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Home My WebLink AboutETM 017 - Trusses16023 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). October 19,2021 Liu, Xuegang Pages or sheets covered by this seal: I48413214 thru I48413297 My license renewal date for the state of Indiana is July 31, 2022. 17_Estates_at_Towne_Meadow 17 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 17_ESTATES_AT_TOWNE_~W Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413214 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-?p2o47pzKx8vb0uOfdGy2vHg85dcuanhYSt0d_yS6mY Scale = 1:17.5 1 2 5 6 7 3 8 9 4 3x4 3x4 4-7-84-7-8 -1-8-0 1-8-0 4-7-8 4-7-8 1-1-02-11-32-6-132-11-34.80 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-13, 3=Mechanical, 4=Mechanical Max Horz 5=59(LC 8) Max Uplift 5=-29(LC 4), 3=-69(LC 8) Max Grav 5=305(LC 1), 3=132(LC 1), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-264/56 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 20 lb up at 1-6-0, and 50 lb down and 17 lb up at 2-0-6, and 53 lb down and 45 lb up at 4-6-12 on top chord, and 2 lb down and 2 lb up at 1-6-0, and 9 lb down and 10 lb up at 2-0-6, and 22 lb down at 4-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-22(B) 4=-12(B) 8=2(F) 9=3(B) October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413215 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-T?cBHTqb5FGmDATaDKnBb7qpkUy7d11rm6da9QyS6mX Scale = 1:23.2 1 2 5 6 7 3 8 9 4 3x4 3x4 5-0-75-0-7 -1-7-3 1-7-3 5-0-7 5-0-7 1-3-03-10-70-4-123-5-123-10-76.25 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-7 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=82(LC 8) Max Uplift 5=-17(LC 8), 3=-98(LC 8), 4=-7(LC 8) Max Grav 5=315(LC 1), 3=148(LC 31), 4=112(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-271/42 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 38 lb up at 1-10-9, and 55 lb down and 33 lb up at 2-2-5, and 63 lb down and 69 lb up at 4-11-11 on top chord, and 7 lb down and 11 lb up at 1-10-9, and 12 lb down and 17 lb up at 2-2-5, and 27 lb down and 18 lb up at 4-11-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-23(B) 4=-13(B) 8=1(F) 9=2(B) October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413216 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-POjxi9rrdsWTSUdzKlpfgYv9jIcz5xW8EQ6gDIyS6mV Scale = 1:22.5 1 2 5 6 7 3 8 9 4 3x4 3x4 5-6-15-6-1 -1-10-0 1-10-0 5-6-1 5-6-1 1-3-03-9-00-4-83-4-83-9-05.45 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.04 (loc) 4-5 4-5 3 l/defl >999 >832 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-4, 3=Mechanical, 4=Mechanical Max Horz 5=79(LC 8) Max Uplift 5=-41(LC 8), 3=-77(LC 8), 4=-2(LC 8) Max Grav 5=333(LC 1), 3=129(LC 1), 4=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-283/71 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 34 lb up at 1-9-1, and 37 lb down and 75 lb up at 2-0-6, and 59 lb down and 50 lb up at 4-4-15 on top chord, and 3 lb down and 0 lb up at 1-9-1, and 14 lb down and 18 lb up at 2-0-6, and 17 lb down and 18 lb up at 4-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=25(F) 8=4(F=3, B=0) 9=-0(F) October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413217 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-uaHJvVsTOAeK4eC9uSLuDlRKUiyDqOmHT4rEmlyS6mU Scale = 1:22.5 1 2 5 6 7 3 8 9 4 3x4 3x4 5-6-15-6-1 -1-10-0 1-10-0 5-6-1 5-6-1 1-3-03-9-00-4-83-4-83-9-05.45 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.04 (loc) 4-5 4-5 3 l/defl >999 >834 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-4, 3=Mechanical, 4=Mechanical Max Horz 5=79(LC 8) Max Uplift 5=-42(LC 8), 3=-75(LC 8), 4=-2(LC 8) Max Grav 5=332(LC 1), 3=128(LC 1), 4=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-283/71 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 34 lb up at 1-9-1, and 36 lb down and 78 lb up at 1-11-7, and 59 lb down and 49 lb up at 4-4-1 on top chord, and 3 lb down and 0 lb up at 1-9-1, and 15 lb down and 18 lb up at 1-11-7, and 16 lb down and 17 lb up at 4-4-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=26(B) 8=4(F=0, B=3) 9=0(B) October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413218 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Mmrh7rt69UmBinnMSAs7lz_ZA6MIZr1QhkbnIByS6mT Scale = 1:29.7 Sheet Back Full Sheathing1 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 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-010-11-0 -0-11-0 0-11-0 5-5-8 5-5-8 10-11-0 5-5-8 11-10-0 0-11-0 1-1-04-8-111-1-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.03 0.06 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 120 120 n/a PLATES MT20 Weight: 110 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 10-11-0. (lb) - Max Horz 20=-99(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. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 2-5-8, Corner(3R) 2-5-8 to 8-5-8, Exterior(2N) 8-5-8 to 8-10-0, Corner(3E) 8-10-0 to 11-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413219 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qzP3KAukwnu2JxMY?tNMIAXiWVi9IIGawOKLqdyS6mS Scale = 1:15.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x4 3x4 3x4 3x4 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-08.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=2-0-0, 4=2-0-0 Max Horz 5=63(LC 7) Max Uplift 5=-6(LC 10), 4=-27(LC 7) Max Grav 5=153(LC 1), 4=67(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 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) 5, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413220 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-mLXqlsv_RP8mZFVx7IPqNbc2KJNEm9ZtNipRvWyS6mQ Scale: 3/16"=1' Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 3635 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-019-11-0 -0-11-0 0-11-0 9-11-8 9-11-8 19-11-0 9-11-8 20-10-0 0-11-0 1-3-09-6-91-3-010.00 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 0.17 0.08 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 331 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. WEBS 1 Row at midpt 10-28 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 37=189(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 34, 35, 26, 25, 24, 23, 22 except 37=-224(LC 8), 20=-177(LC 7), 36=-234(LC 7), 21=-200(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 32, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 37=299(LC 7), 20=255(LC 17), 36=251(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-125/262, 10-11=-125/262 WEBS 10-28=-268/100 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 6-11-8, Corner(3R) 6-11-8 to 12-11-8, Exterior(2N) 12-11-8 to 17-10-0, Corner(3E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 34, 35, 26, 25, 24, 23, 22 except (jt=lb) 37=224, 20=177, 36=234, 21=200. 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413221 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-EY4CyCwcCiGdAP47h0w3wp9EojjmVbB0cMZ?RyyS6mP Scale: 1/4"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-11-014-11-0 -0-11-0 0-11-0 7-5-8 7-5-8 14-11-0 7-5-8 15-10-0 0-11-0 1-3-07-5-91-3-010.00 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 0.06 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-11-0. (lb) - Max Horz 28=152(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-141(LC 6), 16=-117(LC 7), 27=-142(LC 7), 17=-125(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-22=-252/71 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-8, Exterior(2N) 2-1-8 to 4-5-8, Corner(3R) 4-5-8 to 10-5-8, Exterior(2N) 10-5-8 to 12-9-8, Corner(3E) 12-9-8 to 15-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=141, 16=117, 27=142, 17=125. 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413222 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-AwCyNuyskKXLQiEVoRzX?EEbQWPfzYHJ4g26WryS6mN Scale = 1:33.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 3x4 3x4 4x6 3x12 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-012-7-0 6-3-8 6-3-8 12-7-0 6-3-8 13-6-0 0-11-0 1-1-05-3-51-1-08.00 12 Plate Offsets (X,Y)-- [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.05 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 1-10-9 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 12-7-0. (lb) - Max Horz 15=-95(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 15, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 15, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-4 to 3-1-4, Corner(3R) 3-1-4 to 9-3-8, Exterior(2N) 9-3-8 to 10-3-8, Corner(3E) 10-3-8 to 13-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 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) 15, 8, 13, 14, 11, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413223 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-f7mLbEyVVdfC1spiM8UmXRnlwwlWi0ISIKof2HyS6mM Scale = 1:25.7 Sheet FrontFull Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 4x6 3x6 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-2-814-2-8 -0-11-0 0-11-0 7-1-4 7-1-4 14-2-8 7-1-4 15-1-8 0-11-0 0-9-03-1-70-9-04.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [10:0-4-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-9, Right 2x4 SPF-S Stud 1-7-9 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 14-2-8. (lb) - Max Horz 2=32(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 15, 16, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 14, 15, 16, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 4-1-4, Corner(3R) 4-1-4 to 10-1-4, Exterior(2N) 10-1-4 to 12-1-8, Corner(3E) 12-1-8 to 15-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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) 2, 10, 15, 16, 13, 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J01 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413224 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7JKjoaz7Gxn3f0Ouwr??4fJwBK5DRT?cXzXCajyS6mL Scale = 1:11.2 1 2 5 3 43x4 3x4 1-5-121-5-12 -0-11-0 0-11-0 1-5-12 1-5-12 0-11-01-7-141-3-31-7-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 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 1-5-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=28(LC 7) Max Uplift 5=-4(LC 10), 3=-15(LC 10) Max Grav 5=142(LC 1), 3=19(LC 1), 4=23(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J02 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413225 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bVu50w_l1FvwHAz4TZWEcss4KkRCAvFlmdHm6AyS6mK Scale = 1:12.3 1 2 5 3 43x4 3x4 1-2-11-2-1 -0-11-0 0-11-0 1-2-1 1-2-1 1-1-01-10-61-5-31-10-68.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES 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) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-2-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=32(LC 7) Max Uplift 3=-17(LC 10), 4=-6(LC 10) Max Grav 5=138(LC 1), 3=12(LC 8), 4=17(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J03 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413226 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bVu50w_l1FvwHAz4TZWEcss4lkQaAvFlmdHm6AyS6mK Scale = 1:17.4 1 2 5 3 4 3x4 3x4 2-8-12-8-1 -0-11-0 0-11-0 2-8-1 2-8-1 1-1-02-10-62-5-32-10-68.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 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 2-8-1 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=55(LC 10) Max Uplift 3=-37(LC 10) Max Grav 5=176(LC 1), 3=65(LC 17), 4=46(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J04 Truss Type Jack-Open Qty 2 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413227 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-3iSTDF?NoY1muKYH1G1T94PGc8mWvMVv_H0JfcyS6mJ Scale = 1:12.5 1 2 5 3 43x4 3x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 0-11-01-11-01-6-51-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.04 0.00 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: 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 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=33(LC 7) Max Uplift 5=-2(LC 10), 3=-21(LC 10) Max Grav 5=156(LC 1), 3=40(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J08 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413228 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Xu0rRb??Zs9dWU7Tb_YiiHxHlX2zepk2DxmtB2yS6mI Scale = 1:25.4 1 2 5 3 4 3x8 MT18HS 4x8 2-2-92-2-9 -1-7-3 1-7-3 2-2-9 2-2-9 3-3-04-4-136.25 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.72 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.18 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 10 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 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=73(LC 7) Max Uplift 3=-41(LC 10), 4=-30(LC 7) Max Grav 5=227(LC 1), 3=33(LC 17), 4=48(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J09 Truss Type Jack-Open Qty 5 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413229 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Xu0rRb??Zs9dWU7Tb_YiiHxHYX2vepk2DxmtB2yS6mI Scale = 1:25.5 1 2 5 3 4 5x10 MT18HS 4x6 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 3-1-04-5-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.73 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.17 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 9 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical, 3=Mechanical Max Horz 5=-72(LC 8) Max Uplift 4=-31(LC 7), 3=-51(LC 10) Max Grav 5=153(LC 1), 4=58(LC 8), 3=62(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J10 Truss Type Jack-Open Qty 20 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413230 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-?4ZEex0dKAHU8dhf9h4xEVUX0xPrNG_CSbVQjVyS6mH Scale = 1:26.7 1 2 5 3 4 4x6 3x4 4-2-04-2-0 -0-11-0 0-11-0 4-2-0 4-2-0 1-3-04-8-114-2-144-8-1110.00 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 0.43 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 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=104(LC 10) Max Uplift 3=-72(LC 10) Max Grav 5=231(LC 1), 3=114(LC 17), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J11 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413231 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-xTh_3d2usnXCNxr2G66PJwZxCl8MrAUUvv_XoNyS6mF Scale = 1:13.8 1 2 5 6 3 4 3x4 3x4 1-8-131-8-13 -1-7-3 1-7-3 1-8-13 1-8-13 1-3-02-1-131-9-22-1-136.25 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 0.19 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-8-13 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=40(LC 7) Max Uplift 5=-10(LC 10), 3=-16(LC 10), 4=-2(LC 7) Max Grav 5=226(LC 1), 3=7(LC 8), 4=26(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-7-3 to 1-4-13, Interior(1) 1-4-13 to 1-8-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J12 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413232 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-xTh_3d2usnXCNxr2G66PJwZxyl8ErAUUvv_XoNyS6mF Scale = 1:13.9 1 2 5 3 43x4 3x4 1-7-81-7-8 -0-11-0 0-11-0 1-7-8 1-7-8 1-1-02-2-01-8-132-2-08.00 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 0.14 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 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 1-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=37(LC 7) Max Uplift 3=-24(LC 10), 4=-3(LC 10) Max Grav 5=146(LC 1), 3=31(LC 17), 4=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J13 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413233 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QfFMGz2Wd5f3?5QEqqdes766h9UOadke8Zk4KpyS6mE Scale = 1:14.5 1 2 5 3 43x4 3x4 1-9-131-9-13 -0-11-0 0-11-0 1-9-13 1-9-13 1-1-02-3-90-5-31-10-52-3-88.00 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-R 0.14 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 1-9-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 10) Max Uplift 3=-27(LC 10), 4=-2(LC 10) Max Grav 5=151(LC 1), 3=38(LC 17), 4=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J14 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413234 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-urpkUJ38NOnwcF?QOX8tPLfGRYoFJ4_nNDTdsGyS6mD Scale = 1:14.8 1 2 5 3 43x4 3x4 1-3-131-3-13 -0-11-0 0-11-0 1-3-13 1-3-13 1-3-02-4-310.00 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 0.21 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-3-13 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 7) Max Uplift 3=-27(LC 10), 4=-11(LC 10) Max Grav 5=139(LC 1), 3=21(LC 17), 4=22(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J15 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413235 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-urpkUJ38NOnwcF?QOX8tPLfF2Yn6J4_nNDTdsGyS6mD Scale = 1:21.6 1 2 5 3 4 3x4 3x6 2-11-12-11-1 -0-11-0 0-11-0 2-11-1 2-11-1 1-3-03-8-33-2-63-8-310.00 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 0.30 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 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=74(LC 10) Max Uplift 3=-53(LC 10), 4=-3(LC 10) Max Grav 5=185(LC 1), 3=77(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J16 Truss Type Jack-Open Qty 12 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413236 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-M2N7hf4m8ivnEPadxEf6xYBPSy782XExctDBOiyS6mC Scale = 1:22.5 1 2 5 3 4 3x4 3x6 3-1-123-1-12 -0-11-0 0-11-0 3-1-12 3-1-12 1-3-03-10-73-4-103-10-710.00 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 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 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 3-1-12 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=80(LC 10) Max Uplift 3=-57(LC 10), 4=-2(LC 10) Max Grav 5=193(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- 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J17 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413237 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qExVv?5Ov01esY9pVyALUmkddMVNn_T4qXykx8yS6mB Scale = 1:13.6 1 2 5 3 4 3x4 3x4 2-1-142-1-14 -0-11-0 0-11-0 2-1-14 2-1-14 0-11-82-1-86.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.04 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: 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 2-1-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=36(LC 10) Max Uplift 3=-24(LC 10) Max Grav 5=159(LC 1), 3=43(LC 1), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J18 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413238 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-IQUt6K60gJ9VTik?3fia0zGoNmrcWRjD3BiITbyS6mA Scale = 1:13.6 1 2 5 3 4 3x4 3x4 2-1-142-1-14 -0-11-0 0-11-0 2-1-14 2-1-14 0-11-82-1-81-8-112-1-86.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.04 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: 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 2-1-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=36(LC 10) Max Uplift 3=-24(LC 10) Max Grav 5=159(LC 1), 3=43(LC 1), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J19 Truss Type Jack-Open Qty 3 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413239 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-IQUt6K60gJ9VTik?3fia0zGlAmplWRjD3BiITbyS6mA Scale = 1:21.9 1 2 5 3 4 3x4 3x6 3-0-03-0-0 -0-11-0 0-11-0 3-0-0 3-0-0 1-3-03-9-03-3-33-9-010.00 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 0.30 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 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=76(LC 10) Max Uplift 3=-54(LC 10), 4=-3(LC 10) Max Grav 5=188(LC 1), 3=79(LC 17), 4=53(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J20 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413240 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-md2FJg6eRdHM5sJCdNDpZBpxnAAXFuzNIrRr?1yS6m9 Scale = 1:19.3 1 2 5 3 4 3x4 3x6 2-4-62-4-6 -0-11-0 0-11-0 2-4-6 2-4-6 1-3-03-2-1010.00 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 0.25 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-6 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=62(LC 10) Max Uplift 3=-44(LC 10), 4=-5(LC 10) Max Grav 5=166(LC 1), 3=59(LC 17), 4=41(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J21 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413241 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-EpcdX07HCxQDj0uOA4k26OM6HZWX_LDWWVBOXTyS6m8 Scale = 1:13.8 1 2 5 3 43x4 3x4 1-0-121-0-12 -0-11-0 0-11-0 1-0-12 1-0-12 1-3-02-1-101-7-142-1-1010.00 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 0.20 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 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 1-0-12 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=38(LC 7) Max Uplift 3=-22(LC 10), 4=-14(LC 10) Max Grav 5=137(LC 1), 3=13(LC 8), 4=21(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J22 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413242 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-EpcdX07HCxQDj0uOA4k26OM6bZWo_LDWWVBOXTyS6m8 Scale = 1:19.1 1 2 5 3 4 3x4 3x6 2-3-142-3-14 -0-11-0 0-11-0 2-3-14 2-3-14 1-3-03-2-42-8-73-2-410.00 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-R 0.25 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=61(LC 10) Max Uplift 3=-44(LC 10), 4=-6(LC 10) Max Grav 5=164(LC 1), 3=57(LC 17), 4=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss J23 Truss Type Jack-Open Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413243 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-j?A0kM8vzEY4KASakoFHecuH3zsmjoTgl9wy4vyS6m7 Scale = 1:13.6 1 2 5 3 43x4 3x4 1-0-51-0-5 -0-11-0 0-11-0 1-0-5 1-0-5 1-3-02-1-410.00 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-R 0.20 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 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 1-0-5 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=37(LC 7) Max Uplift 3=-21(LC 10), 4=-14(LC 10) Max Grav 5=137(LC 1), 3=11(LC 8), 4=21(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss M01 Truss Type Monopitch Qty 13 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413244 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BCkOyi9XkYgwyK1nIVmWBpRUyNCZSFjp_pgVcMyS6m6 Scale = 1:15.1 1 2 3 5 4 3x4 3x4 3x4 3x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-08.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=63(LC 7) Max Uplift 4=-27(LC 7), 5=-6(LC 10) Max Grav 4=67(LC 17), 5=153(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss M02 Truss Type Monopitch Qty 3 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413245 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BCkOyi9XkYgwyK1nIVmWBpRRtNAJSFjp_pgVcMyS6m6 Scale = 1:19.9 1 2 3 5 4 3x4 3x4 3x4 3x4 5-0-05-0-0 -0-11-0 0-11-0 5-0-0 5-0-0 0-11-03-5-06.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=93(LC 7) Max Uplift 4=-21(LC 10), 5=-10(LC 10) Max Grav 4=183(LC 1), 5=261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss M03 Truss Type Monopitch Qty 7 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413246 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fOIm9299VsonaUczsDHlj1_bCnTCBZSzDTP38oyS6m5 Scale: 1/2"=1' 1 2 3 4 6 5 7 8 2x4 3x4 2x4 3x4 3x4 5-11-65-11-6 11-3-85-4-2 -0-11-0 0-11-0 5-11-6 5-11-6 11-3-8 5-4-2 0-3-154-1-20-3-84.00 12 Plate Offsets (X,Y)-- [5:0-2-4,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.33 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.08 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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. (size)2=0-3-8, 5=0-1-8 Max Horz 2=115(LC 6) Max Uplift 2=-32(LC 6), 5=-39(LC 10) Max Grav 2=508(LC 1), 5=439(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-819/44 BOT CHORD 2-6=-131/727, 5-6=-131/727 WEBS 3-6=0/265, 3-5=-779/140 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-2-4, Exterior(2E) 8-2-4 to 11-2-4 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413247 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7as8NOAnG9weBdB9Pwo_GEWkmBlew9C6R79chEyS6m4 Scale = 1:19.9 1 2 4 3 5 6 3x8 3x4 3x4 5-0-05-0-0 5-0-0 5-0-0 0-11-03-5-06.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 3-4 3-4 3 l/defl >999 >789 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 5-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=0-3-8 Max Horz 4=83(LC 7) Max Grav 3=688(LC 1), 4=494(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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) 402 lb down at 2-0-12, and 404 lb down at 4-0-12 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). 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=-402(F) 6=-404(F) October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413248 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:08:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-3zzvn3C1onAMRxLYXLrSLfcBJ_ahO2NPvRejl7yS6m2 Scale = 1:23.3 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1 17 18 11 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-013-2-0 13-2-0 13-2-0 -0-0-41-0-71-0-110-1-00-1-80-11-38.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [9:0-2-0,0-2-3] 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-S 0.04 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 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.): 3-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=-16(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 14, 15, 16, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 14, 15, 16, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 1-7-0, Exterior(2R) 1-7-0 to 5-9-15, Interior(1) 5-9-15 to 7-4-1, Exterior(2R) 7-4-1 to 11-7-0, Exterior(2E) 11-7-0 to 12-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 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) 1, 11, 2, 10, 14, 15, 16, 13, 12. 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413249 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-X9XH?PDgZ4ID35wk52Mhut8L9Ovf7VKY75NGHZyS6m1 Scale = 1:23.3 2 3 4 5 6 7 8 12 11 10 1 13 14 9 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-013-2-0 4-1-0 4-1-0 9-1-0 5-0-0 13-2-0 4-1-0 -0-0-42-8-72-8-110-1-00-1-82-7-38.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-3], [6:0-2-0,0-2-3] 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-S 0.10 0.10 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=-46(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 10 except 11=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 9-10-5, Exterior(2E) 9-10-5 to 12-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 12, 10. 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss PB03 Truss Type GABLE Qty 3 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413250 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-UYf1Q5Ew4hYxIP47CTO9zIEgtCaCbOOrbPsNMSyS6m? Scale = 1:28.3 2 3 4 5 6 10 9 8 1 11 12 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-2-013-2-0 6-7-0 6-7-0 13-2-0 6-7-0 -0-0-44-4-74-4-110-1-00-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=-75(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=255(LC 1), 10=302(LC 23), 8=302(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 9-10-5, Exterior(2E) 9-10-5 to 12-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 6, 10, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss PB04 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413251 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ykDPdRFYr?gowYeJmBvOWVmsAbwNKs5_q2cwuuyS6m_ Scale = 1:24.9 2 3 4 5 6 7 8 12 11 10 1 13 14 9 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-013-2-0 5-7-12 5-7-12 7-6-4 1-10-8 13-2-0 5-7-12 -0-0-43-8-153-9-30-1-00-1-83-7-118.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-3], [6:0-2-0,0-2-3] 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-S 0.11 0.10 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=-64(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 11 except 12=272(LC 23), 10=272(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 9-10-5, Exterior(2E) 9-10-5 to 12-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 8, 12, 10. 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss PB05 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413252 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-u7LA27GoNcwW9soitbysbwsA_PcsomTHHM51ynyS6ly Scale = 1:23.3 2 3 4 5 6 7 8 12 11 10 1 9 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-013-2-0 3-1-12 3-1-12 10-0-4 6-10-8 13-2-0 3-1-12 -0-0-42-0-152-1-30-1-00-1-81-11-118.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-3], [6:0-2-0,0-2-3] 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-S 0.15 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=34(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 10 except 11=333(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 3-1-12, Exterior(2R) 3-1-12 to 10-0-4, Exterior(2E) 10-0-4 to 12-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss PB06 Truss Type GABLE Qty 1 Ply 2 17 Estates at Towne Meadow Job Reference (optional) I48413253 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-MJuYFTHR8w2Nn0NuRJT578ONEpzAXDJRW0qaUDyS6lx Scale = 1:19.8 2 3 4 6 1 5 4x6 3x4 3x4 2x4 7-0-37-0-3 3-6-2 3-6-2 7-0-3 3-6-2 -0-0-42-10-132-11-10-1-00-1-810.00 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 0.06 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 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 7-0-3. (lb) - Max Horz 1=48(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 1=-169(LC 17), 5=-145(LC 18), 2=-130(LC 10), 4=-114(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=330(LC 17), 4=315(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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 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 5) 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. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 1, 145 lb uplift at joint 5, 130 lb uplift at joint 2 and 114 lb uplift at joint 4. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss PB07 Truss Type GABLE Qty 2 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413254 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qVSwTpI3vEADOAy4?0_KgLxX3DHtGgNakga80fyS6lw Scale = 1:19.8 2 3 4 6 1 5 4x6 3x4 3x4 2x4 7-0-37-0-3 3-6-2 3-6-2 7-0-3 3-6-2 -0-0-42-10-132-11-10-1-00-1-810.00 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 0.12 0.07 0.02 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: 19 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 7-0-3. (lb) - Max Horz 1=48(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 1=-169(LC 17), 5=-145(LC 18), 2=-130(LC 10), 4=-114(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=330(LC 17), 4=315(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 169 lb uplift at joint 1, 145 lb uplift at joint 5, 130 lb uplift at joint 2 and 114 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T01 Truss Type Common Qty 3 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413255 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Ii0Ig8JhgXI40KXGZkVZDZUaZcbh?6xkzKJhY6yS6lv Scale = 1:30.1 1 2 3 4 7 6 5 8 9 4x6 4x6 3x4 3x4 2x4 4x6 5-5-85-5-8 10-11-05-5-8 -0-11-0 0-11-0 5-5-8 5-5-8 10-11-0 5-5-8 1-1-04-8-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.58 0.22 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.06 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 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 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=Mechanical Max Horz 7=94(LC 7) Max Uplift 7=-8(LC 10) Max Grav 7=492(LC 1), 5=422(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-425/73, 3-4=-419/72, 2-7=-426/112, 4-5=-352/75 BOT CHORD 6-7=0/269, 5-6=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-5-8, Exterior(2R) 2-5-8 to 7-9-4, Exterior(2E) 7-9-4 to 10-9-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T02 Truss Type Common Qty 5 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413256 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-muaguUKJRrRxeT6T6R0olm0l_0w3kZ?tC_3F5YyS6lu Scale = 1:33.4 1 2 3 4 7 6 5 8 9 6x8 4x6 3x4 3x4 3x8 6x8 6-3-86-3-8 12-7-06-3-8 6-3-8 6-3-8 12-7-0 6-3-8 13-6-0 0-11-0 1-1-05-3-51-1-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.28 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 6-7 6-7 5 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 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)7=0-3-8, 5=0-3-8 Max Horz 7=-104(LC 6) Max Uplift 5=-7(LC 11) Max Grav 7=489(LC 1), 5=558(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-510/63, 2-3=-517/66, 1-7=-434/63, 3-5=-503/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 9-3-8, Interior(1) 9-3-8 to 10-6-0, Exterior(2E) 10-6-0 to 13-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T03 Truss Type Common Qty 4 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413257 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-F4835qKxC9ZoFdhfg9X1I_ZxvQDQT0q0Reood_yS6lt Scale = 1:25.7 1 2 3 4 5 6 7 8 9 10 11 12 4x6 3x6 3x4 3x4 3x6 3x4 3x4 2x4 7-1-47-1-4 14-2-87-1-4 -0-11-0 0-11-0 7-1-4 7-1-4 14-2-8 7-1-4 15-1-8 0-11-0 0-9-03-1-70-9-04.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [6:0-4-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.46 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.02 (loc) 2-8 2-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-8-14, Right 2x4 SPF-S Stud 3-8-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=-32(LC 15) Max Uplift 2=-34(LC 6), 6=-34(LC 7) Max Grav 2=623(LC 1), 6=623(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-917/176, 4-6=-917/176 BOT CHORD 2-8=-103/791, 6-8=-103/791 WEBS 4-8=0/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-1-4, Exterior(2R) 4-1-4 to 10-1-4, Interior(1) 10-1-4 to 12-1-8, Exterior(2E) 12-1-8 to 15-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 2 and 34 lb uplift at joint 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T04 Truss Type Common Qty 2 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413258 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-jHiRJALZzShftnGrEs3GqB57VqV1CJKAfIYL9QyS6ls Scale = 1:56.3 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x8 MT18HS 3x8 3x4 3x4 3x6 4x8 4x8 3x6 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 20-10-0 0-11-0 1-3-09-6-91-3-010.00 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-S 0.47 0.76 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 8-9 8-9 8 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 86 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=189(LC 9) Max Grav 11=849(LC 1), 8=849(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/86, 3-4=-679/88, 4-5=-679/88, 5-6=-300/86, 2-11=-337/89, 6-8=-337/89 BOT CHORD 9-11=-34/601, 8-9=0/562 WEBS 4-9=-28/504, 3-11=-593/1, 5-8=-593/1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413259 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BTGpWWMBkmpWVxq2oaaVNPeEPEqnxlzJuyHvhtyS6lr Scale = 1:75.1 1 2 3 4 5 6 7 89 15 14 13 12 11 10 16 17 18 19 3x6 8x14 MT18HS 4x6 3x4 3x4 3x6 3x6 3x4 3x8 3x4 6x8 5x8 3x6 6-7-26-7-2 12-10-136-3-10 19-11-07-0-3 30-5-010-6-0 -0-11-0 0-11-0 6-7-2 6-7-2 12-10-13 6-3-10 19-11-0 7-0-3 25-0-4 5-1-4 30-5-0 5-4-12 31-4-0 0-11-0 1-3-012-0-03-3-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:1-0-0,0-1-12], [6:0-4-4,0-2-0], [14:0-2-8,0-1-8] 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-S 0.72 0.79 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.67 0.03 (loc) 10-11 10-11 10 l/defl >999 >543 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 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* 5-13,5-11,6-11: 2x4 SPF No.2, 2-15,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-10 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-11, 7-10 REACTIONS. (size)15=0-3-8, 10=0-3-8 Max Horz 15=252(LC 9) Max Grav 15=1269(LC 1), 10=1269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1412/36, 4-5=-1130/125, 5-6=-725/136, 6-7=-1044/127, 2-15=-1208/40, 8-10=-275/118 BOT CHORD 14-15=-238/345, 13-14=-52/993, 11-13=-25/772, 10-11=0/696 WEBS 4-13=-364/148, 5-13=-42/383, 6-11=-14/344, 2-14=0/818, 7-10=-1120/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-7-14, Exterior(2R) 8-7-14 to 24-1-15, Interior(1) 24-1-15 to 28-4-0, Exterior(2E) 28-4-0 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T06 Truss Type Common Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413260 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ffqBjsNqV4xN65PELH5kvcBWfdH4gCKT7c1SEJyS6lq Scale = 1:56.3 1 2 3 4 5 6 11 10 9 8 7 12 13 4x6 3x6 3x6 4x6 3x6 4x6 3x6 3x6 3x6 3x6 6-8-136-8-13 13-2-36-5-5 19-11-06-8-13 -0-11-0 0-11-0 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 1-3-09-6-91-3-010.00 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-S 0.30 0.34 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.02 (loc) 7-8 7-8 7 l/defl >999 >999 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 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, 7=0-3-8 Max Horz 11=184(LC 9) Max Grav 11=850(LC 1), 7=783(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/114, 3-4=-786/126, 4-5=-791/126, 2-11=-318/107 BOT CHORD 9-11=-33/610, 8-9=0/429, 7-8=0/585 WEBS 4-8=-90/362, 4-9=-89/354, 3-11=-655/0, 5-7=-683/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-9-4, Exterior(2E) 16-9-4 to 19-9-4 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T07 Truss Type Hip Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413261 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7sNZxCNSGN3EkF_Qv_czSqjYJ1TKPhMcLGm0mlyS6lp Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 5x8 3x6 5x8 4x6 4x6 3x8 MT18HS 3x6 4x6 4x8 3x6 3x6 3x6 3x6 3x6 4x8 3x6 4x8 3x4 5x6 3x8 3x8 MT18HS 4-1-84-1-8 7-11-83-10-0 17-11-810-0-0 27-11-810-0-0 37-11-810-0-0 41-7-123-8-4 45-7-83-11-12 -0-11-0 0-11-0 4-1-8 4-1-8 7-11-8 3-10-0 15-5-8 7-6-0 22-11-8 7-6-0 30-5-8 7-6-0 37-11-8 7-6-0 41-7-12 3-8-4 45-7-8 3-11-12 1-1-06-4-111-3-56-4-118.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-5-12,0-2-0], [10:0-5-12,0-2-0], [12:0-3-0,0-1-8], [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-S 0.88 0.91 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.60 0.16 (loc) 18-20 18-20 13 l/defl >999 >912 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 184 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, 12-13,2-22: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20,15-17. WEBS 1 Row at midpt 5-20, 8-15 REACTIONS. (size)22=0-3-8, 13=Mechanical Max Horz 22=126(LC 7) Max Grav 22=1878(LC 1), 13=1813(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2322/17, 3-4=-2415/51, 4-5=-1980/53, 5-7=-3227/75, 7-8=-3208/73, 8-10=-1926/53, 10-11=-2349/50, 11-12=-2189/19, 12-13=-1755/4, 2-22=-1817/3 BOT CHORD 20-21=-88/1867, 18-20=-131/3059, 17-18=-128/3395, 15-17=-86/3031, 14-15=0/1766 WEBS 3-21=-348/22, 4-20=0/977, 5-20=-1444/134, 5-18=0/511, 7-18=-299/99, 7-17=-327/98, 8-17=0/530, 8-15=-1476/133, 10-15=0/949, 11-15=-71/295, 11-14=-440/19, 12-14=0/1728, 2-21=0/1743 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-8-9, Exterior(2R) 3-8-9 to 12-2-7, Interior(1) 12-2-7 to 33-8-9, Exterior(2R) 33-8-9 to 42-5-12, Exterior(2E) 42-5-12 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T08 Truss Type Hip Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413262 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-b2xy8YO41hB5MOZdTi7C?1GlGRpp844mawWZICyS6lo Scale = 1:82.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 3x6 5x10 MT18HS 3x6 5x10 MT18HS 3x6 3x8 MT18HS4x8 4x8 3x8 2x4 2x4 4x8 3x6 4x8 5x10 MT18HS3x6 5x10 MT18HS 10-5-810-5-8 18-10-18-4-9 27-0-158-2-13 35-5-88-4-9 45-7-810-2-0 5-4-8 5-4-8 10-5-8 5-1-0 18-10-1 8-4-9 27-0-15 8-2-13 35-5-8 8-4-9 40-4-12 4-11-4 45-7-8 5-2-12 1-1-08-0-111-3-58-0-118.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-12], [7:0-7-8,0-1-12], [10:Edge,0-2-4], [11:0-2-8,0-1-8], [17:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.96 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.64 0.16 (loc) 16-17 16-17 10 l/defl >999 >846 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 194 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,4-13,7-13: 2x4 SPF No.2, 9-10,1-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-4 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-16, 4-13, 8-10, 2-17 REACTIONS. (size)10=Mechanical, 17=0-3-8 Max Horz 17=148(LC 7) Max Grav 10=1813(LC 1), 17=1813(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-422/11, 2-3=-2372/8, 3-4=-1914/20, 4-6=-2615/36, 6-7=-2615/35, 7-8=-2324/10, 8-9=-329/19, 9-10=-285/32, 1-17=-341/28 BOT CHORD 16-17=-86/1923, 14-16=-63/2626, 13-14=-63/2626, 11-13=0/1866, 10-11=0/1834 WEBS 3-16=0/884, 4-16=-1050/122, 4-14=0/311, 6-13=-527/144, 7-13=-118/1090, 7-11=0/319, 8-10=-2168/0, 2-17=-2141/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-2-9, Exterior(2R) 6-2-9 to 14-8-7, Interior(1) 14-8-7 to 31-2-9, Exterior(2R) 31-2-9 to 39-8-7, Interior(1) 39-8-7 to 42-5-12, Exterior(2E) 42-5-12 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T09 Truss Type Hip Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413263 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-XQ3iZDQKYIRpbij?a79g4SL6CFVjc2c22E?gN4yS6lm Scale = 1:83.9 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 2412x18 MT18HS 5x8 3x6 5x8 6x6 3x8 MT18HS 3x6 4x6 4x8 3x6 3x6 3x6 3x8 3x6 4x6 4x6 3x8 MT18HS 6-7-86-7-8 12-11-86-4-0 22-11-810-0-0 32-11-810-0-0 39-1-126-2-4 45-7-86-5-12 6-7-8 6-7-8 12-11-8 6-4-0 19-7-8 6-8-0 26-3-8 6-8-0 32-11-8 6-8-0 39-1-12 6-2-4 45-7-8 6-5-12 1-1-09-8-111-3-59-8-118.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-2], [3:0-5-12,0-2-0], [7:0-5-12,0-2-0], [10:Edge,0-2-0], [11:0-2-8,0-2-0], [17:0-2-8,0-2-0] 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-S 0.65 0.93 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.51 0.11 (loc) 12-14 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 199 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,6-12: 2x4 SPF No.2, 9-10,1-18: 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 (3-7-4 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-16, 4-16, 6-12, 8-12 REACTIONS. (size)18=Mechanical, 10=Mechanical Max Horz 18=178(LC 7) Max Grav 18=1813(LC 1), 10=1813(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2498/0, 2-3=-2273/7, 3-4=-1803/38, 4-6=-2187/1, 6-7=-1778/40, 7-8=-2240/0, 8-9=-2405/0, 9-10=-1745/0, 1-18=-1743/0 BOT CHORD 17-18=-157/336, 16-17=-32/1996, 14-16=-17/2155, 12-14=0/2147, 11-12=0/1921 WEBS 2-16=-320/136, 3-16=0/842, 4-16=-715/127, 6-12=-739/124, 7-12=0/829, 8-12=-269/136, 9-11=0/1776, 1-17=0/1781 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-8-9, Exterior(2R) 8-8-9 to 17-2-7, Interior(1) 17-2-7 to 28-8-9, Exterior(2R) 28-8-9 to 37-2-7, Interior(1) 37-2-7 to 42-5-12, Exterior(2E) 42-5-12 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T10 Truss Type Hip Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413264 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-0dd4nZRyJcZgDsIB8qhvcguGHewWLQiCGukDvWyS6ll Scale = 1:82.4 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 4x6 6x6 6x8 4x6 3x6 3x6 4x8 4x6 3x8 2x4 4x8 3x8 4x6 3x8 12x18 MT18HS 3x6 3x6 3x6 4x8 7-10-87-10-8 15-5-87-7-0 22-11-87-6-0 30-5-87-6-0 37-10-127-5-4 45-7-87-8-12 5-4-3 5-4-3 10-4-13 5-0-11 15-5-8 5-0-11 22-11-8 7-6-0 30-5-8 7-6-0 37-10-12 7-5-4 45-7-8 7-8-12 1-1-011-4-111-3-511-4-118.00 12 Plate Offsets (X,Y)-- [2:0-2-7,0-2-1], [3:0-3-0,Edge], [7:0-4-0,0-2-13], [11:Edge,0-9-12], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.64 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.26 0.12 (loc) 15 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 247 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,6-17,6-15,6-14,7-14: 2x4 SPF No.2, 10-11,1-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-6 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-17, 6-14, 8-14, 2-20 REACTIONS. (size)11=Mechanical, 20=Mechanical Max Horz 20=205(LC 7) Max Grav 11=1813(LC 1), 20=1813(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-390/58, 2-4=-2403/0, 4-5=-2113/45, 5-6=-1700/66, 6-7=-1686/68, 7-8=-2152/39, 8-10=-2484/0, 10-11=-1738/0, 1-20=-328/58 BOT CHORD 19-20=-26/1937, 17-19=0/1900, 15-17=0/1902, 14-15=0/1902, 12-14=0/1970, 11-12=-11/258 WEBS 4-17=-412/140, 5-17=0/766, 6-17=-496/121, 6-15=0/290, 6-14=-521/119, 7-14=0/708, 8-14=-428/149, 10-12=0/1726, 2-20=-2197/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-2-9, Exterior(2R) 11-2-9 to 19-8-7, Interior(1) 19-8-7 to 26-2-9, Exterior(2R) 26-2-9 to 34-8-7, Interior(1) 34-8-7 to 42-5-12, Exterior(2E) 42-5-12 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T11 Truss Type Piggyback Base Qty 5 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413265 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-UpBS_vRa4whXq0tOiYC89tRR32Fq4uCLVYUmRzyS6lk Scale = 1:84.8 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 3x6 5x6 5x8 3x8 3x6 3x6 4x8 3x6 3x8 2x4 3x8 3x8 3x6 3x8 3x8 MT18HS 6x8 3x6 3x6 5x10 MT18HS 8-4-08-4-0 16-4-88-0-8 22-11-86-7-0 29-6-86-7-0 37-5-47-10-12 45-7-88-2-4 5-7-13 5-7-13 11-0-3 5-4-5 16-4-8 5-4-5 22-11-8 6-7-0 29-6-8 6-7-0 37-5-4 7-10-12 45-7-8 8-2-4 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-7,0-2-1], [5:0-3-12,0-2-0], [7:0-5-12,0-2-0], [10:0-3-8,Edge], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.70 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.30 0.12 (loc) 15 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 227 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9,9-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,6-16,6-15,6-14,7-14: 2x4 SPF No.2 10-11,1-19,2-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-1 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, 6-14, 8-14, 2-19 REACTIONS. (size)11=Mechanical, 19=Mechanical Max Horz 19=218(LC 7) Max Grav 11=1813(LC 1), 19=1813(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-400/62, 2-4=-2407/12, 4-5=-2053/58, 5-6=-1637/78, 6-7=-1627/80, 7-8=-2096/51, 8-10=-2458/0, 10-11=-1736/0, 1-19=-334/61 BOT CHORD 18-19=-39/1953, 16-18=0/1862, 15-16=0/1781, 14-15=0/1781, 12-14=0/1946 WEBS 4-18=-18/297, 4-16=-453/147, 5-16=0/761, 6-16=-440/124, 6-14=-462/123, 7-14=0/693, 8-14=-471/155, 10-12=0/1726, 2-19=-2198/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 25-3-9, Exterior(2R) 25-3-9 to 33-9-7, Interior(1) 33-9-7 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T12 Truss Type Half Hip Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413266 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-y?lrCFSDrDpNSASaGFjNi5zijSiRpYvVkCDK_PyS6lj Scale = 1:20.5 1 2 3 6 7 4 5 3x6 3x4 3x4 2-8-62-8-6 4-2-01-5-10 -0-11-0 0-11-0 2-8-6 2-8-6 4-2-0 1-5-10 1-3-03-6-03-2-83-6-010.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.06 (loc) 5-6 5-6 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 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)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=68(LC 10) Max Uplift 4=-34(LC 10) Max Grav 4=105(LC 1), 6=231(LC 1), 5=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 2-8-6, Exterior(2E) 2-8-6 to 4-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 34 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413267 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QCJDPbTrcXxE4J1mpzEcEIWi9swPYsweysztWryS6li Scale = 1:85.1 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 3x6 6x8 5x8 3x6 4x6 3x6 3x6 3x8 3x6 2x4 3x8 3x6 3x6 3x8 3x8 MT18HS 6x8 3x6 4x10 8-4-08-4-0 16-4-88-0-8 22-11-86-7-0 29-6-86-7-0 37-5-47-10-12 45-7-88-2-4 -0-11-0 0-11-0 8-4-0 8-4-0 16-4-8 8-0-8 22-11-8 6-7-0 29-6-8 6-7-0 37-5-4 7-10-12 45-7-8 8-2-4 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [5:0-4-0,0-1-9], [7:0-5-12,0-2-0], [10:0-3-8,Edge], [12:0-2-8,0-1-8], [18:0-2-8,0-1-8] 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-S 0.97 0.69 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.29 0.09 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 223 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,5-15,6-15,7-15,7-14: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud 2-19: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-12 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-15, 9-14 REACTIONS. (size)19=0-3-8, 11=Mechanical Max Horz 19=227(LC 7) Max Grav 19=1880(LC 1), 11=1809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2504/0, 3-5=-2098/47, 5-6=-1773/73, 6-7=-1773/73, 7-9=-2088/50, 9-10=-2452/0, 10-11=-1732/0, 2-19=-1801/17 BOT CHORD 18-19=-219/567, 16-18=0/1971, 15-16=0/1627, 14-15=0/1617, 12-14=0/1941 WEBS 3-16=-488/151, 5-16=-4/498, 5-15=-126/442, 6-15=-433/128, 7-15=-123/458, 7-14=-10/484, 9-14=-472/155, 10-12=0/1722, 2-18=0/1553 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 25-3-9, Exterior(2R) 25-3-9 to 33-9-7, Interior(1) 33-9-7 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T14 Truss Type Hip Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413268 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-uOsbcxUTNr35hTbzNglrnW3wkGBHHJHnBWiR2IyS6lh Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 3x6 5x8 5x8 3x6 4x6 3x8 MT18HS 3x6 3x8 3x8 3x6 3x8 3x6 3x8 3x8 MT18HS 6x8 3x8 MT18HS 5x8 8-7-148-7-14 17-0-48-4-6 28-10-1211-10-8 37-1-68-2-10 45-7-88-6-2 -0-11-0 0-11-0 8-7-14 8-7-14 17-0-4 8-4-6 22-11-8 5-11-4 28-10-12 5-11-4 37-1-6 8-2-10 45-7-8 8-6-2 1-1-012-5-31-3-512-5-38.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [5:0-4-0,0-1-9], [7:0-5-8,0-1-12], [10:0-3-8,Edge], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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-S 0.79 0.97 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.85 0.10 (loc) 14-15 14-15 11 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 220 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,9-12,10-12,2-17: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud 2-18: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-14 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 3-15, 6-15, 6-14, 9-14 REACTIONS. (size)18=0-3-8, 11=Mechanical Max Horz 18=235(LC 7) Max Grav 18=1880(LC 1), 11=1809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2505/0, 3-5=-2077/49, 5-6=-1607/81, 6-7=-1599/81, 7-9=-2068/51, 9-10=-2452/0, 10-11=-1726/7, 2-18=-1795/24 BOT CHORD 17-18=-216/601, 15-17=-6/1969, 14-15=0/1688, 12-14=0/1938, 11-12=-33/253 WEBS 3-15=-512/167, 5-15=0/672, 6-15=-345/164, 6-14=-360/160, 7-14=0/676, 9-14=-492/169, 10-12=0/1698, 2-17=0/1519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-9-5, Exterior(2R) 12-9-5 to 21-3-3, Interior(1) 21-3-3 to 24-7-13, Exterior(2R) 24-7-13 to 33-1-11, Interior(1) 33-1-11 to 42-5-12, Exterior(2E) 42-5-12 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T15 Truss Type Hip Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413269 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qn_L1dVjvSKpxnlLV5nJsx8El3yclDS4fqBX7AyS6lf Scale = 1:85.0 12 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 8x14 MT18HS 3x8 8x14 MT18HS 3x6 12x18 MT18HS 3x6 3x6 3x8 3x6 2x4 3x8 3x6 3x6 4x6 3x8 MT18HS 6x6 3x6 7-4-147-4-14 14-6-47-1-6 22-11-88-5-4 31-4-128-5-4 38-4-66-11-10 45-7-87-3-2 -0-11-0 0-11-0 7-4-14 7-4-14 14-6-4 7-1-6 22-11-8 8-5-4 31-4-12 8-5-4 38-4-6 6-11-10 45-7-8 7-3-2 1-1-010-9-31-3-510-9-38.00 12 Plate Offsets (X,Y)-- [5:0-10-0,0-1-8], [8:0-10-0,0-1-8], [13:0-2-8,0-2-0], [19:0-2-8,0-1-8], [20: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-S 0.95 0.66 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.32 0.10 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 213 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,5-16,6-16,8-16,8-14: 2x4 SPF No.2, 11-12,2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 6-16, 10-14 REACTIONS. (size)20=0-3-8, 12=Mechanical Max Horz 20=205(LC 7) Max Grav 20=1878(LC 1), 12=1813(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2517/0, 3-5=-2198/25, 5-6=-2014/40, 6-8=-2015/40, 8-10=-2175/28, 10-11=-2434/0, 11-12=-1741/0, 2-20=-1804/0 BOT CHORD 19-20=-192/463, 18-19=-7/1995, 16-18=0/1726, 14-16=0/1707, 13-14=0/1937 WEBS 3-18=-403/141, 5-18=0/468, 5-16=-121/586, 6-16=-578/163, 8-16=-118/611, 8-14=0/444, 10-14=-364/142, 11-13=0/1759, 2-19=0/1662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 10-3-5, Exterior(2R) 10-3-5 to 18-9-3, Interior(1) 18-9-3 to 27-1-13, Exterior(2R) 27-1-13 to 35-7-11, Interior(1) 35-7-11 to 42-5-12, Exterior(2E) 42-5-12 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) The Fabrication Tolerance at joint 2 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T16 Truss Type Hip Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413270 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-IzYkFyWLgmSgYxKY2oJYP8hRGTGdUgoEtUx5fcyS6le Scale = 1:83.6 12 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 5x8 3x6 5x8 12x18 MT18HS 3x8 MT18HS 3x6 3x8 4x8 3x6 3x6 3x6 4x8 3x6 3x8 3x8 MT18HS 12x18 MT18HS 6-1-146-1-14 12-0-45-10-6 22-11-810-11-4 33-10-1210-11-4 39-9-25-10-6 45-11-06-1-14 -0-11-0 0-11-0 6-1-14 6-1-14 12-0-4 5-10-6 19-3-12 7-3-8 26-7-4 7-3-8 33-10-12 7-3-8 39-9-2 5-10-6 45-11-0 6-1-14 46-10-0 0-11-0 1-1-09-1-31-1-09-1-38.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-0], [8:0-5-12,0-2-0], [12:Edge,0-10-2], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20: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-S 0.77 0.80 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.58 0.11 (loc) 16-18 16-18 12 l/defl >999 >939 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 198 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-18,7-14: 2x4 SPF No.2, 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-2 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-14 REACTIONS. (size)20=0-3-8, 12=0-3-8 Max Horz 20=177(LC 9) Max Grav 20=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=-2492/0, 3-4=-2324/0, 4-5=-1858/23, 5-7=-2372/0, 7-8=-1858/23, 8-9=-2324/0, 9-10=-2492/0, 2-20=-1820/0, 10-12=-1820/0 BOT CHORD 19-20=-153/365, 18-19=-36/1989, 16-18=-28/2324, 14-16=0/2324, 13-14=0/1989, 12-13=-30/265 WEBS 3-18=-251/131, 4-18=0/867, 5-18=-825/129, 5-16=0/253, 7-16=0/253, 7-14=-825/129, 8-14=0/867, 9-14=-251/131, 2-19=0/1741, 10-13=0/1741 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-9-5, Exterior(2R) 7-9-5 to 16-3-3, Interior(1) 16-3-3 to 29-7-13, Exterior(2R) 29-7-13 to 38-1-11, Interior(1) 38-1-11 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T17 Truss Type Hip Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413271 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-n966SIXzR3aXA5vkcWqnxMDbitaYD4yN67geB3yS6ld Scale = 1:83.9 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 6x18 MT18HS 3x8 MT18HS4x8 4x8 3x8 2x4 2x4 4x8 3x6 4x8 3x6 4x6 5x10 MT18HS 4x6 5x10 MT18HS 9-6-49-6-4 18-6-59-0-1 27-4-118-10-5 36-4-129-0-1 45-11-09-6-4 -0-11-0 0-11-0 4-10-14 4-10-14 9-6-4 4-7-6 18-6-5 9-0-1 27-4-11 8-10-5 36-4-12 9-0-1 41-0-2 4-7-6 45-11-0 4-10-14 46-10-0 0-11-0 1-1-07-5-31-1-07-5-38.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-6-0,0-1-8], [8:1-2-8,0-1-12], [10:0-3-0,Edge], [13:0-2-8,0-1-8] 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-S 0.86 0.95 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.48 0.17 (loc) 12-13 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 196 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E, 6-8: 2x4 SP 2400F 2.0E 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 3-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-18. 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=-147(LC 8) 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=-443/33, 3-4=-2408/24, 4-5=-1959/33, 5-7=-2880/58, 7-8=-2880/58, 8-9=-2408/24, 9-10=-440/33, 2-19=-425/53, 10-12=-422/53 BOT CHORD 18-19=-84/1904, 16-18=-75/2878, 15-16=-75/2878, 13-15=0/1947, 12-13=0/1905 WEBS 4-18=0/896, 5-18=-1244/123, 5-16=0/347, 7-15=-568/154, 8-15=-123/1255, 8-13=0/315, 3-19=-2119/0, 9-12=-2122/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-3-5, Exterior(2R) 5-3-5 to 13-9-3, Interior(1) 13-9-3 to 32-1-13, Exterior(2R) 32-1-13 to 40-7-11, Interior(1) 40-7-11 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T18 Truss Type Hip Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413272 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-jYEst_YEzhqFPO36kxsF0nJzkgJmh?5gZR9lGxyS6lb Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 2021 22 23 2425 5x10 MT18HS 3x6 5x10 MT18HS 4x6 3x8 MT18HS4x10 3x6 3x6 3x6 3x6 3x6 4x10 3x8 3x8 MT18HS 4x6 6x8 6x8 7-0-47-0-4 17-7-1210-7-8 28-3-410-7-8 38-10-1210-7-8 45-11-07-0-4 -0-11-0 0-11-0 7-0-4 7-0-4 14-11-14 7-11-10 22-11-8 7-11-10 30-11-2 7-11-10 38-10-12 7-11-10 45-11-0 7-0-4 46-10-0 0-11-0 1-1-05-9-31-1-05-9-38.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-8,0-1-12], [9:0-6-8,0-1-12], [10:0-3-8,Edge], [12:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.65 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.63 0.15 (loc) 15-16 15-16 12 l/defl >999 >870 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 175 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-18,7-13,2-19,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-4 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-13 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=-118(LC 8) 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=-2530/52, 3-4=-2017/59, 4-6=-3608/97, 6-7=-3607/97, 7-9=-2017/59, 9-10=-2530/52, 2-19=-1828/23, 10-12=-1828/23 BOT CHORD 18-19=-146/437, 16-18=-151/3391, 15-16=-155/3831, 13-15=-109/3390, 12-13=-103/368 WEBS 3-18=0/959, 4-18=-1723/158, 4-16=0/565, 6-16=-347/104, 6-15=-348/104, 7-15=0/566, 7-13=-1723/158, 9-13=0/959, 2-18=-71/1679, 10-13=-75/1677 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-9-5, Exterior(2R) 2-9-5 to 11-3-3, Interior(1) 11-3-3 to 34-7-13, Exterior(2R) 34-7-13 to 43-1-11, Interior(1) 43-1-11 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) The Fabrication Tolerance at joint 2 = 4%, joint 10 = 4% 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T19 Truss Type Roof Special Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413273 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BknE4KZsk_y61YeJHeNUZ_r5X4bUQOqpo5vIoOyS6la Scale = 1:86.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 8x8 6x10 4x6 6x6 3x8 MT18HS 3x4 5x10 MT18HS 3x8 MT18HS6x6 6x16 6x10 4x6 4x6 4x10 10x10 10x10 9-11-119-11-11 16-7-06-7-5 27-10-1411-3-14 39-2-1311-3-14 45-11-06-8-3 -0-11-0 0-11-0 8-3-8 8-3-8 9-11-11 1-8-3 16-7-0 6-7-5 24-1-10 7-6-10 31-8-3 7-6-10 39-2-13 7-6-10 45-11-0 6-8-3 46-10-0 0-11-0 0-11-85-5-64-6-76-5-61-1-01-0-05-6-76.50 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-4], [12:Edge,0-7-4], [15:0-1-3,0-2-0], [17:0-8-0,0-2-12], [19:0-2-8,0-1-8] 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-S 0.95 0.93 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -1.03 -0.20 (loc) 15-16 15-16 20 l/defl >999 >532 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 223 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 5-16: 2x3 SPF No.2, 17-18: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-19,15-17,8-13,3-20: 2x4 SPF No.2, 2-20: 2x6 SP 2400F 2.0E 10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-6 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-19. WEBS 1 Row at midpt 4-19, 8-13, 3-20 REACTIONS. (size)12=0-3-8, 20=0-3-8 Max Horz 12=117(LC 9) Max Uplift 12=-90(LC 11), 20=-6(LC 11) Max Grav 12=1885(LC 1), 20=1891(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1172/139, 3-4=-3865/142, 4-5=-4632/223, 5-6=-4604/223, 6-8=-3825/177, 8-9=-2053/145, 9-10=-2566/124, 2-20=-848/136, 10-12=-1830/118 BOT CHORD 19-20=-21/2424, 17-19=-44/3380, 5-17=-460/121, 15-16=0/332, 13-15=-164/3466, 12-13=-126/398 WEBS 3-19=-84/3066, 4-19=-2689/195, 4-17=-138/1522, 15-17=-230/3992, 6-17=0/359, 6-15=-774/129, 8-15=0/658, 8-13=-1720/146, 9-13=0/971, 3-20=-1839/38, 10-13=-25/1676 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-3-8, Exterior(2R) 5-3-8 to 8-3-8, Exterior(2E) 8-3-8 to 9-11-11, Interior(1) 9-11-11 to 36-2-13, Exterior(2R) 36-2-13 to 42-2-13, Interior(1) 42-2-13 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 12 and 6 lb uplift at joint 20. 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T20 Truss Type COMMON Qty 4 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413274 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fxLdIgaUUI4zfiDVrMuj6COMfU3L93kz1lesKqyS6lZ Scale = 1:35.4 1 2 3 4 5 8 7 6 9 10 11 12 12x12 5x8 4x8 12x12 8-3-88-3-8 16-7-08-3-8 -0-11-0 0-11-0 8-3-8 8-3-8 16-7-0 8-3-8 17-6-0 0-11-0 0-11-85-5-60-11-86.50 12 Plate Offsets (X,Y)-- [6:0-1-8,0-8-13], [7:0-4-0,0-3-0], [8:0-3-6,0-6-3] 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-AS 0.54 0.45 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=89(LC 9) Max Uplift 8=-12(LC 10), 6=-12(LC 11) Max Grav 8=714(LC 1), 6=714(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-761/48, 3-4=-761/48, 2-8=-636/85, 4-6=-636/85 BOT CHORD 7-8=0/559, 6-7=0/559 WEBS 3-7=0/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-3-8, Exterior(2R) 5-3-8 to 11-3-8, Interior(1) 11-3-8 to 14-6-0, Exterior(2E) 14-6-0 to 17-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 8 and 12 lb uplift at joint 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) 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss T21 Truss Type COMMON Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413275 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-77v?V0b6FcCqHsnhP3QyePxWYuO7uW?6GPOPsGyS6lY Scale = 1:36.7 1 2 3 4 8 7 6 5 9 10 11 12 5x10 MT18HS 6x10 6x10 3x6 3x8 8-3-88-3-8 16-7-08-3-8 -0-11-0 0-11-0 8-3-8 8-3-8 16-7-0 8-3-8 0-11-85-5-60-11-86.50 12 Plate Offsets (X,Y)-- [4:Edge,0-3-8], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.59 0.48 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.01 (loc) 6-8 6-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 60 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 2-6 REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=87(LC 7) Max Uplift 8=-11(LC 10) Max Grav 8=717(LC 1), 5=650(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-786/44, 3-4=-781/42, 2-8=-642/77, 4-5=-574/49 BOT CHORD 6-8=-153/530, 5-6=-72/441 WEBS 3-6=0/331, 4-6=-24/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-3-8, Exterior(2R) 5-3-8 to 11-3-8, Interior(1) 11-3-8 to 13-5-4, Exterior(2E) 13-5-4 to 16-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 4 = 0%, joint 2 = 0%, joint 4 = 0%, joint 8 = 0% 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 11 lb uplift at joint 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413276 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bJTNjMbk0vKgu0MuymxBBdTlpIq?d_tGU37yPiyS6lX Scale = 1:17.8 1 2 3 4 6 5 7 3x4 3x4 3x4 3x8 2-6-02-6-0 5-0-02-6-0 -0-11-0 0-11-0 4-2-0 4-2-0 5-0-0 0-10-0 0-11-03-0-06.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-8] 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-R 0.37 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 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, 6=0-3-8 Max Horz 6=80(LC 26) Max Uplift 5=-47(LC 5), 6=-18(LC 8) Max Grav 5=260(LC 1), 6=273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left 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 47 lb uplift at joint 5 and 18 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 85 lb up at 4-2-0 on top chord, and 56 lb down at 4-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=-61(B) 7=-31(B) October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 17 Estates at Towne Meadow Job Reference (optional) I48413277 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Yib781d?YXaO8JWG4BzfG2YyV5PK5fDZyNc3TbyS6lV Scale = 1:69.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9161718192021222324252627 3x4 4x6 3x6 12x18 MT18HS 4x6 4x8 8x8 8x8 5x6 3x6 3x8 6x6 3x4 6-7-26-7-2 12-10-136-3-10 20-9-117-10-14 20-9-120-0-1 25-0-44-2-8 30-5-05-4-12 -0-11-0 0-11-0 6-7-2 6-7-2 12-10-13 6-3-10 19-11-0 7-0-3 25-0-4 5-1-4 30-5-0 5-4-12 1-3-012-0-03-3-012-0-010.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-0], [10:0-3-0,0-3-12], [13:0-2-0,0-4-12], [14:0-3-8,0-4-8], [15:Edge,0-10-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.51 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.01 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 811 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-13,5-13,6-13,6-11,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 11=0-3-8, 9=0-3-8 Max Horz 15=245(LC 33) Max Grav 15=7927(LC 21), 11=15593(LC 1), 9=4837(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-9436/0, 4-5=-5608/0, 5-6=-4248/0, 6-7=-102/256, 7-8=-1677/0, 2-15=-7124/0, 8-9=-1780/0 BOT CHORD 14-15=-298/1136, 13-14=0/7139, 11-13=0/418, 10-11=0/1220 WEBS 4-14=0/4980, 4-13=-4107/0, 5-13=0/3138, 6-13=0/7516, 6-11=-6943/0, 7-11=-2697/0, 7-10=0/3156, 2-14=0/6078, 8-10=0/1276 NOTES- 1) 4-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 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) This truss 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) 2565 lb down and 597 lb up at 4-3-8, 1793 lb down at 6-2-12, 1793 lb down at 8-2-12, 1793 lb down at 10-2-12, 1793 lb down at 12-2-12, 1793 lb down at 14-2-12, 1793 lb down at 16-2-12, 1793 lb down at 18-2-12, 1793 lb down at 20-2-0, 1793 lb down at 22-2-0, 1789 lb down at 24-1-4, 1789 lb down at 26-1-4, and 1789 lb down at 28-1-4, and 1801 lb down at 30-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 17 Estates at Towne Meadow Job Reference (optional) I48413277 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:35 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-0u9WLNedJqiFlT5TevUupF57FVlZq6TiA1Md?1yS6lU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 12=-1793(F) 9=-1801(F) 16=-2565(F) 17=-1793(F) 18=-1793(F) 19=-1793(F) 20=-1793(F) 21=-1793(F) 22=-1793(F) 23=-1793(F) 24=-1793(F) 25=-1789(F) 26=-1789(F) 27=-1789(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 17_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413278 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QTqezPgVcl4qcxq1J12bQujefih61bt8t?aHcMyS6lR Scale = 1:74.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 89 15 14 13 12 11 10 71 72 73 74 75 7677 5x10 MT18HS 4x6 5x10 MT18HS 6x6 3x6 3x4 3x8 3x4 4x10 4x6 3x6 5x6 6-7-26-7-2 12-10-136-3-10 19-11-07-0-3 30-5-010-6-0 -0-11-0 0-11-0 6-7-2 6-7-2 12-10-13 6-3-10 19-11-0 7-0-3 25-0-4 5-1-4 30-5-0 5-4-12 31-4-0 0-11-0 1-3-012-0-03-3-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-1-8], [3:0-3-0,0-3-0], [5:0-5-12,0-1-0], [6:0-4-4,0-2-0], [12:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.84 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.23 0.03 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 789 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-14,8-10: 2x4 SPF-S Stud, 2-15: 2x6 SP 2400F 2.0E OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-7 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-11, 7-10 REACTIONS. (size)15=0-3-8, 10=0-3-8 Max Horz 15=251(LC 35) Max Uplift 15=-31(LC 8), 10=-189(LC 9) Max Grav 15=1271(LC 25), 10=1265(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1376/68, 4-5=-1129/132, 5-6=-727/176, 6-7=-1046/181, 2-15=-1088/84, 8-10=-284/125 BOT CHORD 14-15=-106/969, 13-14=-106/969, 11-13=-68/777, 10-11=-38/700 WEBS 4-13=-301/164, 5-13=-83/389, 6-11=-87/348, 7-10=-1134/14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 15 and 189 lb uplift at joint 10. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 58 lb up at 29-0-3 on top chord, and 46 lb down and 42 lb up at 20-4-4, 46 lb down and 42 lb up at 22-4-4, 46 lb down and 42 lb up at 24-4-4, 46 lb down and 42 lb up at 26-4-4, and 46 lb down and 42 lb up at 28-4-4, and 33 lb down and 42 lb up at 29-0-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413278 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:38 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QTqezPgVcl4qcxq1J12bQujefih61bt8t?aHcMyS6lR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 8-9=-60, 10-15=-20 Concentrated Loads (lb) Vert: 72=0(B) 73=0(B) 74=0(B) 75=0(B) 76=0(B) 77=1(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 17_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 3 17 Estates at Towne Meadow Job Reference (optional) I48413279 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ufO0Blh7N3ChE4PEtkZqz5GtI67ImyQI5fKq9pyS6lQ Scale = 1:44.4 1 2 3 4 5 9 8 7 610111213141516 3x4 4x8 3x4 8x8 4x10 8x8 4x10 8x14 MT18HS 8x14 MT18HS 5-0-135-0-13 9-10-34-9-5 14-11-05-0-13 3-10-8 3-10-8 7-5-8 3-7-0 11-0-8 3-7-0 14-11-0 3-10-8 1-3-07-5-91-3-010.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-4-8], [8:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.39 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 270 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-9,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=-134(LC 25) Max Grav 9=6216(LC 1), 6=7512(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1510/0, 2-3=-6381/0, 3-4=-6470/0, 4-5=-1659/0, 1-9=-1078/0, 5-6=-1174/0 BOT CHORD 8-9=0/4676, 7-8=0/3582, 6-7=0/4748 WEBS 3-7=0/4282, 4-7=0/809, 3-8=0/4066, 2-8=0/817, 2-9=-5344/0, 4-6=-5281/0 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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) 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) 1793 lb down at 2-2-12, 1793 lb down at 4-2-12, 1793 lb down at 6-2-12, 1793 lb down at 8-2-12, 1793 lb down at 10-2-12, and 1793 lb down at 12-2-0, and 1797 lb down at 14-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 10=-1793(B) 11=-1793(B) 12=-1793(B) 13=-1793(B) 14=-1793(B) 15=-1793(B) 16=-1797(B)October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 2 17 Estates at Towne Meadow Job Reference (optional) I48413280 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-jplHRoluyvzqy?sOD?gECMWqmX6EAduAUbn9MSyS6lK Scale = 1:78.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5x6 3x6 3x4 5x6 4x10 4x6 4x6 4x6 4x6 3x6 4x6 3x6 4x6 3x6 4x6 4x6 3x6 5x6 5-5-85-5-8 15-5-29-11-10 25-4-129-11-10 35-4-69-11-10 45-7-810-3-2 -0-11-0 0-11-0 5-5-8 5-5-8 13-5-3 7-11-11 21-4-14 7-11-11 29-4-10 7-11-11 37-4-5 7-11-11 45-7-8 8-3-3 1-1-04-8-118.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.74 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.55 0.13 (loc) 15-16 15-16 12 l/defl >999 >990 n/a L/d 240 180 n/a PLATES MT20 Weight: 408 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,9-11: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-18,10-12: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-5-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-3 max.): 4-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-12 REACTIONS. (size)12=Mechanical, 2=0-3-8 Max Horz 2=118(LC 24) Max Uplift 12=-577(LC 5), 2=-490(LC 5) Max Grav 12=2585(LC 1), 2=2699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3820/750, 4-5=-3011/635, 5-7=-6183/1331, 7-8=-6725/1446, 8-10=-4779/1031, 11-12=-276/133 BOT CHORD 2-18=-677/2952, 16-18=-1379/5801, 15-16=-1639/6864, 13-15=-1507/6301, 12-13=-995/4112 WEBS 4-18=-236/1761, 5-18=-3192/827, 5-16=-19/970, 7-16=-842/339, 8-15=0/690, 8-13=-1881/562, 10-13=-137/1599, 10-12=-4598/1081 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second 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 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 lb uplift at joint 12 and 490 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 2 17 Estates at Towne Meadow Job Reference (optional) I48413280 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:46 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-B0Jgf8mWjD5ha9RanjBTla2?WxRTv48KiFWiuvyS6lJ NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 64 lb up at 3-8-4, 84 lb down and 84 lb up at 5-5-8, 89 lb down and 84 lb up at 7-8-4, 89 lb down and 84 lb up at 9-8-4, 89 lb down and 84 lb up at 11-8-4, 89 lb down and 84 lb up at 13-8-4, 89 lb down and 84 lb up at 15-8-4, 89 lb down and 84 lb up at 17-8-4, 89 lb down and 84 lb up at 19-8-4, 89 lb down and 84 lb up at 21-8-4, 89 lb down and 84 lb up at 23-8-4, 89 lb down and 84 lb up at 25-8-4, 89 lb down and 84 lb up at 27-8-4, 89 lb down and 84 lb up at 29-8-4, 89 lb down and 84 lb up at 31-8-4, 89 lb down and 84 lb up at 33-8-4, 89 lb down and 84 lb up at 35-8-4, 89 lb down and 84 lb up at 37-8-4, 89 lb down and 84 lb up at 39-8-4, and 89 lb down and 84 lb up at 41-8-4, and 89 lb down and 84 lb up at 43-8-4 on top chord, and 125 lb down and 48 lb up at 1-8-4, 36 lb down at 3-8-4, 37 lb down at 5-8-4, 37 lb down at 7-8-4, 37 lb down at 9-8-4, 37 lb down at 11-8-4, 37 lb down at 13-8-4, 37 lb down at 15-8-4, 37 lb down at 17-8-4, 37 lb down at 19-8-4, 37 lb down at 21-8-4, 37 lb down at 23-8-4, 37 lb down at 25-8-4, 37 lb down at 27-8-4, 37 lb down at 29-8-4, 37 lb down at 31-8-4, 37 lb down at 33-8-4, 37 lb down at 35-8-4, 37 lb down at 37-8-4, 37 lb down at 39-8-4, and 37 lb down at 41-8-4, and 37 lb down at 43-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-11=-60, 2-12=-20 Concentrated Loads (lb) Vert: 4=-45(B) 6=-45(B) 17=-25(B) 18=-25(B) 5=-45(B) 16=-25(B) 7=-45(B) 15=-25(B) 9=-45(B) 14=-25(B) 19=-45(B) 20=-45(B) 21=-45(B) 22=-45(B) 23=-45(B) 24=-45(B) 25=-45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=-45(B) 33=-45(B) 34=-45(B) 35=-125(B) 36=-24(B) 37=-25(B) 38=-25(B) 39=-25(B) 40=-25(B) 41=-25(B) 42=-25(B) 43=-25(B) 44=-25(B) 45=-25(B) 46=-25(B) 47=-25(B) 48=-25(B) 49=-25(B) 50=-25(B) 51=-25(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 17_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413281 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fCt2sUn8UWDYBJ0mLQiiInbMOLyLemaTxvGFRLyS6lI Scale = 1:13.6 1 2 3 4 6 5 7 8 9 3x4 3x4 3x4 3x4 3x4 1-1-31-1-3 4-2-03-0-13 -0-11-0 0-11-0 1-1-3 1-1-3 4-2-0 3-0-13 1-3-02-2-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 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, 6=0-3-8 Max Horz 6=58(LC 5) Max Uplift 5=-28(LC 5), 6=-22(LC 8) Max Grav 5=145(LC 22), 6=223(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left 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 28 lb uplift at joint 5 and 22 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 14 lb up at 1-1-3, and 44 lb down and 24 lb up at 2-3-8 on top chord, and 5 lb down and 9 lb up at 1-1-3, and 8 lb down and 11 lb up at 2-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 8=6(F) 9=2(F) October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 17 Estates at Towne Meadow Job Reference (optional) I48413282 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-4nZAUWp1nRb72nkL0YFPvQDk4Ym9ruDvdsUv1gyS6lF Scale = 1:83.6 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 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5x6 5x6 3x6 5x8 8x8 4x6 4x6 4x6 5x6 5x12 4x6 6x8 8x16 3x12 2x4 5x12 2x4 4x10 4x6 6-8-16-8-1 13-0-106-4-9 16-7-03-6-6 25-0-38-5-3 33-3-108-3-7 41-8-138-5-3 45-11-04-2-3 -0-11-0 0-11-0 8-3-8 8-3-8 13-0-10 4-9-2 16-7-0 3-6-6 25-0-3 8-5-3 33-3-10 8-3-7 41-8-13 8-5-3 45-11-0 4-2-3 46-10-0 0-11-0 0-11-85-5-62-10-76-5-61-1-01-0-03-10-76.50 12 8.00 12 Plate Offsets (X,Y)-- [9:0-6-4,0-2-4], [16:0-3-8,0-3-0], [18:0-10-4,0-6-12], [22:Edge,0-5-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.95 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.50 -0.94 0.14 (loc) 17 17 11 l/defl >999 >585 n/a L/d 240 180 n/a PLATES MT20 Weight: 455 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7,7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 5-17: 2x4 SPF No.2, 18-21: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 16-18,6-18,6-14,9-14,2-22: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 2-8-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-5 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20 REACTIONS. (size)22=0-3-8, 11=0-3-8 Max Horz 22=97(LC 7) Max Uplift 22=-258(LC 9), 11=-592(LC 9) Max Grav 22=2018(LC 1), 11=2154(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3108/525, 3-4=-2222/374, 4-5=-7413/1521, 5-6=-9170/2137, 6-8=-5591/1647, 8-9=-5591/1646, 9-11=-3050/893, 2-22=-1933/286 BOT CHORD 20-22=-247/864, 19-20=-1410/7362, 18-19=-2031/9263, 5-18=-238/908, 16-17=-217/994, 14-16=-1762/6810, 13-14=-641/2346, 11-13=-643/2342 WEBS 3-20=-374/2179, 4-20=-5829/1309, 4-19=-285/894, 5-19=-2249/761, 16-18=-1562/5882, 6-18=-288/2445, 6-16=-702/290, 6-14=-1323/230, 8-14=-604/329, 9-14=-984/3511, 9-13=0/278, 2-20=-290/1893 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 22 and 592 lb uplift at joint 11. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 17 Estates at Towne Meadow Job Reference (optional) I48413282 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:50 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-4nZAUWp1nRb72nkL0YFPvQDk4Ym9ruDvdsUv1gyS6lF NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 65 lb up at 17-10-4, 71 lb down and 65 lb up at 19-10-4, 71 lb down and 65 lb up at 21-10-4, 71 lb down and 65 lb up at 23-10-4, 71 lb down and 65 lb up at 25-10-4, 71 lb down and 65 lb up at 27-10-4, 71 lb down and 65 lb up at 29-10-4, 71 lb down and 65 lb up at 31-10-4, 71 lb down and 65 lb up at 33-10-4, 71 lb down and 65 lb up at 35-10-4, 71 lb down and 65 lb up at 37-10-4, and 71 lb down and 65 lb up at 39-10-4, and 130 lb down and 121 lb up at 41-8-13 on top chord, and 26 lb down and 19 lb up at 17-10-4, 26 lb down and 19 lb up at 19-10-4, 26 lb down and 19 lb up at 21-10-4, 26 lb down and 19 lb up at 23-10-4, 26 lb down and 19 lb up at 25-10-4, 26 lb down and 19 lb up at 27-10-4, 26 lb down and 19 lb up at 29-10-4, 26 lb down and 19 lb up at 31-10-4, 26 lb down and 19 lb up at 33-10-4, 26 lb down and 19 lb up at 35-10-4, 26 lb down and 19 lb up at 37-10-4, and 26 lb down and 19 lb up at 39-10-4, and 61 lb down and 39 lb up at 41-8-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-9=-60, 9-12=-60, 18-22=-20, 11-17=-20 Concentrated Loads (lb) Vert: 9=-50(F) 15=-11(F) 13=-30(F) 23=-15(F) 24=-15(F) 25=-15(F) 26=-15(F) 27=-15(F) 28=-15(F) 29=-15(F) 30=-15(F) 31=-15(F) 32=-15(F) 33=-15(F) 34=-15(F) 35=-11(F) 36=-11(F) 37=-11(F) 38=-11(F) 39=-11(F) 40=-11(F) 41=-11(F) 42=-11(F) 43=-11(F) 44=-11(F) 45=-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 17_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type Hip Girder Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413283 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-09gxvBrHJ3rrI4uk7zIt?rI3bMceJ?iC5Az06YyS6lD Scale = 1:30.0 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 16 4x8 4x6 3x8 3x4 4x6 2x4 3x6 3x8 3x4 5-1-145-1-14 11-5-26-3-5 16-7-05-1-14 -0-11-0 0-11-0 5-1-14 5-1-14 11-5-2 6-3-5 16-7-0 5-1-14 17-6-0 0-11-0 0-11-83-9-00-11-83-9-06.50 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [5:0-3-8,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.24 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 0.01 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-0-2, Right 2x4 SPF-S Stud 3-0-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins, except 2-0-0 oc purlins (4-8-7 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 7=0-3-8 Max Horz 2=46(LC 26) Max Uplift 2=-176(LC 8), 7=-176(LC 9) Max Grav 2=782(LC 1), 7=782(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1045/308, 4-5=-831/288, 5-7=-1044/307 BOT CHORD 2-11=-243/835, 9-11=-242/842, 7-9=-213/825 WEBS 4-11=0/270, 5-9=0/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 2 and 176 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 89 lb up at 5-1-14, 69 lb down and 61 lb up at 6-3-8, 69 lb down and 61 lb up at 8-3-8, and 69 lb down and 61 lb up at 10-3-8, and 100 lb down and 87 lb up at 11-5-2 on top chord, and 45 lb down and 31 lb up at 5-1-14, 24 lb down and 19 lb up at 6-3-8, 24 lb down and 19 lb up at 8-3-8, and 24 lb down and 19 lb up at 10-3-8, and 45 lb down and 31 lb up at 11-5-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 2-7=-20 Continued on page 2 October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type Hip Girder Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413283 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:52 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-09gxvBrHJ3rrI4uk7zIt?rI3bMceJ?iC5Az06YyS6lD LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-18(F) 5=-18(F) 10=-9(F) 11=-16(F) 9=-16(F) 12=-11(F) 13=-11(F) 14=-11(F) 15=-9(F) 16=-9(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 17_ESTATES_AT_TOWNE_~W Truss V01 Truss Type Valley Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413284 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-09gxvBrHJ3rrI4uk7zIt?rIAcMevJ0TC5Az06YyS6lD Scale: 3/8"=1' 1 2 3 4 5 8 7 6 9 10 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 12-0-212-0-2 12-0-2 12-0-2 0-0-45-0-10-0-410.00 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-S 0.32 0.10 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-0-2. (lb) - Max Horz 1=-85(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=302(LC 17), 6=301(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 8-7-9, Exterior(2E) 8-7-9 to 11-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V02 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413285 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-UMEJ7Xsv4MzivETwhhp6X2rGClxU2U9MJqjae?yS6lC Scale = 1:24.9 1 2 3 4 5 6 3x4 3x4 3x4 2x4 8-9-128-9-12 4-4-14 4-4-14 8-9-12 4-4-14 0-0-43-8-10-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.27 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-9-12, 3=8-9-12, 4=8-9-12 Max Horz 1=-61(LC 8) Max Uplift 1=-15(LC 11), 3=-22(LC 11) Max Grav 1=187(LC 1), 3=187(LC 1), 4=284(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 5-6-5, Exterior(2E) 5-6-5 to 8-6-5 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, 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V03 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413286 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-yYohKtsXrg5ZXO26FOKL4GNXw9KLnwzVYUS7ARyS6lB Scale = 1:16.7 1 2 3 4 3x4 3x4 3x4 2x4 5-7-55-7-5 2-9-11 2-9-11 5-7-5 2-9-11 0-0-42-4-10-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.10 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-5, 3=5-7-5, 4=5-7-5 Max Horz 1=-38(LC 6) Max Uplift 1=-9(LC 11), 3=-14(LC 11) Max Grav 1=114(LC 1), 3=114(LC 1), 4=174(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V04 Truss Type Valley Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413287 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QkM3YDtAc_DQ9YdJp6racTwlNZhBWNZen8CgjtyS6lA Scale = 1:7.8 1 2 3 3x4 3x4 3x4 0-0-50-0-5 2-4-152-4-10 1-2-7 1-2-7 2-4-15 1-2-7 0-0-41-0-10-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-0,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-4-5, 3=2-4-5 Max Horz 1=-14(LC 6) Max Grav 1=73(LC 1), 3=73(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V05 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413288 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-uxwSlZuoNHMHmiCVMpMp9hTtIz_LFnPo0oxEFJyS6l9 Scale = 1:73.8 1 2 3 4 5 6 7 8 910 18 17 16 15 14 13 12 11 19 20 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 26-0-026-0-0 11-11-14 11-11-14 26-0-0 14-0-2 2-3-512-3-40-7-210.00 12 Plate Offsets (X,Y)-- [7:0-2-0,Edge], [10:Edge,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-S 0.21 0.20 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 *Except* 10-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-14: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-6 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 4-14, 3-16, 5-13 REACTIONS.All bearings 26-0-0. (lb) - Max Horz 18=-233(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 14, 16, 13, 12 except 17=-108(LC 10), 11=-104(LC 11), 10=-174(LC 7) Max Grav All reactions 250 lb or less at joint(s) 18, 10 except 14=397(LC 19), 16=337(LC 17), 17=358(LC 17), 13=337(LC 18), 12=349(LC 18), 11=300(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-233/298, 4-5=-232/319, 5-6=-237/253, 6-8=-261/247, 8-10=-303/276 WEBS 4-14=-338/158, 3-16=-262/145, 2-17=-269/157, 5-13=-259/145, 6-12=-266/149 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 8-11-14, Exterior(2R) 8-11-14 to 14-11-14, Interior(1) 14-11-14 to 23-0-0, Exterior(2E) 23-0-0 to 26-0-0 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) 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) 18, 14, 16, 13, 12 except (jt=lb) 17=108, 11=104, 10=174. 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V06 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413289 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-M7UqzvvQ7bU7OrnhwWt2iu?_GNKT_CgxEShnnmyS6l8 Scale = 1:66.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x4 3x4 3x6 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-1-625-1-6 11-11-14 11-11-14 25-1-6 13-1-8 0-11-510-11-40-0-410.00 12 Plate Offsets (X,Y)-- [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.20 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 *Except* 8-12: 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 25-1-6. (lb) - Max Horz 15=-198(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 15, 13, 10, 8 except 14=-119(LC 10), 9=-118(LC 11) Max Grav All reactions 250 lb or less at joint(s) 15, 8 except 11=329(LC 19), 13=337(LC 17), 14=364(LC 17), 10=319(LC 18), 9=421(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-210/261 WEBS 4-11=-266/126, 3-13=-264/148, 2-14=-272/163, 5-10=-252/141, 7-9=-300/168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 8-11-14, Exterior(2R) 8-11-14 to 14-11-14, Interior(1) 14-11-14 to 21-9-3, Exterior(2E) 21-9-3 to 24-9-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 13, 10, 8 except (jt=lb) 14=119, 9=118. 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V07 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413290 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-rJ2CAFv2uvc_0?MtUEPHE6YETmgSjhk5T6QLKCyS6l7 Scale = 1:62.1 1 2 3 4 5 6 7 13 1211 10 9 8 14 15 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-0-923-0-9 11-6-4 11-6-4 23-0-9 11-6-4 0-0-49-7-40-0-410.00 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-S 0.16 0.15 0.23 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: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-0-9. (lb) - Max Horz 1=167(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 8 except 11=-102(LC 10), 9=-104(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=353(LC 17), 13=323(LC 17), 9=351(LC 18), 8=323(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-271/153, 5-9=-271/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-6-4, Interior(1) 3-6-4 to 8-6-4, Exterior(2R) 8-6-4 to 14-6-4, Interior(1) 14-6-4 to 19-6-4, Exterior(2E) 19-6-4 to 22-7-11 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, 13, 8 except (jt=lb) 11=102, 9=104. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V08 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413291 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:09:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-JWbaNawgfCkre9w42xwWnJ5P7A0AS8_EimAuseyS6l6 Scale = 1:51.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-10-219-10-2 9-11-1 9-11-1 19-10-2 9-11-1 0-0-48-3-40-0-410.00 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-S 0.17 0.19 0.23 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: 65 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. REACTIONS.All bearings 19-10-2. (lb) - Max Horz 1=-142(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 8 except 11=-110(LC 10), 9=-107(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=366(LC 17), 12=266(LC 17), 9=360(LC 18), 8=269(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-283/159, 5-9=-277/156 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 6-11-1, Exterior(2R) 6-11-1 to 12-11-1, Interior(1) 12-11-1 to 16-5-5, Exterior(2E) 16-5-5 to 19-5-5 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, 7, 12, 8 except (jt=lb) 11=110, 9=107. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V09 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413292 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:10:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ni9ybwxIQWsiFJVGbfRlJXdZWaLEBcWNwQvRO5yS6l5 Scale = 1:45.7 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-7-1216-7-12 8-3-14 8-3-14 16-7-12 8-3-14 0-0-46-11-40-0-410.00 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-S 0.19 0.20 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-7-12. (lb) - Max Horz 1=119(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 9=-116(LC 10), 6=-114(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=391(LC 17), 6=389(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-299/164, 4-6=-291/162 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-3-14, Exterior(2R) 5-3-14 to 11-3-14, Interior(1) 11-3-14 to 13-2-14, Exterior(2E) 13-2-14 to 16-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 9 and 114 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V10 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413293 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:10:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-FujLoGywBq_ZtT4S9My?skAjU_j2w4JX94f?wXyS6l4 Scale = 1:35.7 1 2 3 4 5 8 7 6 9 10 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 13-5-513-5-5 6-8-11 6-8-11 13-5-5 6-8-11 0-0-45-7-40-0-410.00 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-S 0.31 0.10 0.11 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-5-5. (lb) - Max Horz 1=-95(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=315(LC 17), 6=315(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 3-8-11, Exterior(2R) 3-8-11 to 9-8-11, Interior(1) 9-8-11 to 10-0-12, Exterior(2E) 10-0-12 to 13-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V11 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413294 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:10:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-j5Hj0czZy76QVdffj4TEPyjqtO1ofXzgOkOYTzyS6l3 Scale = 1:27.7 1 2 3 4 5 6 3x4 5x6 3x4 2x4 10-2-1510-2-15 5-1-8 5-1-8 10-2-15 5-1-8 0-0-44-3-40-0-410.00 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-S 0.52 0.19 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 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=10-2-15, 3=10-2-15, 4=10-2-15 Max Horz 1=-71(LC 6) Max Uplift 1=-7(LC 10), 3=-14(LC 11) Max Grav 1=199(LC 1), 3=199(LC 1), 4=361(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 6-10-6, Exterior(2E) 6-10-6 to 9-10-6 zone; cantilever left and right exposed ; end 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V12 Truss Type GABLE Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413295 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:10:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BHr5DyzBjREH6mErHn_Tx9F2NnORO?0qdO85?PyS6l2 Scale = 1:20.4 1 2 3 43x4 3x4 3x4 2x4 7-0-97-0-9 3-6-4 3-6-4 7-0-9 3-6-4 0-0-42-11-40-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.17 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 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=7-0-9, 3=7-0-9, 4=7-0-9 Max Horz 1=-48(LC 6) Max Uplift 1=-12(LC 11), 3=-18(LC 11) Max Grav 1=147(LC 1), 3=147(LC 1), 4=223(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V13 Truss Type Valley Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413296 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:10:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fTPTRI_pUlM8kwp1qUViUNoHHBmb7Sbzr2tfXsyS6l1 Scale = 1:10.8 1 2 3 4 3x4 3x4 3x4 2x4 0-0-50-0-5 3-10-23-9-13 1-11-1 1-11-1 3-10-2 1-11-1 0-0-41-7-40-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-9-9, 3=3-9-9, 4=3-9-9 Max Horz 1=-24(LC 6) Max Uplift 1=-6(LC 11), 3=-9(LC 11) Max Grav 1=74(LC 1), 3=74(LC 1), 4=113(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. October 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 17_ESTATES_AT_TOWNE_~W Truss V14 Truss Type Valley Qty 1 Ply 1 17 Estates at Towne Meadow Job Reference (optional) I48413297 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 18 17:10:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fTPTRI_pUlM8kwp1qUViUNo56Be77Sozr2tfXsyS6l1 Scale = 1:12.9 1 2 3 3x4 3x4 3x4 5-9-12 5-9-12 0-0-41-11-44.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.86 0.52 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-9-0, 3=5-9-0 Max Horz 1=52(LC 7) Max Uplift 1=-6(LC 6), 3=-14(LC 10) Max Grav 1=201(LC 1), 3=201(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. October 19,2021 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