12 1-11-12 -1-7-3 1-7-3 1-11-12 1-11-12 1-3-02-3-61-10-102-3-66.25 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 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 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 1-11-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=42(LC 7) Max Uplift 5=-9(LC 10), 3=-20(LC 10) Max Grav 5=228(LC 1), 3=17(LC 17), 4=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J07 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915562 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-1epVCY7aS0ilcziC5a0QvLEh8cucZ_ZGJB49lUyGcti Scale = 1:22.6 1 2 4 3 5 2x4 3x4 2x4 3x4 3-2-0 3-2-0 3-2-0 3-2-0 1-3-03-10-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.95 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 -0.00 (loc) 3-4 3-4 3 l/defl >839 >411 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 7-2-4 oc bracing. REACTIONS. (size)4=0-5-8, 3=Mechanical Max Horz 4=94(LC 5) Max Grav 4=692(LC 1), 3=470(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 925 lb down at 1-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-925(F) November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J08 Truss Type JACK-OPEN Qty 17 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915563 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-VrMtPt7CDKqbE7HOfHYfSYnpK0Q5IR4PXrqiHxyGcth Scale = 1:22.6 1 2 5 3 4 3x4 3x4 3-2-0 3-2-0 -0-11-0 0-11-0 3-2-0 3-2-0 1-3-03-10-110-5-133-4-143-10-1110.00 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 0.32 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=80(LC 10) Max Uplift 3=-57(LC 10), 4=-2(LC 10) Max Grav 5=194(LC 1), 3=84(LC 17), 4=56(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915564 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-z1wFdD8q_eySsHsaD_3u_mK2CQnX1uKZmVZFpNyGctg Scale = 1:14.4 1 2 3 5 4 2x4 2x4 2x4 2x4 0-2-13 0-2-13 2-3-15 2-1-2 -1-3-6 1-3-6 2-3-15 2-3-15 1-0-132-3-60-4-121-10-102-3-66.25 12 Plate Offsets (X,Y)-- [3:0-2-14,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 2-3-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-5-10, 3=Mechanical Max Horz 5=62(LC 7) Max Uplift 4=-1(LC 7), 5=-17(LC 10), 3=-18(LC 7) Max Grav 4=39(LC 3), 5=198(LC 1), 3=39(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5, 3. 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. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J10 Truss Type JACK-OPEN Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915565 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-z1wFdD8q_eySsHsaD_3u_mK1pQn21uKZmVZFpNyGctg Scale = 1:14.7 1 2 5 3 4 2x4 2x4 1-10-8 1-10-8 -0-11-0 0-11-0 1-10-8 1-10-8 1-1-02-4-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 10) Max Uplift 3=-28(LC 10), 4=-2(LC 10) Max Grav 5=152(LC 1), 3=40(LC 17), 4=32(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J11 Truss Type JACK-OPEN Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915566 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-RDUeqZ9Slx4JTRRnmia7XzsBmq6omLai?9JpMpyGctf Scale = 1:18.5 1 2 5 3 4 2x4 3x4 3-6-8 3-6-8 -1-7-3 1-7-3 3-6-8 3-6-8 1-3-03-1-20-4-122-8-63-1-26.25 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 0.20 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-14, 3=Mechanical, 4=Mechanical Max Horz 5=61(LC 10) Max Uplift 5=-3(LC 10), 3=-39(LC 10) Max Grav 5=265(LC 1), 3=76(LC 1), 4=61(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J12 Truss Type JACK-OPEN Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915567 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-RDUeqZ9Slx4JTRRnmia7XzsCZq7GmLai?9JpMpyGctf Scale = 1:14.9 1 2 5 3 4 2x4 2x4 1-11-0 1-11-0 -0-11-0 0-11-0 1-11-0 1-11-0 1-1-02-4-51-11-22-4-58.00 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 0.15 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 1-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 10) Max Uplift 3=-28(LC 10), 4=-1(LC 10) Max Grav 5=153(LC 1), 3=42(LC 17), 4=32(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J13 Truss Type JACK-CLOSED Qty 18 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915568 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-wP201vA4WFCA5b0zKP5M3BPLGERgVoDsEo2MuFyGcte Scale = 1:28.1 1 2 3 5 4 2x4 3x4 3x4 2x4 4-6-0 4-6-0 -0-11-0 0-11-0 4-6-0 4-6-0 1-3-05-0-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-3-5,0-0-0] 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-P 0.28 0.18 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical, 3=Mechanical Max Horz 5=134(LC 7) Max Uplift 3=-52(LC 7) Max Grav 5=242(LC 1), 4=85(LC 3), 3=135(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J14 Truss Type HALF HIP Qty 2 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915569 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-wP201vA4WFCA5b0zKP5M3BPNLETaVoAsEo2MuFyGcte Scale = 1:21.3 1 2 3 4 7 6 5 8 3x4 2x4 3x4 4x6 3x4 3x6 2-11-0 2-11-0 4-5-4 1-6-4 4-6-0 0-0-12 -0-11-0 0-11-0 2-11-0 2-11-0 4-6-0 1-7-0 1-3-03-8-310.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8, 4=Mechanical Max Horz 7=102(LC 7) Max Uplift 5=-24(LC 7), 7=-2(LC 10), 4=-12(LC 7) Max Grav 5=122(LC 17), 7=242(LC 1), 4=44(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 2-11-0, Exterior(2E) 2-11-0 to 4-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915570 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-OccOFFAjHZK1jkb9u7cbcOxXGdpvEF4?SSovQiyGctd Scale = 1:14.4 1 2 5 3 4 2x4 3x4 1-11-7 1-11-7 -1-7-3 1-7-3 1-11-7 1-11-7 1-3-02-3-36.25 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 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 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 1-11-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-14, 3=Mechanical, 4=Mechanical Max Horz 5=42(LC 7) Max Uplift 5=-9(LC 10), 3=-20(LC 10) Max Grav 5=227(LC 1), 3=16(LC 17), 4=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J16 Truss Type JACK-OPEN Qty 2 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915571 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-soAmSbBL2sSuKuALSq7q9cUjo19_ziK9h6XTy8yGctc Scale = 1:14.8 1 2 5 3 42x4 2x4 1-10-12 1-10-12 -0-11-0 0-11-0 1-10-12 1-10-12 1-1-02-4-31-10-152-4-38.00 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 0.15 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 1-10-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 10) Max Uplift 3=-28(LC 10), 4=-1(LC 10) Max Grav 5=153(LC 1), 3=41(LC 17), 4=32(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss J17 Truss Type JACK-OPEN Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915572 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-soAmSbBL2sSuKuALSq7q9cUi0198ziK9h6XTy8yGctc Scale = 1:14.5 1 2 5 3 4 2x4 3x4 2-0-1 2-0-1 -1-7-3 1-7-3 2-0-1 2-0-1 1-3-02-3-81-10-132-3-86.25 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 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 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 2-0-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=42(LC 7) Max Uplift 5=-9(LC 10), 3=-20(LC 10) Max Grav 5=227(LC 1), 3=16(LC 17), 4=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss M01 Truss Type MONOPITCH Qty 5 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915573 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-K_k8gxCzpAaly2lY?Ye3hp1oBRQdi9ZIwmH0VayGctb Scale = 1:17.7 1 2 3 4 5 6 2x4 3x6 3x4 3x4 2x4 5-11-8 5-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 0-9-02-8-134.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [4:0-2-11,0-0-0] 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-P 0.55 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.02 (loc) 2-5 2-5 4 l/defl >997 >499 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-0-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=71(LC 7) Max Uplift 2=-30(LC 6), 4=-53(LC 10) Max Grav 5=117(LC 3), 2=293(LC 1), 4=171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-10-4, Exterior(2E) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss M02 Truss Type MONOPITCH Qty 10 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915574 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-K_k8gxCzpAaly2lY?Ye3hp1qjRKgi4_IwmH0VayGctb Scale: 1/2"=1' 1 2 3 4 5 6 7 3x4 5x8 3x4 2x4 2x4 9-11-8 9-11-8 -0-11-0 0-11-0 4-11-12 4-11-12 9-11-8 4-11-12 0-9-04-0-134.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [5:0-2-11,0-0-0], [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.73 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.48 0.01 (loc) 2-6 2-6 6 l/defl >495 >247 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 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 2-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-0, 5=Mechanical Max Horz 2=112(LC 7) Max Uplift 2=-35(LC 6), 5=-39(LC 10) Max Grav 6=269(LC 1), 2=452(LC 1), 5=122(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-545/174 BOT CHORD 2-6=-161/481 WEBS 4-6=-496/228 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-10-4, Exterior(2E) 6-10-4 to 9-10-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss M03 Truss Type MONOPITCH Qty 6 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915575 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-oBIXtHDbaUicaCJkZFAIE1Z04rl4RQjR8Q0a11yGcta Scale = 1:24.7 1 2 3 4 5 7 6 8 9 3x4 3x6 3x4 3x4 3x4 2x4 2x4 6-0-0 6-0-0 12-0-0 6-0-0 -0-11-0 0-11-0 6-0-0 6-0-0 12-0-0 6-0-0 0-8-54-2-50-4-13-10-44-2-53.50 12 Plate Offsets (X,Y)-- [5:0-2-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.34 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 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 SLIDER Left 2x4 SPF-S Stud 3-1-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=114(LC 7) Max Uplift 2=-39(LC 6), 5=-38(LC 10) Max Grav 6=324(LC 1), 2=533(LC 1), 5=149(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-853/127 BOT CHORD 2-7=-115/763, 6-7=-115/763 WEBS 4-7=0/262, 4-6=-794/171 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-10-12, Exterior(2E) 8-10-12 to 11-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss M04 Truss Type MONOPITCH Qty 6 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915576 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-GNrv5dEDLnqTBMuw7zhXmE67aF50A33bN4m7ZTyGctZ Scale = 1:16.2 1 2 3 4 5 6 2x4 3x6 3x4 3x4 2x4 6-0-0 6-0-0 -0-11-0 0-11-0 6-0-0 6-0-0 0-8-52-5-50-4-12-1-42-5-53.50 12 Plate Offsets (X,Y)-- [4:0-2-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.56 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.02 (loc) 2-5 2-5 4 l/defl >976 >488 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-0-8 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)5=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=62(LC 9) Max Uplift 2=-32(LC 6), 4=-52(LC 10) Max Grav 5=118(LC 3), 2=295(LC 1), 4=173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-10-12, Exterior(2E) 2-10-12 to 5-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type GABLE Qty 8 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915577 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-kZPHIyEr65yKpWT7hgCmJSfNxeVyvWpkckVg5vyGctY Scale = 1:21.4 2 3 4 6 1 5 4x6 2x4 2x4 2x4 9-2-0 9-2-0 4-7-0 4-7-0 9-2-0 4-7-0 -0-0-43-0-73-0-110-1-00-1-88.00 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-P 0.20 0.12 0.03 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: 23 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 9-2-0. (lb) - Max Horz 1=-51(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-237(LC 17), 5=-216(LC 18), 2=-153(LC 10), 4=-140(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=444(LC 17), 4=436(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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 5-10-5, Exterior(2E) 5-10-5 to 8-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 237 lb uplift at joint 1, 216 lb uplift at joint 5, 153 lb uplift at joint 2 and 140 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type GABLE Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915578 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-CmzfVIFTtP4BRf2JENj?sfBaP2r4eyAurOFEeLyGctX Scale = 1:18.6 2 3 4 5 6 8 1 7 3x4 3x4 2x4 2x4 2x4 2x4 9-2-0 9-2-0 2-10-0 2-10-0 6-4-0 3-6-0 9-2-0 2-10-0 -0-0-41-10-71-10-110-1-00-1-81-9-38.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.09 0.13 0.03 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: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-2-0. (lb) - Max Horz 1=-31(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8 except 2=306(LC 23), 6=306(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 2-10-0, Exterior(2R) 2-10-0 to 6-4-0, Exterior(2E) 6-4-0 to 8-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T01 Truss Type COMMON Qty 4 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915579 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-hyX1jeG6eiD22pdVo5EEOtkfnS0pNDo132_nAoyGctW Scale = 1:59.9 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x8 MT18HS 3x8 3x4 3x4 3x4 3x6 3x6 3x4 10-2-8 10-2-8 20-5-0 10-2-8 -0-11-0 0-11-0 5-2-8 5-2-8 10-2-8 5-0-0 15-2-8 5-0-0 20-5-0 5-2-8 21-4-0 0-11-0 1-3-09-9-11-3-010.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-8], [11:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.80 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.02 (loc) 8-9 8-9 8 l/defl >999 >589 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 88 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=-193(LC 8) Max Grav 11=869(LC 1), 8=869(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-309/85, 3-4=-699/89, 4-5=-699/89, 5-6=-309/85, 2-11=-344/89, 6-8=-343/88 BOT CHORD 9-11=-37/620, 8-9=0/580 WEBS 4-9=-27/518, 3-11=-610/3, 5-8=-610/3 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-2-8, Exterior(2R) 7-2-8 to 13-2-8, Interior(1) 13-2-8 to 18-4-0, Exterior(2E) 18-4-0 to 21-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T02 Truss Type HALF HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915580 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-hyX1jeG6eiD22pdVo5EEOtkiZSBjNOp132_nAoyGctW Scale = 1:16.6 1 2 3 4 5 7 6 4x6 3x4 3x6 3x4 2x4 3x6 2-11-12 2-11-12 5-10-12 2-11-0 5-11-8 0-0-12 -0-11-0 0-11-0 5-0-0 5-0-0 5-11-8 0-11-8 0-9-02-5-04.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.10 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=63(LC 9) Max Uplift 6=-8(LC 6), 2=-32(LC 6), 5=-7(LC 7) Max Grav 6=204(LC 1), 2=293(LC 1), 5=26(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 5-0-0, Exterior(2E) 5-0-0 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T03 Truss Type HALF HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915581 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-985Qw_HkO0LvgzCiMolTx4HvPsVs6pAAIikLiEyGctV Scale = 1:25.1 1 2 3 4 5 6 9 8 7 2x4 3x4 3x6 3x4 3x4 2x4 3x4 4x6 4-6-0 4-6-0 8-9-8 4-3-8 11-11-8 3-2-0 -0-11-0 0-11-0 4-6-0 4-6-0 8-9-8 4-3-8 11-11-8 3-2-0 0-9-03-8-34.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [5:0-4-4,0-2-0] 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-SH 0.19 0.23 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 9 8-9 7 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 2-4-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-3-0 Max Horz 2=101(LC 9) Max Uplift 7=-29(LC 6), 2=-41(LC 6) Max Grav 7=472(LC 1), 2=531(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-813/176, 4-5=-392/118 BOT CHORD 2-9=-161/708, 8-9=-161/708, 7-8=-47/340 WEBS 4-8=-411/125, 5-8=-9/288, 5-7=-501/133 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-6-0, Exterior(2R) 4-6-0 to 8-9-8, Exterior(2E) 8-9-8 to 11-10-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T04 Truss Type HALF HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915582 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-dLfo8KHM9KTlI7nuwWGiTIp0gGoVrCYKXMTuFgyGctU Scale = 1:21.6 1 2 3 4 5 7 6 8 9 10 2x4 3x4 3x8 3x4 3x4 2x4 4x8 6-9-8 6-9-8 11-11-8 5-2-0 -0-11-0 0-11-0 6-9-8 6-9-8 11-11-8 5-2-0 0-9-03-0-34.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [4:0-4-4,0-2-0] 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-SH 0.41 0.34 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 0.01 (loc) 2-7 2-7 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 SLIDER Left 2x4 SPF-S Stud 3-7-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-0 Max Horz 2=81(LC 7) Max Uplift 6=-27(LC 6), 2=-44(LC 6) Max Grav 6=472(LC 1), 2=531(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-678/168 BOT CHORD 2-7=-123/570, 6-7=-121/575 WEBS 4-7=0/268, 4-6=-633/170 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-6-9, Exterior(2R) 2-6-9 to 8-10-4, Exterior(2E) 8-10-4 to 11-10-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T05 Truss Type HALF HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915583 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-dLfo8KHM9KTlI7nuwWGiTIpytGnJr5HKXMTuFgyGctU Scale = 1:21.5 1 2 3 4 5 7 6 8 4x8 4x6 3x4 3x6 3x4 2x4 4-9-8 4-9-8 11-11-8 7-2-0 -0-11-0 0-11-0 4-9-8 4-9-8 11-11-8 7-2-0 0-9-02-4-34.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [4:0-4-4,0-2-0], [5:Edge,0-2-8], [6:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.41 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.01 (loc) 6-7 6-7 6 l/defl >999 >909 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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 2-6-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-0 Max Horz 2=61(LC 7) Max Uplift 6=-25(LC 6), 2=-45(LC 6) Max Grav 6=472(LC 1), 2=531(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-833/206 BOT CHORD 2-7=-169/730, 6-7=-165/736 WEBS 4-7=0/267, 4-6=-687/174 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 8-10-4, Exterior(2E) 8-10-4 to 11-10-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T06 Truss Type ROOF SPECIAL Qty 7 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915584 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-5XDALgI_wdbcvHM4TDox0VMBif2YahzTl0DRn7yGctT Scale = 1:25.0 1 2 3 4 5 6 7 3x4 2x4 5x8 3x4 2x4 9-11-8 9-11-8 4-11-12 4-11-12 9-11-8 4-11-12 10-10-8 0-11-0 4-0-130-9-04.00 12 Plate Offsets (X,Y)-- [4:0-5-5,Edge], [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.73 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.48 -0.01 (loc) 4-6 4-6 6 l/defl >495 >247 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 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 Right 2x4 SPF-S Stud 2-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=0-3-0 Max Horz 4=-112(LC 6) Max Uplift 6=-29(LC 11), 4=-35(LC 7) Max Grav 6=392(LC 1), 4=452(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-545/186 BOT CHORD 4-6=-177/481 WEBS 2-6=-496/245 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 4-4-3, Interior(1) 4-4-3 to 7-10-8, Exterior(2R) 7-10-8 to 10-10-8 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T11 Truss Type COMMON Qty 2 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915585 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-5XDALgI_wdbcvHM4TDox0VM6qf8ialBTl0DRn7yGctT Scale = 1:43.5 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 3x8 6x6 6x6 6-11-8 6-11-8 13-11-0 6-11-8 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [4:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.34 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 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* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-145(LC 8) Max Uplift 8=-1(LC 10), 6=-1(LC 11) Max Grav 8=609(LC 1), 6=609(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-537/77, 3-4=-537/77, 2-8=-548/92, 4-6=-548/92 BOT CHORD 7-8=-161/343 WEBS 3-7=0/276 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-11-8, Exterior(2R) 3-11-8 to 9-11-8, Interior(1) 9-11-8 to 11-10-0, Exterior(2E) 11-10-0 to 14-10-0 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) 8, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915586 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-1wKwmMKESFrK9aWTbeqP5wRRoTjO2T7mDKiYr?yGctR Scale = 1:92.4 12 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 3x6 5x8 10x10 5x8 3x6 3x6 3x6 4x6 3x6 3x6 3x6 3x4 3x6 3x6 3x6 4x6 3x6 12x18 MT18HS 12x18 MT18HS 9-1-15 9-1-15 18-1-6 8-11-7 22-1-6 4-0-0 22-4-8 0-3-2 27-6-8 5-2-0 36-7-8 9-1-0 45-11-0 9-3-8 -0-11-0 0-11-0 6-2-2 6-2-2 12-1-12 5-11-10 18-1-6 5-11-10 22-1-6 4-0-0 22-4-8 0-3-2 27-6-8 5-2-0 33-7-3 6-0-11 39-7-13 6-0-11 45-11-0 6-3-3 46-10-0 0-11-0 1-1-013-1-1513-4-01-1-013-4-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [3:0-2-4,0-2-0], [6:0-6-4,0-2-4], [7:0-3-11,0-1-5], [8:0-5-12,0-2-0], [11:0-2-4,0-2-0], [12:Edge,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.80 0.77 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.41 0.14 (loc) 15-17 15-17 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 253 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-22,5-22,9-15,11-15: 2x3 SPF No.2 2-23,3-23,12-14,11-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-0 max.): 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-20, 7-19, 9-17, 3-23, 11-14 REACTIONS. (size)23=0-3-8, 14=0-3-8 Max Horz 23=255(LC 9) Max Grav 23=1889(LC 1), 14=1889(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-603/81, 3-5=-2402/70, 5-6=-1980/135, 6-7=-1614/147, 7-8=-1610/149, 8-9=-1965/137, 9-11=-2400/71, 11-12=-611/82, 2-23=-534/89, 12-14=-540/91 BOT CHORD 22-23=-51/1966, 20-22=0/1835, 19-20=0/1559, 18-19=0/1608, 17-18=0/1548, 15-17=0/1827, 14-15=0/1968 WEBS 5-22=-13/358, 5-20=-526/161, 6-20=-46/594, 6-19=-148/346, 7-19=-295/93, 8-18=-139/336, 8-17=-42/599, 9-17=-534/163, 9-15=-13/368, 3-23=-2003/0, 11-14=-1996/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 15-1-6, Exterior(2R) 15-1-6 to 21-1-6, Interior(1) 21-1-6 to 24-6-8, Exterior(2R) 24-6-8 to 30-6-8, Interior(1) 30-6-8 to 43-10-0, Exterior(2E) 43-10-0 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T13 Truss Type HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915587 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-V6uJzhKsDYzBnk4f9MLee8_ewt51nymwS_R5OSyGctQ Scale = 1:86.9 12 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 3x6 5x6 3x6 12x18 MT18HS 2x4 2x4 6x10 2x4 2x4 3x6 3x6 4x10 5x12 6x6 3x12 4x8 3x8 3x6 3x6 12x18 MT18HS 7-9-0 7-9-0 15-3-8 7-6-8 17-4-0 2-0-8 23-8-4 6-4-4 30-0-8 6-4-4 37-10-8 7-10-0 45-11-0 8-0-8 -0-11-0 0-11-0 7-9-0 7-9-0 15-3-8 7-6-8 15-10-8 0-7-0 17-4-0 1-5-8 23-8-4 6-4-4 30-0-8 6-4-4 37-10-8 7-10-0 45-11-0 8-0-8 46-10-0 0-11-0 1-1-011-8-01-1-03-0-011-8-08.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-12], [9:0-3-12,0-2-0], [14:Edge,0-10-2], [15:0-2-0,0-1-8], [18:0-3-4,0-1-8], [20:0-3-0,0-3-0], [21:0-5-12,0-2-8], [23:0-3-8,0-1-12], [24:Edge ,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.68 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.40 0.20 (loc) 21 22-23 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 250 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,9-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-22,7-19,8-18,8-17,9-17,2-24,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-22, 7-19, 8-18, 8-17, 10-17 REACTIONS. (size)24=0-3-8, 14=0-3-8 Max Horz 24=223(LC 9) Max Grav 24=1885(LC 1), 14=1887(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2539/0, 4-5=-2934/0, 5-6=-2870/81, 6-7=-2336/11, 7-8=-2336/13, 8-9=-1675/73, 9-10=-2148/42, 10-12=-2544/0, 2-24=-1813/10, 12-14=-1810/11 BOT CHORD 23-24=-203/521, 20-21=0/2252, 17-18=0/1848, 15-17=0/2011, 14-15=-73/399 WEBS 5-21=-342/203, 4-23=-810/79, 21-23=0/2150, 4-21=-10/425, 6-21=-208/1084, 6-20=-139/632, 18-20=0/2032, 8-20=-41/808, 8-18=-732/48, 8-17=-499/120, 9-17=0/724, 10-17=-483/150, 2-23=0/1639, 12-15=0/1621 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-7-9, Exterior(2R) 11-7-9 to 20-1-7, Interior(1) 20-1-7 to 25-9-9, Exterior(2R) 25-9-9 to 34-3-7, Interior(1) 34-3-7 to 43-10-0, Exterior(2E) 43-10-0 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T14 Truss Type HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915588 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-zIShB1LV_s52Oufri3stALXnoHOPWRJ3geBfwuyGctP Scale = 1:85.2 12 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 3x6 5x6 3x6 5x6 3x6 12x18 MT18HS 3x6 3x6 3x6 3x8 3x6 3x6 3x6 3x8 3x6 3x6 12x18 MT18HS3x6 6-9-8 6-9-8 13-4-8 6-7-0 22-11-8 9-7-0 32-6-8 9-7-0 39-1-8 6-7-0 45-11-0 6-9-8 -0-11-0 0-11-0 6-9-8 6-9-8 13-4-8 6-7-0 19-9-3 6-4-11 26-1-13 6-4-11 32-6-8 6-4-11 39-1-8 6-7-0 45-11-0 6-9-8 46-10-0 0-11-0 1-1-010-0-01-1-010-0-08.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-2-0], [9:0-3-12,0-2-0], [14:Edge,0-10-2], [15:0-1-12,0-1-8], [21:0-1-12,0-1-8], [22:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.87 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.46 0.12 (loc) 18-20 18-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 204 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-20,7-16: 2x4 SPF No.2, 2-22,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-7 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-20, 7-16, 10-16 REACTIONS. (size)22=0-3-8, 14=0-3-8 Max Horz 22=193(LC 9) Max Grav 22=1889(LC 1), 14=1889(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2518/0, 4-5=-2269/8, 5-6=-1796/40, 6-7=-2147/7, 7-9=-1796/40, 9-10=-2269/0, 10-12=-2518/0, 2-22=-1818/0, 12-14=-1818/0 BOT CHORD 21-22=-169/414, 20-21=-17/2004, 18-20=0/2115, 16-18=0/2114, 15-16=0/2004, 14-15=-43/300 WEBS 4-20=-335/137, 5-20=0/833, 6-20=-689/126, 7-16=-689/126, 9-16=0/833, 10-16=-336/137, 2-21=0/1718, 12-15=0/1718 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-1-9, Exterior(2R) 9-1-9 to 17-7-7, Interior(1) 17-7-7 to 28-3-9, Exterior(2R) 28-3-9 to 36-9-7, Interior(1) 36-9-7 to 43-10-0, Exterior(2E) 43-10-0 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T15 Truss Type HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915589 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-SU03ONM7lADv02E2GmN6jZ3zugiqFp_CvIwCSKyGctO Scale = 1:87.9 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 5x10 MT18HS 3x6 5x10 MT18HS 3x8 MT18HS3x8 3x8 3x8 2x4 2x4 3x8 3x6 3x8 12x18 MT18HS 12x18 MT18HS3x6 10-10-8 10-10-8 18-11-9 8-1-1 26-11-7 7-11-13 35-0-8 8-1-1 45-11-0 10-10-8 -0-11-0 0-11-0 5-6-8 5-6-8 10-10-8 5-4-0 18-11-9 8-1-1 26-11-7 7-11-13 35-0-8 8-1-1 40-4-8 5-4-0 45-11-0 5-6-8 46-10-0 0-11-0 1-1-08-4-01-1-08-4-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [3:0-3-0,0-1-8], [4:0-7-8,0-1-12], [8:0-7-8,0-1-12], [9:0-3-0,0-1-8], [12:Edge,0-3-0], [13:0-2-8,0-1-8], [15:0-2-0,0-1-8] 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-SH 0.75 0.98 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.75 0.16 (loc) 12-13 12-13 12 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 199 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,5-15,8-15: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-12 max.): 4-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-18, 5-15, 3-19, 9-12 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=164(LC 9) Max Grav 19=1889(LC 1), 12=1889(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-509/31, 3-4=-2373/0, 4-5=-1910/13, 5-7=-2560/25, 7-8=-2560/25, 8-9=-2373/0, 9-10=-508/31, 2-19=-467/56, 10-12=-466/56 BOT CHORD 18-19=-76/1930, 16-18=-44/2559, 15-16=-44/2559, 13-15=0/1901, 12-13=0/1931 WEBS 4-18=0/882, 5-18=-998/122, 5-16=0/295, 7-15=-510/140, 8-15=-122/1005, 8-13=0/371, 3-19=-2062/0, 9-12=-2064/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-7-9, Exterior(2R) 6-7-9 to 15-1-7, Interior(1) 15-1-7 to 30-9-9, Exterior(2R) 30-9-9 to 39-3-7, Interior(1) 39-3-7 to 43-10-0, Exterior(2E) 43-10-0 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T16 Truss Type HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915590 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Ot8pp3ONHnTdFMOQOBQao_9IPUPxjopVMcPJXDyGctM Scale = 1:80.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 5x6 3x6 5x6 3x6 3x8 MT18HS 3x6 4x6 3x8 3x6 3x6 3x6 3x6 3x6 3x8 3x6 4x6 5x6 3x6 5x6 3x8 MT18HS 4-3-8 4-3-8 8-4-8 4-1-0 18-1-3 9-8-11 27-9-13 9-8-11 37-6-8 9-8-11 41-7-8 4-1-0 45-11-0 4-3-8 -0-11-0 0-11-0 4-3-8 4-3-8 8-4-8 4-1-0 15-8-0 7-3-8 22-11-8 7-3-8 30-3-0 7-3-8 37-6-8 7-3-8 41-7-8 4-1-0 45-11-0 4-3-8 46-10-0 0-11-0 1-1-06-8-01-1-06-8-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-4-4,0-2-4], [9:0-4-4,0-2-4], [11:0-3-0,0-1-12], [13:Edge,0-1-8], [14:0-2-8,0-2-0], [21:0-2-8,0-2-0] 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-SH 0.81 0.88 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.56 0.16 (loc) 17-18 15-17 13 l/defl >999 >982 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-20,8-15: 2x4 SPF No.2, 2-22,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-6 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 8-15 REACTIONS. (size)22=0-3-8, 13=0-3-8 Max Horz 22=-134(LC 8) Max Grav 22=1889(LC 1), 13=1889(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2357/7, 3-4=-2426/45, 4-5=-1982/49, 5-6=-3124/63, 6-8=-3124/63, 8-9=-1982/49, 9-10=-2426/45, 10-11=-2357/0, 2-22=-1828/0, 11-13=-1828/0 BOT CHORD 20-21=-76/1896, 18-20=-111/2969, 17-18=-105/3285, 15-17=-63/2969, 14-15=0/1896 WEBS 3-21=-327/26, 4-20=0/982, 5-20=-1368/129, 5-18=0/501, 6-18=-300/96, 6-17=-300/96, 8-17=0/501, 8-15=-1368/129, 9-15=0/982, 10-14=-327/26, 2-21=0/1765, 11-14=0/1765 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-1-9, Exterior(2R) 4-1-9 to 12-7-7, Interior(1) 12-7-7 to 33-3-9, Exterior(2R) 33-3-9 to 41-7-8, Interior(1) 41-7-8 to 43-10-0, Exterior(2E) 43-10-0 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915591 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-s3iC1PO?25bUtVzdxvxpLBhSiumRSE5fbG9s3fyGctL Scale = 1:88.4 12 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 3x8 6x8 5x6 5x6 8x8 3x6 5x12 4x6 4x6 3x6 3x6 2x4 3x6 3x8 3x6 3x6 3x8 3x6 2x4 5x12 4x6 4x6 3x6 3x6 7-10-0 7-10-0 15-5-8 7-7-8 19-5-8 4-0-0 20-4-8 0-11-0 29-6-8 9-2-0 37-7-8 8-1-0 45-11-0 8-3-8 -0-11-0 0-11-0 7-10-0 7-10-0 15-5-8 7-7-8 19-5-8 4-0-0 20-4-8 0-11-0 24-11-8 4-7-0 29-6-8 4-7-0 37-7-8 8-1-0 45-11-0 8-3-8 1-1-011-4-1112-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [6:0-4-8,0-1-12], [8:0-3-12,0-2-0], [10:0-5-12,0-2-0], [14:0-8-13,Edge], [19:0-2-0,0-1-8] 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-SH 0.84 0.80 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.40 0.15 (loc) 17-18 17-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 278 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7,7-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23,4-21,12-15: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-10-11, Right 2x8 SP 2400F 2.0E 5-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-0-13 max.): 6-7, 8-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 7-19, 9-18, 9-17, 12-17 REACTIONS. (size)2=0-3-8, 14=0-3-8 Max Horz 2=-211(LC 6) Max Grav 2=1892(LC 1), 14=1836(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2672/46, 4-6=-2192/124, 6-7=-1842/145, 7-8=-2156/172, 8-9=-1798/151, 9-10=-1684/153, 10-12=-2152/135, 12-14=-2669/57 BOT CHORD 2-23=0/2026, 21-23=0/2026, 19-21=0/1723, 18-19=0/1795, 17-18=0/1787, 15-17=0/2027, 14-15=0/2027 WEBS 4-23=0/300, 4-21=-440/152, 6-21=-10/463, 6-19=-109/501, 7-19=-1165/86, 8-19=-121/686, 8-18=0/349, 9-17=-440/139, 10-17=0/719, 12-17=-490/164, 12-15=0/308 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 3-8-2, Interior(1) 3-8-2 to 10-10-6, Exterior(2R) 10-10-6 to 15-5-8, Exterior(2E) 15-5-8 to 19-5-8, Exterior(2R) 19-5-8 to 34-1-10, Interior(1) 34-1-10 to 41-3-14, Exterior(2E) 41-3-14 to 45-11-0 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915592 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-oSpyS5QFairC6p7?3KzHQcnophSJw6lx3aez7YyGctJ Scale = 1:86.1 12 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 3x6 5x8 5x6 5x6 5x6 3x8 5x12 4x6 4x6 3x6 3x6 2x4 3x6 3x6 4x8 3x6 3x8 3x6 3x6 3x8 MT18HS 5x6 3x6 6-7-15 6-7-15 13-1-6 6-5-7 17-1-6 4-0-0 20-4-8 3-3-2 29-6-8 9-2-0 37-5-12 7-11-4 45-7-8 8-1-12 -0-11-0 0-11-0 6-7-15 6-7-15 13-1-6 6-5-7 17-1-6 4-0-0 20-4-8 3-3-2 24-11-8 4-7-0 29-6-8 4-7-0 37-5-12 7-11-4 45-7-8 8-1-12 1-1-09-9-1512-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [6:0-5-12,0-2-0], [8:0-4-4,0-2-4], [10:0-3-12,0-2-0], [13:0-3-4,0-1-8], [15:0-1-12,0-1-8], [19:0-2-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.77 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.42 0.12 (loc) 17-18 17-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 242 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7,7-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-18,9-18,9-17,10-17: 2x4 SPF No.2, 13-14: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-2-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 6-7, 8-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 7-19, 7-18, 9-18, 9-17, 11-17 REACTIONS. (size)2=0-3-8, 14=Mechanical Max Horz 2=217(LC 7) Max Grav 2=1875(LC 1), 14=1819(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2640/48, 4-6=-2245/114, 6-7=-2030/134, 7-8=-2139/166, 8-9=-1764/160, 9-10=-1637/159, 10-11=-2108/143, 11-13=-2464/63, 13-14=-1740/45 BOT CHORD 2-22=-56/1996, 21-22=-56/1996, 19-21=0/1804, 18-19=0/2036, 17-18=0/1750, 15-17=0/1953 WEBS 4-21=-305/125, 6-21=-5/365, 6-19=-42/597, 7-19=-542/52, 7-18=-844/137, 8-18=-28/916, 9-17=-461/125, 10-17=0/734, 11-17=-462/158, 13-15=0/1735 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 3-7-12, Interior(1) 3-7-12 to 8-6-10, Exterior(2R) 8-6-10 to 13-1-6, Exterior(2E) 13-1-6 to 17-1-6, Exterior(2R) 17-1-6 to 34-1-4, Interior(1) 34-1-4 to 40-11-0, Exterior(2E) 40-11-0 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915593 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-GeNKfRRuL0z2kziBd1UWypJ_N5pIfZl5HENXg_yGctI Scale = 1:81.4 12 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 5x6 5x8 5x6 5x6 3x8 8x10 5x6 5x6 3x6 3x8 2x4 2x4 3x8 3x6 3x8 3x6 3x6 3x8 MT18HS 5x6 3x6 10-7-6 10-7-6 14-7-6 4-0-0 20-4-8 5-9-2 29-6-8 9-2-0 37-5-12 7-11-4 45-7-8 8-1-12 -0-11-0 0-11-0 5-4-15 5-4-15 10-7-6 5-2-7 14-7-6 4-0-0 20-4-8 5-9-2 24-11-8 4-7-0 29-6-8 4-7-0 37-5-12 7-11-4 45-7-8 8-1-12 1-1-08-1-1512-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-4], [6:0-4-4,0-2-8], [7:0-4-4,0-2-4], [9:0-3-12,0-2-0], [12:0-3-4,0-1-8], [14:0-1-12,0-1-8], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.72 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.40 0.11 (loc) 2-20 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 230 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6,6-7,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-17,8-17,8-16,9-16: 2x4 SPF No.2, 12-13: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 3-5-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-7 max.): 5-6, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 6-17, 8-17, 8-16, 10-16 REACTIONS. (size)2=0-3-8, 13=Mechanical Max Horz 2=217(LC 9) Max Grav 2=1875(LC 1), 13=1819(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2580/81, 4-5=-2353/88, 5-6=-1921/103, 6-7=-2204/155, 7-8=-1768/164, 8-9=-1637/161, 9-10=-2108/145, 10-12=-2464/65, 12-13=-1740/46 BOT CHORD 2-20=-87/1948, 19-20=0/2303, 17-19=0/2303, 16-17=0/1750, 14-16=0/1953 WEBS 5-20=0/964, 6-20=-861/39, 6-17=-908/128, 7-17=0/846, 8-16=-460/124, 9-16=0/731, 10-16=-463/158, 12-14=0/1735 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 3-7-12, Interior(1) 3-7-12 to 6-0-10, Exterior(2R) 6-0-10 to 10-7-6, Exterior(2E) 10-7-6 to 14-7-6, Interior(1) 14-7-6 to 15-9-12, Exterior(2R) 15-9-12 to 34-1-4, Interior(1) 34-1-4 to 40-11-0, Exterior(2E) 40-11-0 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915594 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-krxismRW5J5vM7GOAk?lV1s5YV6IO?cEWt74CQyGctH Scale = 1:83.0 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 5x6 5x6 5x10 MT18HS 5x6 3x8 5x12 5x6 5x6 3x8 MT18HS2x4 4x6 3x8 3x6 3x8 3x6 3x6 3x8 MT18HS 5x6 3x6 8-1-6 8-1-6 12-1-6 4-0-0 20-4-8 8-3-2 29-6-8 9-2-0 37-5-12 7-11-4 45-7-8 8-1-12 -0-11-0 0-11-0 8-1-6 8-1-6 12-1-6 4-0-0 20-4-8 8-3-2 24-11-8 4-7-0 29-6-8 4-7-0 37-5-12 7-11-4 45-7-8 8-1-12 1-1-06-5-1512-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:0-4-4,0-2-4], [5:0-3-0,0-3-0], [6:0-6-0,0-1-8], [8:0-3-12,0-2-0], [11:0-3-4,0-1-8], [13:0-1-12,0-1-8], [18:0-2-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.86 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.41 0.13 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 230 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,6-16,7-16,7-15,8-15: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 5-1-7 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-14 max.): 4-5, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 7-15, 9-15 REACTIONS. (size)2=0-3-8, 12=Mechanical Max Horz 2=217(LC 7) Max Grav 2=1875(LC 1), 12=1819(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2591/59, 4-5=-2630/94, 5-6=-2260/137, 6-7=-1777/162, 7-8=-1636/159, 8-9=-2107/143, 9-11=-2465/62, 11-12=-1740/44 BOT CHORD 2-19=-28/1966, 18-19=-27/1968, 16-18=0/2646, 15-16=0/1749, 13-15=0/1953 WEBS 4-18=-4/1242, 5-18=-936/81, 5-16=-1091/128, 6-16=0/759, 7-15=-459/121, 8-15=0/726, 9-15=-464/157, 11-13=0/1735 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 3-7-12, Exterior(2R) 3-7-12 to 8-1-6, Exterior(2E) 8-1-6 to 12-1-6, Interior(1) 12-1-6 to 15-9-12, Exterior(2R) 15-9-12 to 34-1-4, Interior(1) 34-1-4 to 40-11-0, Exterior(2E) 40-11-0 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915595 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-D1V446S8sdEmzHrakSX_2EOIMvSd7TWOlXsdksyGctG Scale = 1:81.3 12 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 5x8 5x6 5x6 5x6 3x8 5x12 4x6 4x6 3x8 MT18HS2x4 5x8 3x6 3x8 3x6 3x8 3x6 3x6 3x8 MT18HS 5x6 3x6 5-7-6 5-7-6 9-7-6 4-0-0 20-4-8 10-9-2 29-6-8 9-2-0 37-5-12 7-11-4 45-7-8 8-1-12 -0-11-0 0-11-0 5-7-6 5-7-6 9-7-6 4-0-0 14-11-15 5-4-9 20-4-8 5-4-9 24-11-8 4-7-0 29-6-8 4-7-0 37-5-12 7-11-4 45-7-8 8-1-12 1-1-04-9-1512-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:0-6-4,0-2-4], [5:0-2-12,0-2-12], [6:0-1-12,0-1-8], [7:0-4-4,0-2-4], [9:0-3-12,0-2-0], [12:0-3-4,0-1-8], [14:0-1-12,0-1-8], [19:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.86 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.84 0.11 (loc) 17-19 17-19 13 l/defl >999 >653 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,5-7,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-17,8-17,8-16,9-16: 2x4 SPF No.2, 12-13: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 3-7-7 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-12 max.): 4-5, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 6-17, 8-17, 8-16, 10-16 REACTIONS. (size)2=0-3-8, 13=Mechanical Max Horz 2=217(LC 7) Max Grav 2=1875(LC 1), 13=1819(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2610/38, 4-5=-3055/40, 5-6=-3804/109, 6-7=-2222/146, 7-8=-1773/150, 8-9=-1635/156, 9-10=-2106/139, 10-12=-2466/58, 12-13=-1741/41 BOT CHORD 2-20=-60/1961, 19-20=-59/1962, 17-19=0/2264, 16-17=0/1753, 14-16=0/1954 WEBS 4-19=0/1675, 5-19=-2334/88, 6-19=-47/1505, 6-17=-891/166, 7-17=-3/902, 8-16=-475/117, 9-16=0/732, 10-16=-466/156, 12-14=0/1737 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 3-7-12, Exterior(2R) 3-7-12 to 5-7-6, Exterior(2E) 5-7-6 to 9-7-6, Interior(1) 9-7-6 to 15-9-12, Exterior(2R) 15-9-12 to 34-1-4, Interior(1) 34-1-4 to 40-11-0, Exterior(2E) 40-11-0 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915596 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-9QdrVoUOOEUUDa?zstZS7fUgHiB1bQ2hCrLkplyGctE Scale = 1:75.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 2021 22 23 3x8 5x6 5x6 3x8 4x6 3x6 3x4 3x6 3x8 3x4 3x8 3x4 3x6 5x6 3x6 5x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 25-6-8 9-2-0 33-5-12 7-11-4 41-7-8 8-1-12 8-3-8 8-3-8 16-4-8 8-1-0 20-11-8 4-7-0 25-6-8 4-7-0 33-5-12 7-11-4 41-7-8 8-1-12 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-3-12,0-2-0], [6:0-3-12,0-2-0], [9:0-3-4,0-1-8], [10:Edge,0-1-8], [11:0-2-0,0-1-8], [16:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.67 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.33 0.08 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,7-13,7-11,1-16,9-11: 2x3 SPF No.2, 1-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-5 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-14, 5-13, 7-13 REACTIONS. (size)17=0-5-8, 10=Mechanical Max Horz 17=218(LC 7) Max Grav 17=1653(LC 1), 10=1653(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2283/0, 3-4=-1850/73, 4-5=-1418/99, 5-6=-1409/99, 6-7=-1836/74, 7-9=-2216/0, 1-17=-1574/14, 9-10=-1576/11 BOT CHORD 16-17=-188/439, 14-16=-15/1800, 13-14=0/1460, 11-13=0/1747 WEBS 3-14=-527/157, 4-14=0/586, 5-14=-276/148, 5-13=-297/144, 6-13=0/583, 7-13=-483/156, 1-16=0/1508, 9-11=0/1534 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 21-3-9, Exterior(2R) 21-3-9 to 29-9-7, Interior(1) 29-9-7 to 38-5-12, Exterior(2E) 38-5-12 to 41-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915597 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-dcADi8V09YcLqka9Pa4hft0nf6X3KpfqRV5HLByGctD Scale = 1:78.7 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 2627 28 29 3x6 6x8 5x12 3x8 3x8 MT18HS 2x4 3x4 8x8 2x4 2x4 3x6 4x8 2x4 5x8 8x10 4x10 3x4 3x6 5x8 3x6 5x6 3x8 0-1-0 0-1-0 0-3-12 0-2-12 8-3-8 7-11-12 16-4-8 8-1-0 19-8-8 3-4-0 21-10-8 2-2-0 25-6-8 3-8-0 33-5-12 7-11-4 41-7-8 8-1-12 41-8-8 0-1-0 -0-11-00-11-0 8-3-88-3-8 16-4-88-1-0 19-8-83-4-0 21-10-82-2-0 25-6-83-8-0 33-5-127-11-4 41-7-88-1-12 1-1-012-0-01-3-53-0-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge], [4:0-0-0,0-0-0], [5:0-5-12,0-2-0], [8:0-9-8,0-1-12], [11:0-3-4,0-1-8], [12:Edge,0-1-8], [13:0-2-0,0-1-8], [15:0-4-12,0-1-8], [17:0-2-4,0-3-4], [18:0-6-0,0-4-8], [20:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.68 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 0.26 (loc) 18 18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 233 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8,1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-19,7-16,4-20,5-20,8-15,4-23: 2x4 SPF No.2 2-23,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-1 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 7-16, 4-20, 5-20, 6-17, 8-15, 9-15, 4-23 REACTIONS. (size)12=Mechanical, 23=0-5-8 Max Horz 23=227(LC 7) Max Grav 12=1651(LC 1), 23=1717(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-625/203, 4-5=-1843/74, 5-6=-2014/51, 6-7=-1952/57, 7-8=-1952/58, 8-9=-1830/77, 9-11=-2214/0, 2-23=-572/167, 11-12=-1574/11 BOT CHORD 21-23=-15/1791, 20-21=-15/1791, 17-18=0/2037, 13-15=0/1745 WEBS 6-18=-58/251, 4-21=0/351, 4-20=-522/152, 5-20=-1059/8, 18-20=0/2040, 5-18=0/1749, 6-17=-335/65, 15-17=0/1810, 8-17=-20/1454, 8-15=-756/89, 9-15=-488/151, 11-13=0/1535, 4-23=-1742/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 21-3-9, Exterior(2R) 21-3-9 to 29-9-7, Interior(1) 29-9-7 to 38-5-12, Exterior(2E) 38-5-12 to 41-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T24 Truss Type Piggyback Base Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915598 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-5okbwUVewskCSu9LzIbwC4Z0_WsM3LBzg9qrteyGctC Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 3x6 5x6 8x8 3x6 12x18 MT18HS 3x6 3x4 3x6 3x8 3x4 3x8 3x4 2x4 5x12 4x6 4x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 25-6-8 9-2-0 33-7-8 8-1-0 41-11-0 8-3-8 -0-11-0 0-11-0 8-3-8 8-3-8 16-4-8 8-1-0 20-11-8 4-7-0 25-6-8 4-7-0 33-7-8 8-1-0 41-11-0 8-3-8 42-10-0 0-11-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-2-0], [7:0-5-12,0-2-0], [11:0-8-13,Edge], [18:0-2-8,0-1-8], [19:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.74 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.33 0.10 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 216 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,9-13,2-18: 2x3 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 5-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-7 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-16, 6-15, 9-15 REACTIONS. (size)19=0-5-8, 11=0-3-8 Max Horz 19=-220(LC 8) Max Grav 19=1735(LC 1), 11=1726(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2309/12, 4-5=-1875/102, 5-6=-1441/128, 6-7=-1448/127, 7-9=-1871/101, 9-11=-2382/10, 2-19=-1655/33 BOT CHORD 18-19=-203/551, 16-18=-12/1813, 15-16=0/1488, 13-15=0/1809, 11-13=0/1809 WEBS 4-16=-517/156, 5-16=0/594, 6-16=-291/145, 6-15=-275/149, 7-15=0/580, 9-15=-506/161, 9-13=0/311, 2-18=0/1411 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 3-3-5, Interior(1) 3-3-5 to 10-5-6, Exterior(2R) 10-5-6 to 31-5-10, Interior(1) 31-5-10 to 38-7-11, Exterior(2E) 38-7-11 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T25 Truss Type Hip Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915599 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-1BsMKAXvST_whCJk5jdOHVeNuJbQXE0G7TJyyWyGctA Scale = 1:79.1 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 3x6 5x8 5x8 3x6 5x6 3x6 3x4 3x6 3x4 3x4 3x4 3x8 2x4 3x4 3x4 3x4 3x4 3x6 5x6 5x6 5x6 3x6 5-8-8 5-8-8 11-2-8 5-6-0 16-8-8 5-6-0 20-11-8 4-3-0 25-2-8 4-3-0 30-8-8 5-6-0 36-2-8 5-6-0 41-11-0 5-8-8 -0-11-0 0-11-0 5-8-8 5-8-8 11-2-8 5-6-0 16-8-8 5-6-0 20-11-8 4-3-0 25-2-8 4-3-0 30-8-8 5-6-0 36-2-8 5-6-0 41-11-0 5-8-8 42-10-0 0-11-0 1-1-012-2-111-1-012-2-118.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [6:0-6-4,0-2-4], [8:0-6-4,0-2-4], [12:0-2-8,0-1-12], [14:Edge,0-3-8], [15:0-2-0,0-1-8], [23:0-2-0,0-1-8] 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-AS 0.65 0.45 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.22 0.09 (loc) 20 20-22 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 231 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-20,6-19,7-19,8-19,8-18: 2x4 SPF No.2, 2-24,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-5 max.): 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-20, 7-19, 9-18 REACTIONS. (size)24=0-5-8, 14=0-3-8 Max Horz 24=-233(LC 8) Max Grav 24=1729(LC 1), 14=1729(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2240/0, 4-5=-2088/18, 5-6=-1779/87, 6-7=-1458/104, 7-8=-1458/104, 8-9=-1779/87, 9-10=-2088/18, 10-12=-2240/0, 2-24=-1663/15, 12-14=-1663/15 BOT CHORD 23-24=-191/411, 22-23=-32/1782, 20-22=0/1664, 19-20=0/1401, 18-19=0/1401, 16-18=0/1664, 15-16=0/1782, 14-15=-29/264 WEBS 5-22=0/304, 5-20=-504/133, 6-20=-48/515, 6-19=-118/321, 7-19=-262/81, 8-19=-118/321, 8-18=-48/515, 9-18=-504/133, 9-16=0/304, 2-23=0/1536, 12-15=0/1536 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-5-9, Exterior(2R) 12-5-9 to 29-5-7, Interior(1) 29-5-7 to 39-10-0, Exterior(2E) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T26 Truss Type HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915600 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-VNQkYWYXDn6nJLuweQ9dqjBV9jwmGhSQM73VUyyGct9 Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 3x6 5x8 5x8 3x6 3x6 3x6 3x4 3x6 3x4 3x8 2x4 3x4 3x4 3x6 6x6 3x6 6x6 3x6 7-3-7 7-3-7 14-4-6 7-0-15 20-11-8 6-7-2 27-6-10 6-7-2 34-7-9 7-0-15 41-11-0 7-3-7 -0-11-0 0-11-0 7-3-7 7-3-7 14-4-6 7-0-15 20-11-8 6-7-2 27-6-10 6-7-2 34-7-9 7-0-15 41-11-0 7-3-7 42-10-0 0-11-0 1-1-010-7-151-1-010-7-158.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [5:0-5-12,0-2-0], [7:0-5-12,0-2-0], [10:0-3-4,Edge], [12:Edge,0-1-8], [13:0-2-4,0-1-8], [19:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.57 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.08 (loc) 16 13-14 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 202 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* 5-18,5-16,6-16,7-16,7-14: 2x4 SPF No.2, 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-12 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-16, 8-14 REACTIONS. (size)20=0-5-8, 12=0-3-8 Max Horz 20=-205(LC 8) Max Grav 20=1729(LC 1), 12=1729(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2290/0, 4-5=-1956/48, 5-6=-1699/68, 6-7=-1699/68, 7-8=-1956/48, 8-10=-2290/0, 2-20=-1657/9, 10-12=-1657/9 BOT CHORD 19-20=-182/447, 18-19=0/1809, 16-18=0/1523, 14-16=0/1523, 13-14=0/1809, 12-13=-56/320 WEBS 4-18=-416/137, 5-18=-3/442, 5-16=-112/452, 6-16=-440/128, 7-16=-112/452, 7-14=-3/442, 8-14=-416/136, 2-19=0/1500, 10-13=0/1500 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 10-1-7, Exterior(2R) 10-1-7 to 18-7-5, Interior(1) 18-7-5 to 23-3-11, Exterior(2R) 23-3-11 to 31-9-9, Interior(1) 31-9-9 to 39-10-0, Exterior(2E) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T27 Truss Type HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915601 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-SmYUzBZnlOMVYf1JmrB5v8GuaXZpkbejpRYcZryGct7 Scale = 1:74.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 6x6 3x12 6x6 3x6 3x8 MT18HS 3x4 3x6 3x4 3x8 2x4 3x4 3x4 3x6 5x6 3x6 5x6 3x8 MT18HS 6-1-6 6-1-6 12-0-4 5-10-14 20-11-8 8-11-4 29-10-12 8-11-4 35-9-10 5-10-14 41-11-0 6-1-6 -0-11-0 0-11-0 6-1-6 6-1-6 12-0-4 5-10-14 20-11-8 8-11-4 29-10-12 8-11-4 35-9-10 5-10-14 41-11-0 6-1-6 42-10-0 0-11-0 1-1-09-1-31-1-09-1-38.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [4:0-3-0,0-2-3], [7:0-3-0,0-2-3], [9:0-2-8,0-1-12], [11:Edge,0-1-8], [12:0-2-0,0-1-8], [18:0-2-0,0-1-8] 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-SH 0.68 0.72 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.35 0.09 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 183 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,7-15: 2x4 SPF No.2, 2-19,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-12 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15 REACTIONS. (size)19=0-5-8, 11=0-3-8 Max Horz 19=177(LC 9) Max Grav 19=1729(LC 1), 11=1729(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2256/0, 3-4=-2061/18, 4-5=-2038/22, 5-7=-2038/23, 7-8=-2061/18, 8-9=-2256/0, 2-19=-1663/0, 9-11=-1663/0 BOT CHORD 18-19=-154/352, 17-18=-20/1793, 15-17=-7/1633, 13-15=0/1633, 12-13=0/1794 WEBS 3-17=-273/124, 4-17=0/397, 4-15=-109/670, 5-15=-617/170, 7-15=-110/670, 7-13=0/397, 8-13=-274/124, 2-18=0/1559, 9-12=0/1560 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-9-5, Exterior(2R) 7-9-5 to 16-3-3, Interior(1) 16-3-3 to 25-7-13, Exterior(2R) 25-7-13 to 34-1-11, Interior(1) 34-1-11 to 39-10-0, Exterior(2E) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T28 Truss Type ROOF SPECIAL Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915602 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-wy6sAXaPWiULApcVKYiKSLp2RxtjTzrs25H95HyGct6 Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 6x6 3x8 5x6 5x6 3x6 3x8 MT18HS3x8 3x8 3x8 2x4 6x8 3x4 4x6 3x6 4x6 3x8 4x6 3x8 3x6 3x6 9-2-8 9-2-8 18-2-8 9-0-0 27-2-8 9-0-0 34-5-8 7-3-0 41-11-0 7-5-8 -0-11-0 0-11-0 4-8-8 4-8-8 9-2-8 4-6-0 18-2-8 9-0-0 27-2-8 9-0-0 29-11-8 2-9-0 35-10-0 5-10-8 41-11-0 6-1-0 42-10-0 0-11-0 1-1-07-2-119-0-111-1-07-2-118.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-1-8], [4:0-4-0,0-2-0], [9:0-2-0,0-2-8], [10:0-2-0,0-2-0], [12:0-3-0,Edge], [17:0-2-0,0-1-8], [22: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-SH 0.74 0.87 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.50 0.14 (loc) 17-18 17-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,7-8,5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,6-17: 2x4 SPF No.2, 2-22,12-14,10-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-0 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 6-17, 8-17, 3-22, 10-14 REACTIONS. (size)22=0-5-8, 14=0-3-8 Max Horz 22=176(LC 9) Max Uplift 22=-64(LC 10) Max Grav 22=1729(LC 1), 14=1729(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/51, 3-4=-2163/123, 4-6=-1754/131, 6-8=-2308/83, 8-9=-2844/146, 9-10=-2209/101, 10-12=-473/103, 2-22=-395/65, 12-14=-454/99 BOT CHORD 21-22=-122/1710, 18-21=-51/2545, 17-18=-51/2545, 15-17=0/1616, 14-15=0/1786 WEBS 4-21=0/779, 6-21=-1004/73, 6-18=0/356, 6-17=-410/80, 8-17=-1852/164, 9-17=-120/2315, 9-15=-95/372, 3-22=-1912/74, 10-14=-1903/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-2-8, Exterior(2R) 6-2-8 to 12-2-8, Interior(1) 12-2-8 to 27-2-8, Exterior(2R) 27-2-8 to 32-11-8, Interior(1) 32-11-8 to 39-10-0, Exterior(2E) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T29 Truss Type ROOF SPECIAL Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915603 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-O8fFOtb1H?cCozBhtGDZ_ZMBlKCcCQi?Hl1jdkyGct5 Scale = 1:76.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 227x16 MT18HS 3x8 5x8 5x6 3x4 3x6 3x6 3x12 2x4 2x4 4x8 4x6 6x6 3x8 4x6 3x8 MT18HS 6-8-8 6-8-8 15-8-8 9-0-0 24-8-8 9-0-0 33-2-8 8-6-0 41-11-0 8-8-8 -0-11-0 0-11-0 6-8-8 6-8-8 15-8-8 9-0-0 24-8-8 9-0-0 29-11-8 5-3-0 35-10-0 5-10-8 41-11-0 6-1-0 42-10-0 0-11-0 1-1-05-6-119-0-111-1-05-6-118.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [3:1-0-12,0-2-0], [6:0-4-4,0-2-8], [8:0-2-6,0-2-0], [9:0-3-0,Edge], [12:0-3-7,0-1-12], [15:0-5-8,0-1-8], [17:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.96 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.58 0.15 (loc) 14-15 14-15 11 l/defl >999 >865 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-15,6-15,6-12: 2x4 SPF No.2, 2-18,9-11,8-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-11 2 Rows at 1/3 pts 6-12 REACTIONS. (size)18=0-5-8, 11=0-3-8 Max Horz 18=-176(LC 8) Max Uplift 18=-64(LC 10) Max Grav 18=1729(LC 1), 11=1729(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2279/93, 3-4=-3198/142, 4-6=-3199/142, 6-7=-1439/81, 7-8=-2170/79, 8-9=-483/92, 2-18=-1668/96, 9-11=-460/93 BOT CHORD 17-18=-165/425, 15-17=-69/1797, 14-15=-32/3232, 12-14=-34/3229, 11-12=0/1776 WEBS 3-15=-29/1621, 4-15=-613/177, 6-14=0/344, 6-12=-2468/118, 7-12=-3/1677, 2-17=0/1507, 8-11=-1881/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-8-8, Exterior(2R) 3-8-8 to 9-8-8, Interior(1) 9-8-8 to 26-11-8, Exterior(2R) 26-11-8 to 32-11-8, Interior(1) 32-11-8 to 39-10-0, Exterior(2E) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T30 Truss Type COMMON Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915604 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-O8fFOtb1H?cCozBhtGDZ_ZMEyKFZCXV?Hl1jdkyGct5 Scale = 1:55.1 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x6 3x8 3x8 3x8 4x6 4x6 11-11-8 11-11-8 23-11-0 11-11-8 6-1-0 6-1-0 11-11-8 5-10-8 17-10-0 5-10-8 23-11-0 6-1-0 1-1-09-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [4:0-3-8,0-1-8], [6:Edge,0-1-12], [9:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.71 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.74 0.03 (loc) 7-9 7-9 6 l/defl >776 >385 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 4-6 REACTIONS. (size)9=Mechanical, 6=Mechanical Max Horz 9=-163(LC 8) Max Grav 9=945(LC 1), 6=945(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-376/30, 2-3=-932/66, 3-4=-932/66, 4-5=-376/33, 1-9=-316/43, 5-6=-316/44 BOT CHORD 7-9=-56/887, 6-7=0/887 WEBS 3-7=0/627, 4-7=-285/169, 2-7=-285/168, 2-9=-833/40, 4-6=-833/38 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-11-8, Exterior(2R) 8-11-8 to 14-11-8, Interior(1) 14-11-8 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 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) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T31 Truss Type HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915605 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-sLDdbDcg2Jk3P7muRzkoXmuPjkbMx_w9VPmG9AyGct4 Scale = 1:53.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 4x10 3x4 3x6 3x4 3x4 3x4 3x4 3x6 4x6 4x6 11-8-8 11-8-8 12-2-8 0-6-0 23-11-0 11-8-8 -0-11-0 0-11-0 5-11-8 5-11-8 11-8-8 5-9-0 12-2-8 0-6-0 17-11-8 5-9-0 23-11-0 5-11-8 1-1-08-10-111-1-08-10-118.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-12], [12:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.67 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.73 0.03 (loc) 10-12 10-12 8 l/defl >787 >390 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-8 REACTIONS. (size)12=0-5-8, 8=Mechanical Max Horz 12=169(LC 7) Max Uplift 12=-4(LC 10) Max Grav 12=1010(LC 1), 8=944(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/61, 3-4=-934/52, 4-5=-690/71, 5-6=-935/52, 6-7=-371/32, 2-12=-408/75, 7-8=-311/43 BOT CHORD 10-12=-53/880, 9-10=0/690, 8-9=0/886 WEBS 3-10=-269/164, 4-10=-18/336, 5-9=-34/319, 6-9=-277/166, 3-12=-789/25, 6-8=-839/41 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-5-9, Exterior(2R) 7-5-9 to 16-5-7, Interior(1) 16-5-7 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T32 Truss Type HIP Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915606 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-KXn?oZcIodsw1GL4?hF13_Rbr8y9gLWIk3WpicyGct3 Scale = 1:45.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 4x6 4x6 3x4 3x4 3x8 3x4 3x4 3x4 3x4 4x6 4x6 9-2-8 9-2-8 14-8-8 5-6-0 23-11-0 9-2-8 -0-11-0 0-11-0 4-8-8 4-8-8 9-2-8 4-6-0 14-8-8 5-6-0 19-2-8 4-6-0 23-11-0 4-8-8 1-1-07-2-111-1-07-2-118.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [5:0-4-4,0-2-0], [8:0-2-12,0-2-0], [12:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.63 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.03 (loc) 8-9 8-9 8 l/defl >999 >695 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-4 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (size)12=0-5-8, 8=Mechanical Max Horz 12=139(LC 7) Max Grav 12=1010(LC 1), 8=944(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-316/31, 3-4=-1023/70, 4-5=-789/84, 5-6=-1026/72, 6-7=-295/11, 2-12=-335/52 BOT CHORD 10-12=-31/880, 9-10=0/789, 8-9=0/888 WEBS 4-10=0/302, 5-9=0/304, 3-12=-898/44, 6-8=-930/56 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-11-9, Exterior(2R) 4-11-9 to 18-11-7, Interior(1) 18-11-7 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss T33 Truss Type Hip Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915607 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-ojLN0vdwZw_nfQwGZOnGcB_izYGFPu?SzjFNE2yGct2 Scale = 1:41.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 4x6 4x6 6x6 2x4 3x6 3x8 3x4 3x8 6x6 2x4 6-8-8 6-8-8 17-2-8 10-6-0 23-11-0 6-8-8 -0-11-0 0-11-0 6-8-8 6-8-8 11-11-8 5-3-0 17-2-8 5-3-0 23-11-0 6-8-8 1-1-05-6-111-1-05-6-118.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [3:0-3-12,0-2-0], [5:0-3-12,0-2-0], [6:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.71 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.47 0.02 (loc) 8-10 8-10 7 l/defl >999 >601 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-3 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-5-8, 7=Mechanical Max Horz 11=109(LC 7) Max Grav 11=1010(LC 1), 7=944(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1198/38, 3-4=-901/65, 4-5=-907/66, 5-6=-1196/36, 2-11=-960/59, 6-7=-894/33 BOT CHORD 10-11=-143/343, 8-10=-26/1062 WEBS 3-10=0/360, 4-10=-297/113, 4-8=-294/115, 5-8=0/354, 2-10=-15/659, 6-8=0/705 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-5-9, Exterior(2R) 2-5-9 to 10-11-7, Interior(1) 10-11-7 to 12-11-9, Exterior(2R) 12-11-9 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915608 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-HwvlDFeYKE6eGaVT66IV9PW1Qymw8Q1bCN?wmVyGct1 Scale = 1:13.9 1 2 3 4 6 5 7 8 9 2x4 4x6 4x6 3x8 2x4 4x8 3-0-0 3-0-0 5-11-8 2-11-8 -0-11-0 0-11-0 3-0-0 3-0-0 5-11-8 2-11-8 0-9-01-9-04.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-14], [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.10 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8 Max Horz 2=41(LC 5) Max Uplift 5=-21(LC 4), 2=-55(LC 4) Max Grav 5=250(LC 1), 2=334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-330/25 BOT CHORD 2-6=-30/259, 5-6=-27/269 WEBS 3-5=-299/24 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 31 lb up at 4-0-4 on top chord, and 47 lb down and 32 lb up at 2-0-4, and 14 lb down at 4-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Continued on page 2 November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915608 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:48 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-HwvlDFeYKE6eGaVT66IV9PW1Qymw8Q1bCN?wmVyGct1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-11(B) 8=-47(B) 9=-9(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 22_ESTATES_AT_TOWNE_ME~W Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915609 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 17:04:21 2021 Page 1 ID:dHgyFp7oglwYJLmjLVvlkrza3DW-0xACnHK5KLHv_Kh0TXuCQGEGutZgOk2UXzamOgyGQ?O Scale = 1:21.5 1 2 3 4 5 7 6 8 9 10 11 12 13 14 15 16 4x6 2x4 4x6 4x6 3x8 4x6 3x12 2-9-8 2-9-8 11-8-0 8-10-8 11-11-8 0-3-8 -0-11-0 0-11-0 2-9-8 2-9-8 7-3-4 4-5-12 11-11-8 4-8-4 0-9-01-8-34.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-6-1], [2:Edge,0-1-14], [5:0-1-12,0-1-0], [7:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.40 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.13 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-1 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=496/Mechanical, 2=589/0-3-0 Max Horz 2=39(LC 5) Max Uplift 6=-35(LC 4), 2=-78(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1016/19, 3-8=-908/24, 8-9=-908/24, 4-9=-908/24 BOT CHORD 2-12=-25/882, 7-12=-25/882, 7-13=-170/1035, 13-14=-170/1035, 14-15=-170/1035, 15-16=-170/1035, 6-16=-170/1035 WEBS 3-7=0/326, 4-6=-978/181 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 6 and 78 lb uplift at joint 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 28 lb up at 4-0-4, 5 lb down and 28 lb up at 6-0-4, and 5 lb down and 28 lb up at 8-0-4, and 5 lb down and 28 lb up at 10-0-4 on top chord, and 47 lb down and 36 lb up at 2-0-4, 8 lb down at 4-0-4, 8 lb down at 6-0-4, and 8 lb down at 8-0-4, and 8 lb down at 10-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_ME~W Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915609 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 17:04:21 2021 Page 2 ID:dHgyFp7oglwYJLmjLVvlkrza3DW-0xACnHK5KLHv_Kh0TXuCQGEGutZgOk2UXzamOgyGQ?O LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 8=-4(F) 9=-4(F) 10=-4(F) 11=-4(F) 12=-47(F) 13=-6(F) 14=-6(F) 15=-6(F) 16=-6(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 22_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915610 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-l6T8RafA5YFVuk4fgppkhc34wLwntjNkQ1kUIxyGct0 Scale = 1:24.9 1 2 3 4 6 578 9 4x6 3x4 4x6 4x6 3x8 5-0-11 5-0-11 9-11-8 4-10-13 5-0-11 5-0-11 9-11-8 4-10-13 10-10-8 0-11-0 4-0-130-9-04.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [3:0-3-0,0-0-15], [5:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.90 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 -0.02 (loc) 5-6 5-6 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS. (size)6=Mechanical, 3=0-3-0 Max Horz 3=-110(LC 4) Max Uplift 6=-123(LC 9), 3=-107(LC 5) Max Grav 6=1456(LC 1), 3=1214(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2249/161 BOT CHORD 5-6=-163/2028, 3-5=-163/2028 WEBS 2-6=-2148/199, 2-5=-46/1330 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=123, 3=107. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 452 lb down and 49 lb up at 1-1-12, 452 lb down and 47 lb up at 3-1-12, and 452 lb down and 45 lb up at 5-1-12, and 476 lb down and 55 lb up at 7-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 3-6=-20 Continued on page 2 November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915610 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:50 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-DI1WewfosrNMWufrEWKzEqcFflG0cAcufhU1rNyGct? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-452(F) 7=-452(F) 8=-452(F) 9=-476(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 22_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915611 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-DI1WewfosrNMWufrEWKzEqcOClTVcLcufhU1rNyGct? Scale = 1:9.8 1 2 3 4 6 57 4x6 4x6 4x6 3x8 2x4 3x6 1-3-13 1-3-13 2-9-8 1-5-11 -0-11-0 0-11-0 1-11-8 1-11-8 2-9-8 0-10-0 0-9-01-4-130-3-81-1-51-4-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=30(LC 5) Max Uplift 5=-11(LC 20), 2=-34(LC 4), 4=-6(LC 5) Max Grav 5=69(LC 3), 2=176(LC 1), 4=21(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 46 lb up at 1-11-8 on top chord, and 17 lb down and 1 lb up at 1-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=1(B)November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915612 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-hVausGgQd9VD82D1oErCm18Zw9odLoq1uLDaNqyGct_ Scale = 1:9.8 1 2 3 4 6 5 4x6 4x6 3x8 2x4 4x8 3x6 1-11-8 1-11-8 3-0-0 1-0-8 -0-11-0 0-11-0 1-11-8 1-11-8 3-0-0 1-0-8 0-9-01-4-130-3-81-1-51-4-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-14], [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 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 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=30(LC 5) Max Uplift 5=-7(LC 20), 2=-35(LC 4), 4=-7(LC 5) Max Grav 5=71(LC 3), 2=184(LC 1), 4=27(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 46 lb up at 1-11-8 on top chord, and 15 lb down and 2 lb up at 1-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=2(F)November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 22 Estates at Towne Meadow Job Reference (optional) I48915613 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-9h8G3ch3OTd4lCoELxMRJFhc9Z?r416B6?z8uGyGcsz Scale = 1:44.2 1 2 3 4 5 6 7 8 12 11 10 913141516 17 5x12 4x6 4x6 4x6 8x8 3x4 2x4 3x4 2x4 5x12 4x6 3-7-0 3-7-0 6-11-8 3-4-8 10-4-0 3-4-8 13-11-0 3-7-0 3-7-0 3-7-0 6-11-8 3-4-8 10-4-0 3-4-8 13-11-0 3-7-0 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [1:0-4-12,0-0-3], [3:0-1-8,0-1-8], [4:0-3-0,0-1-4], [5:0-1-8,0-1-8], [7:0-9-11,0-0-3], [10:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.62 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.02 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 7-11: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud 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 or 5-5-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 1=119(LC 26) Max Grav 1=4770(LC 1), 7=3057(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3699/0, 3-4=-2735/0, 4-5=-2724/0, 5-7=-3596/0 BOT CHORD 1-12=0/2703, 10-12=0/2703, 9-10=0/2512, 7-9=0/2512 WEBS 4-10=0/3130, 5-10=-655/262, 5-9=-135/1132, 3-10=-942/0, 3-12=0/1305 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 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) 1893 lb down and 27 lb up at 0-8-4, 925 lb down at 2-8-4, 924 lb down at 4-8-4, 924 lb down at 6-8-4, and 924 lb down at 8-8-4, and 1070 lb down and 278 lb up at 10-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 22 Estates at Towne Meadow Job Reference (optional) I48915613 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:53 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-dtieGyih9mlxNLNQvfugsSDnvzL4pUMKLfihQiyGcsy LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 1-7=-20 Concentrated Loads (lb) Vert: 10=-924(F) 13=-1893(F) 14=-925(F) 15=-924(F) 16=-924(F) 17=-1070(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 22_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type COMMON GIRDER Qty 1 Ply 2 22 Estates at Towne Meadow Job Reference (optional) I48915614 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-54G1UIiJw4to?VycTMPvOgmzJMlKYzSUaJSEz9yGcsx Scale = 1:46.9 1 2 3 4 5 11 10 9 8 7 6121314151617 12x18 MT18HS 4x6 12x18 MT18HS 4x6 8x8 3x6 8x8 3x6 8x8 3-9-8 3-9-8 7-4-8 3-7-0 10-11-8 3-7-0 14-9-0 3-9-8 3-9-8 3-9-8 7-4-8 3-7-0 10-11-8 3-7-0 14-9-0 3-9-8 1-3-07-4-121-3-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-6], [2:0-2-0,0-1-8], [3:0-2-12,0-2-0], [4:0-2-0,0-1-8], [5:Edge,0-10-6], [7:0-3-8,0-4-12], [8:0-4-0,0-4-12], [9:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.36 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.01 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-8,4-7,2-8,2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-5-8, 6=0-5-8 Max Horz 11=-133(LC 4) Max Grav 11=6782(LC 1), 6=6641(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6560/0, 2-3=-4941/0, 3-4=-4941/0, 4-5=-6369/0, 1-11=-5431/0, 5-6=-5275/0 BOT CHORD 9-11=0/574, 8-9=0/4971, 7-8=0/4825, 6-7=0/551 WEBS 3-8=0/6008, 4-8=-1602/0, 4-7=0/1938, 2-8=-1821/0, 2-9=0/2225, 1-9=0/4545, 5-7=0/4418 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-7 2x4 - 1 row at 0-5-0 oc, member 2-9 2x4 - 1 row at 0-5-0 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1799 lb down at 1-4-12, 1799 lb down at 3-4-12, 1799 lb down at 5-4-12, 1799 lb down at 7-4-12, 1808 lb down at 9-4-12, and 1633 lb down at 11-6-4, and 1631 lb down at 13-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type COMMON GIRDER Qty 1 Ply 2 22 Estates at Towne Meadow Job Reference (optional) I48915614 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:54 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-54G1UIiJw4to?VycTMPvOgmzJMlKYzSUaJSEz9yGcsx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 8=-1799(F) 12=-1799(F) 13=-1799(F) 14=-1799(F) 15=-1808(F) 16=-1633(F) 17=-1631(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 22_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 2 22 Estates at Towne Meadow Job Reference (optional) I48915615 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Wey96KlBD?FMszhB8Vyc0IORaai8lIFwGGgvZTyGcsu Scale = 1:79.3 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14202122232425262728293031323334353637 38 39 5x6 3x6 5x6 4x10 4x6 4x6 4x6 4x6 3x6 4x6 3x6 4x6 3x6 4x6 3x6 4x6 4x10 4x6 4x6 5-10-8 5-10-8 17-3-3 11-4-11 28-7-13 11-4-11 40-0-8 11-4-11 45-11-0 5-10-8 -0-11-0 0-11-0 5-10-8 5-10-8 14-5-0 8-6-8 22-11-8 8-6-8 31-6-0 8-6-8 40-0-8 8-6-8 45-11-0 5-10-8 46-10-0 0-11-0 1-1-05-0-01-1-05-0-08.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-4], [10:0-4-4,0-2-4] 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-SH 0.76 0.67 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.46 0.10 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 414 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-19,8-14: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-8-3, Right 2x6 SPF No.2 3-8-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-10-7 max.): 4-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=82(LC 5) Max Grav 2=2240(LC 1), 12=2240(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3154/0, 4-5=-2489/0, 5-7=-4993/0, 7-8=-4992/0, 8-10=-2489/0, 10-12=-3154/0 BOT CHORD 2-19=0/2444, 17-19=0/4618, 16-17=0/5292, 14-16=0/4617, 12-14=0/2443 WEBS 4-19=0/1515, 5-19=-2473/16, 5-17=0/953, 7-17=-406/120, 7-16=-407/119, 8-16=0/953, 8-14=-2472/16, 10-14=0/1515 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) 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) 54 lb down and 27 lb up at 1-11-8, 98 lb down and 44 lb up at 3-11-8, 47 lb down at 5-11-8, 47 lb down at 7-11-8, 47 lb down at 9-11-8, 47 lb down at 11-11-8, 47 lb down at 13-11-8, 47 lb down at 15-11-8, 47 lb down at 17-11-8, 47 lb down at 19-11-8, 47 lb down at 21-11-8, 47 lb down at 23-11-8, 47 lb down at 25-11-8, 47 lb down at 27-11-8, 47 lb down at 29-11-8, 47 lb down at 31-11-8, 47 lb down at 33-11-8, 47 lb down at 35-11-8, 47 lb down at 37-11-8, 47 lb down at 39-11-8, and 98 lb down and 44 lb up at 41-11-8, and 54 lb down and 27 lb up at 43-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 2 22 Estates at Towne Meadow Job Reference (optional) I48915615 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:57 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Wey96KlBD?FMszhB8Vyc0IORaai8lIFwGGgvZTyGcsu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 10-13=-60, 2-12=-20 Concentrated Loads (lb) Vert: 19=-23(B) 14=-23(B) 20=-48(B) 21=-98(B) 22=-23(B) 23=-23(B) 24=-23(B) 25=-23(B) 26=-23(B) 27=-23(B) 28=-23(B) 29=-23(B) 30=-23(B) 31=-23(B) 32=-23(B) 33=-23(B) 34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38=-98(B) 39=-48(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 22_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type Piggyback Base Girder Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915616 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-S13wX?mSlcV45GraGv_45jTk5NKNDF4Dja9?eMyGcss Scale = 1:86.1 12 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 5x12 5x6 3x6 5x6 8x8 3x6 5x12 4x6 5x6 2x4 5x6 4x6 3x6 4x8 3x6 4x8 3x6 2x4 5x12 4x6 4x6 4x6 4x6 3-1-6 3-1-6 7-1-6 4-0-0 13-8-15 6-7-9 20-4-8 6-7-9 29-6-8 9-2-0 37-5-4 7-10-12 45-7-8 8-2-4 -0-11-0 0-11-0 3-1-6 3-1-6 7-1-6 4-0-0 13-8-15 6-7-9 20-4-8 6-7-9 24-11-8 4-7-0 29-6-8 4-7-0 37-5-4 7-10-12 45-7-8 8-2-4 1-1-03-1-1512-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [4:0-10-4,0-2-4], [8:0-4-4,0-2-4], [10:0-5-12,0-2-0], [22:0-2-8,0-2-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.88 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 0.11 (loc) 20-22 20-22 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 266 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4,4-5,8-10: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23,5-22,5-20,7-20,12-15: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-0-5, Right 2x8 SP 2400F 2.0E 5-1-2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-5-15 max.): 4-5, 8-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 7-19, 9-19, 9-17, 12-17 REACTIONS. (size)2=0-3-8, 14=Mechanical Max Horz 2=-208(LC 4) Max Uplift 2=-42(LC 8) Max Grav 2=1922(LC 1), 14=1828(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2513/61, 4-5=-3908/12, 5-7=-3098/2, 7-8=-2273/45, 8-9=-1795/73, 9-10=-1672/60, 10-12=-2134/0, 12-14=-2597/0 BOT CHORD 2-23=-130/1910, 22-23=-128/1906, 20-22=-77/3979, 19-20=0/2504, 17-19=0/1780, 15-17=0/1967, 14-15=0/1967 WEBS 4-22=0/2467, 5-22=-1360/44, 5-20=-1599/92, 7-20=0/772, 7-19=-1049/150, 8-19=0/878, 9-17=-448/131, 10-17=0/719, 12-17=-442/167, 12-15=0/259 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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) 77 lb down and 85 lb up at 3-1-6 on top chord, and 39 lb down at 3-2-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type Piggyback Base Girder Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915616 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:25:59 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-S13wX?mSlcV45GraGv_45jTk5NKNDF4Dja9?eMyGcss LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 8-10=-60, 10-14=-60, 2-14=-20 Concentrated Loads (lb) Vert: 4=-27(F) 23=-17(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 22_ESTATES_AT_TOWNE_~W Truss TG10 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915617 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-wDdIkLn4VwdxjQPmpdWJex0vAnkoydNMyEvZAoyGcsr Scale = 1:74.2 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 5x12 3x8 6x8 5x6 8x8 5x12 5x6 5x10 MT18HS2x4 5x12 2x4 3x4 4x6 2x4 5x8 4x6 5x10 MT18HS 4-2-8 4-2-8 10-2-15 6-0-7 16-2-1 5-11-3 22-2-8 6-0-7 29-11-8 7-9-0 41-11-0 11-11-8 -0-11-0 0-11-0 4-2-8 4-2-8 10-2-15 6-0-7 16-2-1 5-11-3 22-2-8 6-0-7 29-11-8 7-9-0 35-10-0 5-10-8 41-11-0 6-1-0 1-1-03-10-119-0-111-1-03-10-118.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:0-10-4,0-2-4], [8:0-5-4,0-3-0], [9:0-3-0,0-2-0], [10:0-2-8,0-2-0], [11:Edge,0-2-0], [13:0-3-0,0-2-0], [18:0-5-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.61 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.83 0.13 (loc) 15-16 15-16 12 l/defl >999 >602 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 232 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-9: 2x4 SP 2400F 2.0E, 9-11: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-18,6-18,8-16,9-13: 2x4 SPF No.2, 8-13: 2x4 SPF 2100F 1.8E SLIDER Left 2x8 SP 2400F 2.0E 2-8-3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-7-15 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 8-13, 10-12 REACTIONS. (size)2=0-5-8, 12=Mechanical Max Horz 2=161(LC 28) Max Uplift 2=-314(LC 8), 12=-11(LC 8) Max Grav 2=2154(LC 1), 12=1910(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2969/446, 4-5=-4793/624, 5-6=-4793/624, 6-8=-6320/480, 8-9=-2528/107, 9-10=-2504/146, 10-11=-634/43, 11-12=-469/51 BOT CHORD 2-19=-393/2295, 18-19=-392/2295, 16-18=-488/6319, 15-16=-325/6354, 13-15=-329/6344, 12-13=-39/2097 WEBS 4-18=-278/2888, 5-18=-444/243, 6-18=-1773/0, 6-16=0/545, 8-16=-493/429, 8-15=0/297, 8-13=-4766/357, 9-13=-39/2247, 10-12=-2110/104 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=314. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 67 lb up at 4-2-8, 71 lb down and 65 lb up at 5-11-4, 71 lb down and 65 lb up at 7-11-4, 71 lb down and 65 lb up at 9-11-4, 71 lb down and 65 lb up at 11-11-4, and 71 lb down and 65 lb up at 13-11-4, and 71 lb down and 65 lb up at 15-11-4 on top chord, and 56 lb down and 40 lb up at 1-11-4, 26 lb down and 19 lb up at 4-3-4, 26 lb down and 19 lb up at 5-11-4, 26 lb down and 19 lb up at 7-11-4, 26 lb down and 19 lb up at 9-11-4, 26 lb down and 19 lb up at 11-11-4, 26 lb down and 19 lb up at 13-11-4, and 26 lb down and 19 lb up at 15-11-4, and 450 lb down at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG10 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915617 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:01 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-OQBgyhoiGEloKa_yNK1YA8Z4wB41h4dWBue6jFyGcsq NOTES-(12-13) 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-9=-60, 9-11=-60, 2-12=-20 Concentrated Loads (lb) Vert: 4=-16(F) 17=-11(F) 19=-11(F) 6=-16(F) 16=-11(F) 20=-16(F) 21=-16(F) 22=-16(F) 23=-16(F) 24=-16(F) 25=-29(F) 26=-11(F) 27=-11(F) 28=-11(F) 29=-11(F) 30=-450(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 22_ESTATES_AT_TOWNE_~W Truss TG11 Truss Type HIP GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915618 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-scl291pK1XtfykZ9x2YnjM5JnbSGQcyfQYOgFhyGcsp Scale = 1:41.8 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 20 21 22 23 24 25 26 4x8 4x8 3x12 4x6 3x12 5x6 4x6 2x4 4x8 2x4 2x4 4-2-8 4-2-8 11-11-8 7-9-0 19-8-8 7-9-0 23-11-0 4-2-8 -0-11-0 0-11-0 4-2-8 4-2-8 11-11-8 7-9-0 19-8-8 7-9-0 23-11-0 4-2-8 1-1-03-10-111-1-03-10-118.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-0], [6:0-5-12,0-2-0], [8:0-8-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.48 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.16 0.03 (loc) 10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 2-8-3, Right 2x6 SPF No.2 2-8-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except 2-0-0 oc purlins (4-8-2 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 2=0-5-8 Max Horz 2=-63(LC 25) Max Uplift 8=-258(LC 9), 2=-286(LC 8) Max Grav 8=1090(LC 1), 2=1162(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1512/429, 4-5=-2045/655, 5-6=-2045/655, 6-8=-1509/422 BOT CHORD 2-12=-366/1139, 10-12=-364/1143, 9-10=-311/1140, 8-9=-314/1136 WEBS 4-12=0/259, 4-10=-378/1024, 5-10=-615/332, 6-10=-385/1027, 6-9=0/257 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=258, 2=286. 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) 66 lb down and 67 lb up at 4-2-8, 71 lb down and 65 lb up at 5-11-12, 71 lb down and 65 lb up at 7-11-12, 71 lb down and 65 lb up at 9-11-12, 71 lb down and 65 lb up at 11-11-12, 71 lb down and 65 lb up at 13-11-12, 71 lb down and 65 lb up at 15-11-12, and 71 lb down and 65 lb up at 17-11-12, and 67 lb down and 72 lb up at 19-8-8 on top chord, and 58 lb down and 41 lb up at 1-11-12, 26 lb down and 19 lb up at 4-3-4, 26 lb down and 19 lb up at 5-11-12, 26 lb down and 19 lb up at 7-11-12, 26 lb down and 19 lb up at 9-11-12, 26 lb down and 19 lb up at 11-11-12, 26 lb down and 19 lb up at 13-11-12, 26 lb down and 19 lb up at 15-11-12, 26 lb down and 19 lb up at 17-11-12, and 26 lb down and 19 lb up at 19-11-12, and 26 lb down and 19 lb up at 21-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG11 Truss Type HIP GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915618 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:02 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-scl291pK1XtfykZ9x2YnjM5JnbSGQcyfQYOgFhyGcsp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-8=-60, 2-8=-20 Concentrated Loads (lb) Vert: 4=-16(F) 6=-16(F) 11=-11(F) 12=-11(F) 10=-11(F) 5=-16(F) 13=-16(F) 14=-16(F) 15=-16(F) 16=-16(F) 17=-16(F) 18=-16(F) 19=-30(F) 20=-11(F) 21=-11(F) 22=-11(F) 23=-11(F) 24=-11(F) 25=-11(F) 26=-11(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 22_ESTATES_AT_TOWNE_~W Truss TG12 Truss Type HALF HIP GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915619 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-KoJQNNpyor?Wau8LVl30FZecj?vo9DkoeC7Dn7yGcso Scale = 1:14.6 1 2 3 4 7 6 5 8 4x8 4x6 2x4 3x4 3x4 3x6 1-3-10 1-3-10 3-1-4 1-9-10 3-2-0 0-0-12 -0-11-0 0-11-0 1-3-10 1-3-10 3-2-0 1-10-6 1-3-02-4-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-5-8, 4=Mechanical Max Horz 7=63(LC 5) Max Uplift 5=-18(LC 5), 7=-21(LC 8), 4=-17(LC 4) Max Grav 5=68(LC 31), 7=187(LC 1), 4=52(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 20 lb up at 1-3-10, and 41 lb down and 31 lb up at 1-7-7 on top chord, and 4 lb down and 5 lb up at 1-3-10, and 10 lb down and 11 lb up at 1-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=6(B) November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG13 Truss Type HALF HIP GIRDER Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915620 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-KoJQNNpyor?Wau8LVl30FZecj?vp9DkoeC7Dn7yGcso Scale = 1:14.7 1 2 3 4 7 6 5 8 4x8 4x6 2x4 3x4 3x4 3x6 1-4-0 1-4-0 3-1-4 1-9-4 3-2-0 0-0-12 -0-11-0 0-11-0 1-4-0 1-4-0 3-2-0 1-10-0 1-3-02-4-510.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8, 4=Mechanical Max Horz 7=64(LC 5) Max Uplift 5=-19(LC 5), 7=-21(LC 8), 4=-17(LC 4) Max Grav 5=69(LC 31), 7=187(LC 1), 4=51(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 20 lb up at 1-4-0, and 42 lb down and 31 lb up at 1-7-14 on top chord, and 4 lb down and 5 lb up at 1-4-0, and 11 lb down and 11 lb up at 1-7-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=6(B) November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss TG14 Truss Type HALF HIP GIRDER Qty 2 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915621 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-p?tpajqaZ97NB2jX2TaFonBmBOEeugoytstmJZyGcsn Scale = 1:14.5 1 2 3 4 7 6 5 8 9 4x8 4x6 2x4 3x4 3x4 3x6 1-3-13 1-3-13 4-5-4 3-1-7 4-6-0 0-0-12 -0-11-0 0-11-0 1-3-13 1-3-13 4-6-0 3-2-3 1-3-02-4-310.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8, 4=Mechanical Max Horz 7=64(LC 5) Max Uplift 5=-7(LC 5), 7=-26(LC 8), 4=-27(LC 5) Max Grav 5=93(LC 3), 7=238(LC 1), 4=91(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 29 lb up at 2-6-12 on top chord, and 11 lb down and 12 lb up at 1-3-13, and 10 lb down and 11 lb up at 2-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(F) 9=1(F) November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss V01 Truss Type Valley Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915622 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-HBRBo3rCKSGEpBIkcA5UL_jqmoUhd6m56WcKs0yGcsm Scale = 1:30.0 1 2 3 5 4 6 7 3x4 4x6 2x4 2x4 2x4 9-3-9 9-3-9 5-6-1 5-6-1 9-3-9 3-9-8 0-0-44-7-11-5-210.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-3-13,0-2-0] 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-SH 0.62 0.44 0.12 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: 22 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=9-3-9, 4=9-3-9, 5=9-3-9 Max Horz 1=90(LC 7) Max Uplift 1=-27(LC 11), 4=-52(LC 11) Max Grav 1=205(LC 18), 4=160(LC 24), 5=404(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-261/52 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 6-2-5, Exterior(2E) 6-2-5 to 9-2-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_ME~W Truss V02 Truss Type VALLEY Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915623 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 23 17:11:30 2021 Page 1 ID:dHgyFp7oglwYJLmjLVvlkrza3DW-yTbOp_WBI8K1yF_S575pIkVZ7p2iPujdBD?zyJyGPuh Scale = 1:21.3 1 2 3 4 5 6 2x4 3x4 2x4 2x4 0-0-5 0-0-5 3-10-14 3-10-9 7-6-4 3-7-6 7-9-12 0-3-8 3-10-14 3-10-14 7-9-12 3-10-14 0-0-43-3-10-0-410.00 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 0.42 0.10 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=163/7-9-2, 3=163/7-9-2, 4=238/7-9-2 Max Horz 1=-53(LC 6) Max Uplift 1=-12(LC 10), 3=-17(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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, Exterior(2R) 3-4-9 to 4-5-3, Exterior(2E) 4-5-3 to 7-5-3 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) 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 12 lb uplift at joint 1 and 17 lb uplift at joint 3. 5) N/A 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss V03 Truss Type VALLEY Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915624 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-lN_Z?Osr5mO5RLtwAtcjtCG7GCrZMaxFKAMtOSyGcsl Scale = 1:12.4 1 2 3 2x4 2x4 2x4 4-7-1 4-7-1 4-7-5 0-0-4 2-3-11 2-3-11 4-7-5 2-3-10 0-0-41-11-10-0-410.00 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 0.33 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 4-7-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-6-12, 3=4-6-12 Max Horz 1=-30(LC 6) Max Grav 1=161(LC 1), 3=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss V04 Truss Type GABLE Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915625 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-hm6JQ4t5dNeogf1JHIfBydLT50cLqTXXoUr_SLyGcsj Scale = 1:66.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 19 20 21 39 38 37 36 35 34 33 32 3130 29 28 27 26 25 24 23 22 40 41 3x4 3x4 3x4 3x4 27-2-9 27-2-9 13-7-4 13-7-4 27-2-9 13-7-5 0-0-411-4-10-0-410.00 12 Plate Offsets (X,Y)-- [16:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.10 0.06 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 11-30: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-30, 10-31, 9-33, 12-29, 13-28 REACTIONS.All bearings 27-2-9. (lb) - Max Horz 1=-198(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 31, 33, 34, 35, 21, 36, 37, 38, 39, 29, 28, 27, 26, 25, 24, 23, 22 Max Grav All reactions 250 lb or less at joint(s) 1, 30, 31, 33, 34, 35, 21, 36, 37, 38, 39, 29, 28, 27, 26, 25, 24, 23, 22 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 10-7-4, Exterior(2R) 10-7-4 to 16-7-4, Interior(1) 16-7-4 to 23-10-0, Exterior(2E) 23-10-0 to 26-10-0 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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 31, 33, 34, 35, 21, 36, 37, 38, 39, 29, 28, 27, 26, 25, 24, 23, 22. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss V05 Truss Type VALLEY Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915626 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-9yghdQujOhmfIpbVr0AQVqudyPwZZtdh18aX?nyGcsi Scale = 1:61.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x4 4x6 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-11-13 23-11-13 24-0-2 0-0-5 12-0-1 12-0-1 24-0-2 12-0-1 0-0-410-0-10-0-410.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0] 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-SH 0.16 0.19 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-11-9. (lb) - Max Horz 1=173(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 8 except 11=-102(LC 10), 9=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=252(LC 20), 11=345(LC 17), 12=348(LC 17), 9=344(LC 18), 8=348(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-269/152, 2-12=-254/138, 5-9=-268/152, 6-8=-251/137 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 9-0-1, Exterior(2R) 9-0-1 to 15-0-1, Interior(1) 15-0-1 to 20-7-5, Exterior(2E) 20-7-5 to 23-7-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 8 except (jt=lb) 11=102, 9=102. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss V06 Truss Type GABLE Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915627 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-d9E4rmvL9?uWvzAhPjhf22RoXpFcILLqFoK5XDyGcsh Scale = 1:54.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-9-12 20-9-12 10-4-14 10-4-14 20-9-12 10-4-14 0-0-48-8-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.13 0.17 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: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 20-9-12. (lb) - Max Horz 1=-149(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-106(LC 10), 9=-106(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=361(LC 17), 13=277(LC 17), 9=360(LC 18), 8=278(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-277/156, 5-9=-277/156 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 7-4-14, Exterior(2R) 7-4-14 to 13-4-14, Interior(1) 13-4-14 to 17-4-15, Exterior(2E) 17-4-15 to 20-4-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 7, 13, 8 except (jt=lb) 11=106, 9=106. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss V07 Truss Type GABLE Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915628 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-d9E4rmvL9?uWvzAhPjhf22RnUpEBILDqFoK5XDyGcsh Scale = 1:47.0 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-7-5 17-7-5 8-9-11 8-9-11 17-7-5 8-9-10 0-0-47-4-10-0-410.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.22 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-7-5. (lb) - Max Horz 1=-126(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 9=-123(LC 10), 6=-123(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=421(LC 17), 6=420(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-318/169, 4-6=-318/169 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-9-11, Exterior(2R) 5-9-11 to 11-9-11, Interior(1) 11-9-11 to 14-3-1, Exterior(2E) 14-3-1 to 17-3-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 123 lb uplift at joint 9 and 123 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss V08 Truss Type GABLE Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915629 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-5LoS26wzwI0NX6ltzRCuaFzx1Db61o4_US3e3fyGcsg Scale = 1:37.9 1 2 3 4 5 9 8 7 6 10 11 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-4-15 14-4-15 7-2-8 7-2-8 14-4-15 7-2-7 0-0-46-0-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.18 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: 35 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.All bearings 14-4-15. (lb) - Max Horz 1=-103(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-102(LC 10), 6=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=337(LC 17), 6=337(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-256/143, 4-6=-256/142 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-2-8, Interior(1) 3-2-8 to 4-2-8, Exterior(2R) 4-2-8 to 10-2-8, Interior(1) 10-2-8 to 11-1-8, Exterior(2E) 11-1-8 to 14-1-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=102, 6=102. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss V09 Truss Type VALLEY Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915630 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-aXMqGSwchc8E9GK4W8j77TW29dvNmGo7j6pBb6yGcsf Scale = 1:29.4 1 2 3 4 5 6 3x6 4x6 3x6 2x4 0-0-5 0-0-5 11-2-9 11-2-4 5-7-4 5-7-4 11-2-9 5-7-5 0-0-44-8-10-0-410.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-2-0] 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-SH 0.55 0.31 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-1-15, 3=11-1-15, 4=11-1-15 Max Horz 1=-79(LC 6) Max Uplift 1=-2(LC 10), 3=-10(LC 11) Max Grav 1=209(LC 1), 3=209(LC 1), 4=419(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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, Exterior(2R) 3-4-9 to 7-10-0, Exterior(2E) 7-10-0 to 10-10-0 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) 1, 3. 5) N/A 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss V10 Truss Type VALLEY Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915631 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-2jwCToxESwG5mQvG4sEMfg2E91GyVkyHxmYl8YyGcse Scale = 1:22.2 1 2 3 4 5 6 2x4 3x4 2x4 2x4 7-11-13 7-11-13 8-0-2 0-0-5 4-0-1 4-0-1 8-0-2 4-0-1 0-0-43-4-10-0-410.00 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 0.05 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: 17 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=7-11-9, 3=7-11-9, 4=7-11-9 Max Horz 1=-55(LC 6) Max Uplift 1=-13(LC 11), 3=-20(LC 11) Max Grav 1=169(LC 1), 3=169(LC 1), 4=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 4-8-11, Exterior(2E) 4-8-11 to 7-8-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_ESTATES_AT_TOWNE_~W Truss V11 Truss Type VALLEY Qty 1 Ply 1 22 Estates at Towne Meadow Job Reference (optional) I48915632 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Nov 22 13:26:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-2jwCToxESwG5mQvG4sEMfg2JH1EdVkgHxmYl8YyGcse Scale = 1:12.8 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 4-9-12 4-9-7 2-4-14 2-4-14 4-9-12 2-4-14 0-0-42-0-10-0-410.00 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 0.14 0.37 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 4-9-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-9-2, 3=4-9-2 Max Horz 1=-32(LC 6) Max Grav 1=169(LC 1), 3=169(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) N/A 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 23,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths