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HomeMy WebLinkAboutI44621776.37_Estates_at_Towne_Meadow16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). February 2,2021 Liu, Xuegang Pages or sheets covered by this seal: I44621776 thru I44621858 My license renewal date for the state of Indiana is July 31, 2022. 37_Estates_at_Towne_Meadow 37 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621776 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:53:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-VsosuM3Tjc_joSosGw0Dn9CWcJkqclqA0Y3vHrzpTiM 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 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.20 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 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=-28(LC 4), 3=-71(LC 8) Max Grav 5=303(LC 1), 3=134(LC 1), 4=107(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/55 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 28 lb uplift at joint 5 and 71 lb uplift at joint 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) 53 lb down and 19 lb up at 1-6-0, and 51 lb down and 16 lb up at 2-0-6, and 53 lb down and 46 lb up at 4-6-12 on top chord, and 2 lb down and 2 lb up at 1-6-0, and 8 lb down and 11 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=2(B) February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621777 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-z2ME5i46Uv6aQcN2qdXSJMkgAi4KLC3KFCoTqIzpTiL Scale = 1:22.6 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 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.25 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 >975 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 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=83(LC 8) Max Uplift 5=-16(LC 8), 3=-100(LC 8), 4=-4(LC 8) Max Grav 5=313(LC 1), 3=152(LC 31), 4=116(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-269/41 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 16 lb uplift at joint 5, 100 lb uplift at joint 3 and 4 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 38 lb up at 1-10-9, and 55 lb down and 32 lb up at 2-2-5, and 64 lb down and 71 lb up at 4-11-11 on top chord, and 6 lb down and 10 lb up at 1-10-9, and 12 lb down and 17 lb up at 2-2-5, and 26 lb down and 16 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=-24(B) 4=-13(B) 8=1(F) 9=2(B) February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621778 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-REwcJ24kFDER1myENL2hsaHrU6Pt4fJTTsY0MkzpTiK Scale = 1:21.9 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 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.36 0.29 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 >775 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 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=-80(LC 8) Max Grav 5=332(LC 1), 3=130(LC 1), 4=100(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-281/70 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 41 lb uplift at joint 5 and 80 lb uplift at joint 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) 62 lb down and 34 lb up at 1-9-1, and 37 lb down and 77 lb up at 2-0-6, and 60 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 13 lb down and 18 lb up at 2-0-6, and 17 lb down and 17 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=26(F) 8=3(F=2, B=0) 9=0(F) February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621779 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-vRU_WO5M0XMIfvXRx2ZwPnq0FWl7p6ZdiWHauAzpTiJ Scale = 1:21.9 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 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.36 0.29 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 >776 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 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=-78(LC 8) Max Grav 5=331(LC 1), 3=130(LC 1), 4=100(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-280/71 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 42 lb uplift at joint 5 and 78 lb uplift at joint 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) 62 lb down and 34 lb up at 1-9-1, and 36 lb down and 80 lb up at 1-11-7, and 60 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 14 lb down and 18 lb up at 1-11-7, and 16 lb down and 16 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=27(B) 8=3(F=0, B=2) 9=0(B) February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621780 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Nd2Nkk6_nqV9H36dVm49x?MFxw9QYZqmxA17QdzpTiI Scale = 1:29.7 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-010-11-0 -1-0-0 1-0-0 5-5-8 5-5-8 10-11-0 5-5-8 11-11-0 1-0-0 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 0.11 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -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=-100(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) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 2-5-8, Corner(3R) 2-5-8 to 8-5-8, Exterior(2N) 8-5-8 to 8-11-0, Corner(3E) 8-11-0 to 11-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621781 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-rpclx37cY8d0uDhp3TbOUCvOCKVIH?3vAqmgz3zpTiH Scale = 1:15.1 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x4 3x4 3x4 3x4 -1-0-0 1-0-0 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 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 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=-8(LC 10), 4=-27(LC 7) Max Grav 5=161(LC 1), 4=65(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621782 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-K0978P7EISltWNG0cB6d0QSaWjp80P53OUWEVVzpTiG Scale = 1:66.8 Sheet Back Full Sheathing1 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 3x6 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 -1-0-0 1-0-0 9-11-8 9-11-8 19-11-0 9-11-8 20-11-0 1-0-0 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 -0.01 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=191(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=-222(LC 6), 20=-177(LC 7), 36=-233(LC 7), 21=-200(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 32, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 except 37=299(LC 18), 20=262(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-124/263, 10-11=-124/263 WEBS 10-28=-269/100 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) -1-0-0 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 17-11-0, Corner(3E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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=222, 20=177, 36=233, 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621783 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-GOHtZ59Vq3?alhPOkc956rXwdXWvUIyMso?KZOzpTiE 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 -1-0-0 1-0-0 7-5-8 7-5-8 14-11-0 7-5-8 15-11-0 1-0-0 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 0.13 0.06 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 209 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=-153(LC 8) 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=-253/71 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) -1-0-0 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 15-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J01 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621784 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-kbrGnRA7bN7RNq_aIJgKe2462xseDp2V4Sku6qzpTiD Scale = 1:11.2 1 2 5 3 43x4 3x4 1-5-121-5-12 -1-0-0 1-0-0 1-5-12 1-5-12 0-11-01-7-141-3-31-7-146.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-12 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=29(LC 7) Max Uplift 5=-5(LC 10), 3=-15(LC 10) Max Grav 5=148(LC 1), 3=18(LC 1), 4=25(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J02 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621785 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-kbrGnRA7bN7RNq_aIJgKe246TxsNDp2V4Sku6qzpTiD Scale = 1:12.3 1 2 5 3 43x4 3x4 1-2-11-2-1 -1-0-0 1-0-0 1-2-1 1-2-1 1-1-01-10-61-5-31-10-68.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-1 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=-16(LC 10), 4=-6(LC 10) Max Grav 5=143(LC 1), 3=10(LC 8), 4=19(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J03 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621786 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-CnPe_nAlMgFI?_Znr0BZBGcGfLB3yGIeJ6UReGzpTiC Scale = 1:17.4 1 2 5 3 4 3x4 3x4 2-8-12-8-1 -1-0-0 1-0-0 2-8-1 2-8-1 1-1-02-10-62-5-32-10-68.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 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 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 2-8-1 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=56(LC 10) Max Uplift 3=-38(LC 10) Max Grav 5=181(LC 1), 3=66(LC 17), 4=48(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J04 Truss Type Jack-Open Qty 2 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621787 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-gzz0C7BN7_N9c88zPkiojT9SRkYyhjYoYmD?AjzpTiB Scale = 1:12.5 1 2 5 3 43x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-11-01-11-01-6-51-11-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=33(LC 10) Max Uplift 5=-3(LC 10), 3=-22(LC 10) Max Grav 5=161(LC 1), 3=39(LC 1), 4=35(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J05 Truss Type Jack-Open Qty 2 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621788 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-8AXOPTC?uIV0EIj9zRD1Ghibj8u4QAoxnQzYj9zpTiA Scale = 1:12.3 1 2 5 3 4 3x4 3x4 1-4-151-4-5 -1-11-5 1-11-5 1-4-15 1-4-15 1-3-01-10-41-5-131-10-45.15 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-9 Max Horz 5=37(LC 7) Max Uplift 3=-46(LC 1), 4=-4(LC 7), 5=-38(LC 6) Max Grav 3=12(LC 6), 4=21(LC 3), 5=272(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J08 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621789 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-8AXOPTC?uIV0EIj9zRD1GhiTQ8qPQAoxnQzYj9zpTiA 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J09 Truss Type Jack-Open Qty 5 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621790 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-cM4mcpDdfbdtsSIMX9lGpuEelY9V9d25?4i5FbzpTi9 Scale = 1:25.5 1 2 5 3 4 5x10 MT18HS 4x8 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 3-1-04-5-08.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.74 0.29 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: 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=161(LC 1), 4=58(LC 8), 3=60(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J10 Truss Type Jack-Open Qty 20 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621791 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-cM4mcpDdfbdtsSIMX9lGpuEjJYAa9d25?4i5FbzpTi9 Scale = 1:26.7 1 2 5 3 4 4x6 3x6 4-2-04-2-0 -1-0-0 1-0-0 4-2-0 4-2-0 1-3-04-8-114-2-144-8-1110.00 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 0.39 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 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=106(LC 10) Max Uplift 3=-74(LC 10) Max Grav 5=235(LC 1), 3=116(LC 17), 4=77(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J11 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621792 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-5Ye9q8EFQvlkTctY4sGVL6nyQyZSu4HEEkSfn1zpTi8 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 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.05 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-13 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=-9(LC 10), 3=-16(LC 10), 4=-1(LC 7) Max Grav 5=221(LC 1), 3=7(LC 8), 4=29(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J12 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621793 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-5Ye9q8EFQvlkTctY4sGVL6ny4yZPu4HEEkSfn1zpTi8 Scale = 1:13.9 1 2 5 3 43x4 3x4 1-7-81-7-8 -1-0-0 1-0-0 1-7-8 1-7-8 1-1-02-2-01-8-132-2-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 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=38(LC 10) Max Uplift 3=-24(LC 10), 4=-2(LC 10) Max Grav 5=151(LC 1), 3=30(LC 17), 4=28(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J13 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621794 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ZlCX1UEuBDtb5lSkeankuJK7nMvZdXXOTOBCJUzpTi7 Scale = 1:14.5 1 2 5 3 43x4 3x4 1-9-131-9-13 -1-0-0 1-0-0 1-9-13 1-9-13 1-1-02-3-90-5-31-10-52-3-88.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-13 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=41(LC 10) Max Uplift 3=-27(LC 10), 4=-1(LC 10) Max Grav 5=156(LC 1), 3=38(LC 17), 4=32(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J14 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621795 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ZlCX1UEuBDtb5lSkeankuJK6nMuAdXXOTOBCJUzpTi7 Scale = 1:14.8 1 2 5 3 43x4 3x6 1-3-131-3-13 -1-0-0 1-0-0 1-3-13 1-3-13 1-3-02-4-310.00 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 0.20 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-13 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=42(LC 7) Max Uplift 3=-27(LC 10), 4=-11(LC 10) Max Grav 5=145(LC 1), 3=19(LC 17), 4=22(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J15 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621796 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-1xmvFqFWyW?Sjv1xCHIzQXsFIlDQM_nXh2xmswzpTi6 Scale = 1:21.6 1 2 5 3 4 3x6 3x6 2-11-12-11-1 -1-0-0 1-0-0 2-11-1 2-11-1 1-3-03-8-33-2-63-8-310.00 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 0.28 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 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=77(LC 10) Max Uplift 3=-54(LC 10), 4=-1(LC 10) Max Grav 5=190(LC 1), 3=78(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J16 Truss Type Jack-Open Qty 12 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621797 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-1xmvFqFWyW?Sjv1xCHIzQXsF0lDEM_nXh2xmswzpTi6 Scale = 1:22.5 1 2 5 3 4 3x6 3x6 3-1-123-1-12 -1-0-0 1-0-0 3-1-12 3-1-12 1-3-03-10-73-4-103-10-710.00 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 0.29 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-12 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=82(LC 10) Max Uplift 3=-58(LC 10) Max Grav 5=198(LC 1), 3=85(LC 17), 4=57(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J17 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621798 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-V7KHSAG8jq7JK3c7m?pCzkPTy9bK5R1gwhgJOMzpTi5 Scale = 1:13.6 1 2 5 3 4 3x4 3x4 2-1-142-1-14 -1-0-0 1-0-0 2-1-14 2-1-14 0-11-82-1-86.50 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-14 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=38(LC 10) Max Uplift 3=-25(LC 10) Max Grav 5=164(LC 1), 3=43(LC 1), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J18 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621799 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-zJufgWHmU8FAyDAJJiKRWyyehZxZquHq9LQswpzpTi4 Scale = 1:13.6 1 2 5 3 4 3x4 3x4 2-1-142-1-14 -1-0-0 1-0-0 2-1-14 2-1-14 0-11-82-1-81-8-112-1-86.50 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-14 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=38(LC 10) Max Uplift 3=-25(LC 10) Max Grav 5=164(LC 1), 3=43(LC 1), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J19 Truss Type Jack-Open Qty 5 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621800 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-zJufgWHmU8FAyDAJJiKRWyybgZvpquHq9LQswpzpTi4 Scale = 1:21.9 1 2 5 3 4 3x6 3x6 3-0-03-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 1-3-03-9-03-3-33-9-010.00 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 0.28 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=78(LC 10) Max Uplift 3=-56(LC 10), 4=-1(LC 10) Max Grav 5=192(LC 1), 3=80(LC 17), 4=55(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J20 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621801 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-RWS2tsHOFRO1aNlVtPrg29Un9zFXZLXzO?9QSFzpTi3 Scale = 1:19.3 1 2 5 3 4 3x6 3x6 2-4-62-4-6 -1-0-0 1-0-0 2-4-6 2-4-6 1-3-03-2-1010.00 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 0.24 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-6 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=64(LC 10) Max Uplift 3=-45(LC 10), 4=-4(LC 10) Max Grav 5=171(LC 1), 3=59(LC 17), 4=42(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J21 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621802 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-RWS2tsHOFRO1aNlVtPrg29UouzFCZLXzO?9QSFzpTi3 Scale = 1:13.8 1 2 5 3 43x4 3x6 1-0-121-0-12 -1-0-0 1-0-0 1-0-12 1-0-12 1-3-02-1-101-7-142-1-1010.00 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 0.19 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-12 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=-21(LC 10), 4=-13(LC 10) Max Grav 5=143(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J22 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621803 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-vi0Q4CI0?lWtBXKiR7NvbN1yyNboIon7cfvz?hzpTi2 Scale = 1:19.1 1 2 5 3 4 3x6 3x6 2-3-142-3-14 -1-0-0 1-0-0 2-3-14 2-3-14 1-3-03-2-42-8-73-2-410.00 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 0.23 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-14 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=63(LC 10) Max Uplift 3=-44(LC 10), 4=-4(LC 10) Max Grav 5=170(LC 1), 3=57(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss J23 Truss Type Jack-Open Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621804 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-vi0Q4CI0?lWtBXKiR7NvbN1zgNbSIon7cfvz?hzpTi2 Scale = 1:13.6 1 2 5 3 43x4 3x6 1-0-51-0-5 -1-0-0 1-0-0 1-0-5 1-0-5 1-3-02-1-410.00 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 0.19 0.07 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-5 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=38(LC 7) Max Uplift 3=-20(LC 10), 4=-14(LC 10) Max Grav 5=143(LC 1), 3=10(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss M01 Truss Type Monopitch Qty 13 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621805 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-OuZoIYJfm3ekpgvu?qu87aa8DmyI1F0GrJeWX7zpTi1 Scale = 1:15.1 1 2 3 5 4 3x4 3x4 3x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 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 0.14 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=-8(LC 10) Max Grav 4=65(LC 17), 5=161(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss M02 Truss Type Monopitch Qty 3 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621806 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-s57AVtKHXMmbRqU4YYPNgo6H5AGHmiGP4zO43azpTi0 Scale = 1:19.9 1 2 3 5 4 3x4 3x4 3x4 3x4 5-0-05-0-0 -1-0-0 1-0-0 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=-11(LC 10) Max Grav 4=182(LC 1), 5=267(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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621807 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-s57AVtKHXMmbRqU4YYPNgo6ETA99miGP4zO43azpTi0 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 >790 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 5) Max Grav 3=687(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) 401 lb down at 2-0-12, and 403 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=-401(F) 6=-403(F) February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621808 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-oTFxwZLX3_0Jg8eTgzRrlDBh___BEbRiXHtB8SzpTi_ Scale = 1:23.3 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1 17 18 11 3x6 3x6 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)-- [3:0-3-0,0-0-2], [9:0-3-0,0-0-2] 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 0.04 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621809 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-GgpJ8vM9qH8AIIDfEgy4IQkrqOI9z2OsmxckfvzpThz Scale = 1:23.3 2 3 4 5 6 7 8 12 11 10 1 13 14 9 3x6 3x6 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)-- [4:0-3-0,0-0-2], [6:0-3-0,0-0-2] 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 0.10 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss PB03 Truss Type GABLE Qty 3 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621810 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-C2x3ZbOPMvOuXbM2L5?YNrpAZB_iRxS9DF5rjnzpThx Scale = 1:28.8 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss PB04 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621811 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-gFURmxO27CWl9lxEvoWnv3MMsbKtAP9ISvrOGEzpThw Scale = 1:24.5 2 3 4 5 6 7 8 12 11 10 1 13 14 9 3x6 3x6 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)-- [4:0-3-0,0-0-2], [6:0-3-0,0-0-2] 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 0.11 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss PB05 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621812 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-9R2pzHPguWecnvWQTW10SGvWw?g7vsHRhZayogzpThv Scale = 1:23.3 2 3 4 5 6 7 8 12 11 10 1 9 3x6 3x6 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)-- [4:0-3-0,0-0-2], [6:0-3-0,0-0-2] 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 0.15 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss PB06 Truss Type GABLE Qty 1 Ply 2 37 Estates at Towne Meadow Job Reference (optional) I44621813 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ddcCBdQIfqmTO35d0DYF?URjAP1ReJ7bwDKVK6zpThu Scale = 1:20.1 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss PB07 Truss Type GABLE Qty 2 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621814 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-5qAaOyRwQ7uK0Dgpax3UXh_t_oM8NmBk8t32sYzpTht Scale = 1:20.1 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T01 Truss Type Common Qty 3 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621815 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Z0kycISYBR0AeNF?8eaj4vXwbCfz6CluNXpcP?zpThs 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 -1-0-0 1-0-0 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 0.57 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=95(LC 9) Max Uplift 7=-9(LC 10) Max Grav 7=497(LC 1), 5=421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-424/72, 3-4=-418/71, 2-7=-432/115, 4-5=-352/75 BOT CHORD 6-7=0/268, 5-6=0/268 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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 9 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T02 Truss Type Half Hip Qty 2 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621816 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-1CIKpeSAyl81FWqCiM5yc63A?c17rg_1cBY9xRzpThr Scale = 1:17.6 1 2 3 6 4 5 3x4 3x4 3x4 2-0-02-0-0 2-11-40-11-4 3-0-00-0-12 -1-0-0 1-0-0 3-0-0 3-0-0 1-3-02-11-010.00 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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, 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=53(LC 10) Max Uplift 4=-27(LC 10) Max Grav 4=69(LC 1), 6=195(LC 1), 5=53(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 27 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T03 Truss Type Common Qty 4 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621817 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-1CIKpeSAyl81FWqCiM5yc6318c_frfm1cBY9xRzpThr Scale = 1:27.2 1 2 3 4 5 8 7 6 9 10 11 12 4x6 6x10 6x10 2x4 6-3-86-3-8 12-7-06-3-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 0-11-04-0-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-12], [4:0-0-14,0-1-12], [6:Edge,0-3-8], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.78 0.26 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 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* 3-7: 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)8=0-3-8, 6=0-3-8 Max Horz 8=-50(LC 8) Max Uplift 8=-14(LC 10), 6=-14(LC 11) Max Grav 8=560(LC 1), 6=560(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-569/129, 3-4=-569/129, 2-8=-493/169, 4-6=-493/169 BOT CHORD 7-8=0/424, 6-7=0/424 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-3-8, Exterior(2R) 3-3-8 to 9-3-8, Interior(1) 9-3-8 to 10-7-0, Exterior(2E) 10-7-0 to 13-7-0 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 14 lb uplift at joint 8 and 14 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T04 Truss Type Common Qty 2 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621818 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-VOsi1_Toi2GutgPOF3dB9KcHh0D3ayqBqrIjTtzpThq 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 -1-0-0 1-0-0 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 20-11-0 1-0-0 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: 87 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=-191(LC 8) Max Grav 11=854(LC 1), 8=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-297/86, 3-4=-678/88, 4-5=-678/88, 5-6=-297/86, 2-11=-339/90, 6-8=-339/90 BOT CHORD 9-11=-33/601, 8-9=0/561 WEBS 4-9=-28/504, 3-11=-597/1, 5-8=-597/1 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621819 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-zbQ5EKURTMPlVq_apm8QiX9ObQYpJOXK3V1G0KzpThp Scale = 1:72.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 3x6 4x8 4x6 3x4 3x6 3x6 3x6 3x4 3x8 4x6 6x8 4x8 3x6 6-7-26-7-2 12-10-136-3-10 19-11-07-0-3 30-5-010-6-0 -1-0-0 1-0-0 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 31-5-0 1-0-0 1-3-012-0-03-3-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-4,0-2-0], [6:0-4-4,0-2-0], [7:0-2-6,0-2-1], [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 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,5-11,6-11: 2x4 SPF No.2, 2-15,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 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=254(LC 9) Max Grav 15=1274(LC 1), 10=1274(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1411/36, 4-5=-1130/125, 5-6=-725/136, 6-7=-1043/127, 2-15=-1213/42, 8-10=-279/122 BOT CHORD 14-15=-238/342, 13-14=-51/992, 11-13=-25/771, 10-11=0/696 WEBS 4-13=-363/148, 5-13=-42/383, 6-11=-14/343, 2-14=0/821, 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-7-14, Exterior(2R) 8-7-14 to 24-1-15, Interior(1) 24-1-15 to 28-5-0, Exterior(2E) 28-5-0 to 31-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T06 Truss Type Common Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621820 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-RnzTRgV3EgXc6_YnNUffElhg1p?62ruTI9npYmzpTho 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 -1-0-0 1-0-0 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 0.29 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=185(LC 7) Max Grav 11=856(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=-264/114, 3-4=-785/126, 4-5=-790/126, 2-11=-320/108 BOT CHORD 9-11=-33/609, 8-9=0/428, 7-8=0/585 WEBS 4-8=-90/362, 4-9=-89/353, 3-11=-659/0, 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T07 Truss Type Hip Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621821 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-wzXrf0Vh?zfTk87zxBAunyEiVDCMnKwdXpWN4CzpThn 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 6x6 4x6 3x8 MT18HS 3x6 4x6 4x8 3x8 3x6 3x6 3x6 3x8 4x8 3x6 4x8 3x4 6x6 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 -1-0-0 1-0-0 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)-- [4:0-5-8,0-1-12], [10:0-5-12,0-2-0], [12:Edge,0-1-12], [13:Edge,0-1-8], [14:0-2-8,0-2-0], [21:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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 3-7-4 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=127(LC 7) Max Grav 22=1883(LC 1), 13=1812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2320/17, 3-4=-2414/51, 4-5=-1979/53, 5-7=-3226/75, 7-8=-3208/73, 8-10=-1926/53, 10-11=-2349/50, 11-12=-2189/19, 12-13=-1755/4, 2-22=-1822/3 BOT CHORD 20-21=-88/1865, 18-20=-131/3058, 17-18=-128/3395, 15-17=-86/3031, 14-15=0/1766 WEBS 3-21=-349/22, 4-20=0/976, 5-20=-1444/134, 5-18=0/511, 7-18=-300/99, 7-17=-326/98, 8-17=0/530, 8-15=-1476/133, 10-15=0/949, 11-15=-71/295, 11-14=-440/19, 12-14=0/1727, 2-21=0/1746 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T08 Truss Type Hip Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621822 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-OA5DsMWJmHnKMIi9Uvh7JAnvRdXrWjfmlTGwcezpThm 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], [7:0-5-12,0-1-4], [11:0-2-8,0-1-8], [17:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T09 Truss Type Hip Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621823 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-KYD_H1YZIu12bbsYcKkbPbsGORDl_iA3Dnl1hXzpThk Scale = 1:86.5 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], [18:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T10 Truss Type Hip Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621824 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-olnMVNZB3C9vDlRkA1FqxoPQTqeYj4GCRQUaDzzpThj Scale = 1:84.8 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 6x6 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], [11:Edge,0-9-12], [11:0-1-12,0-0-0], [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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T11 Truss Type Piggyback Base Qty 5 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621825 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-k7u6v3aSbpPdS3b7HSHI0DUm?eJ5B_0VvkzhIszpThh Scale = 1:85.0 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], [7:0-5-8,0-1-12], [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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T12 Truss Type Half Hip Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621826 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-CKSU7Pb4M7XU4DAJr9oXZR02d2miwejf8OjEqIzpThg Scale = 1:20.5 1 2 3 6 7 4 5 3x6 3x4 3x4 2-8-62-8-6 4-2-01-5-10 -1-0-0 1-0-0 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=69(LC 10) Max Uplift 4=-34(LC 10) Max Grav 4=104(LC 1), 6=237(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) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621827 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-hW0tKlci7RfKhNlVPtJm6eZ24S_gfykoM2SoMkzpThf Scale = 1:85.5 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 6x10 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 -1-0-0 1-0-0 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], [5:0-6-0,0-1-8], [7:0-5-8,0-1-12], [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=228(LC 7) Max Grav 19=1885(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=-2503/0, 3-5=-2097/47, 5-6=-1773/73, 6-7=-1773/73, 7-9=-2088/50, 9-10=-2451/0, 10-11=-1731/0, 2-19=-1806/18 BOT CHORD 18-19=-219/562, 16-18=0/1970, 15-16=0/1627, 14-15=0/1617, 12-14=0/1941 WEBS 3-16=-488/151, 5-16=-4/497, 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=0/1558 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T14 Truss Type Hip Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621828 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-55i?zmeaPM1vYqT44?tTjHBbAfx0sJbE20hSz3zpThc Scale = 1:85.5 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 6x10 5x8 3x6 4x6 3x8 MT18HS 3x6 3x8 3x8 3x6 3x8 3x6 3x8 3x8 MT18HS 6x8 3x8 MT18HS 4x10 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 -1-0-0 1-0-0 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)-- [2:0-4-8,0-1-8], [5:0-6-0,0-1-8], [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=236(LC 7) Max Grav 18=1885(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=-2077/49, 5-6=-1607/80, 6-7=-1598/81, 7-9=-2068/51, 9-10=-2452/0, 10-11=-1725/7, 2-18=-1800/25 BOT CHORD 17-18=-216/596, 15-17=-6/1968, 14-15=0/1688, 12-14=0/1938, 11-12=-33/253 WEBS 3-15=-511/167, 5-15=0/672, 6-15=-345/164, 6-14=-359/160, 7-14=0/676, 9-14=-492/169, 10-12=0/1698, 2-17=0/1524 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T15 Truss Type Hip Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621829 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ZHGNA6fDAf9mA_2GejOiGUkkf3M6bmWOHgQ?VWzpThb Scale = 1:86.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 3x6 8x14 MT18HS 3x8 8x14 MT18HS 3x6 12x18 MT18HS 3x6 3x6 3x8 3x6 2x4 3x8 3x6 3x6 4x6 3x8 MT18HS 6x8 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 -1-0-0 1-0-0 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], [11:0-3-8,Edge], [13:0-2-8,0-2-0], [19:0-2-8,0-1-8], [20:Edge,0-10-2], [20:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 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=1883(LC 1), 12=1812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2516/0, 3-5=-2197/24, 5-6=-2014/40, 6-8=-2015/40, 8-10=-2175/28, 10-11=-2434/0, 11-12=-1741/0, 2-20=-1809/1 BOT CHORD 19-20=-192/459, 18-19=-7/1995, 16-18=0/1726, 14-16=0/1707, 13-14=0/1937 WEBS 3-18=-403/141, 5-18=0/467, 5-16=-121/586, 6-16=-578/163, 8-16=-118/610, 8-14=0/444, 10-14=-364/142, 11-13=0/1759, 2-19=0/1666 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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) 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T16 Truss Type Hip Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621830 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-1TqmNSfrxzHdo8dTBQvxpiGxzTg7KDrXWKAZ1yzpTha Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 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 -1-0-0 1-0-0 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 46-11-0 1-0-0 1-1-09-1-31-1-09-1-38.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-1-12], [8:0-5-8,0-1-12], [12:Edge,0-10-2], [12:0-1-12,0-0-0], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-1-12,0-0-0], [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=-178(LC 8) Max Grav 20=1894(LC 1), 12=1894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2491/0, 3-4=-2324/0, 4-5=-1857/23, 5-7=-2372/0, 7-8=-1857/23, 8-9=-2324/0, 9-10=-2491/0, 2-20=-1825/0, 10-12=-1825/0 BOT CHORD 19-20=-153/361, 18-19=-36/1987, 16-18=-28/2324, 14-16=0/2324, 13-14=0/1987, 12-13=-29/261 WEBS 3-18=-250/131, 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=-250/131, 2-19=0/1744, 10-13=0/1744 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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 43-11-0, Exterior(2E) 43-11-0 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T17 Truss Type Hip Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621831 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-VgN8bogTiHQUPICfl8QALvp5Osz13d_hl_v6aOzpThZ Scale = 1:83.9 1 2 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 3x12 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 -1-0-0 1-0-0 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 46-11-0 1-0-0 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: 197 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=-148(LC 8) Max Grav 19=1894(LC 1), 12=1894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-438/33, 3-4=-2407/24, 4-5=-1959/33, 5-7=-2879/58, 7-8=-2880/58, 8-9=-2407/24, 9-10=-436/33, 2-19=-428/54, 10-12=-425/54 BOT CHORD 18-19=-84/1903, 16-18=-75/2878, 15-16=-75/2878, 13-15=0/1946, 12-13=0/1904 WEBS 4-18=0/895, 5-18=-1244/123, 5-16=0/347, 7-15=-568/154, 8-15=-123/1255, 8-13=0/315, 3-19=-2122/0, 9-12=-2126/0 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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 43-11-0, Exterior(2E) 43-11-0 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T18 Truss Type Hip Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621832 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-S2Vu0UijEugCfbM2tYSeQKuTNgjFXYA_CIODeHzpThX Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 5x10 MT18HS 3x6 5x10 MT18HS 4x6 3x8 MT18HS4x10 4x6 3x6 3x6 3x6 4x6 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 -1-0-0 1-0-0 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 46-11-0 1-0-0 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=1894(LC 1), 12=1894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2529/52, 3-4=-2016/59, 4-6=-3607/97, 6-7=-3606/97, 7-9=-2016/59, 9-10=-2529/52, 2-19=-1833/23, 10-12=-1833/23 BOT CHORD 18-19=-145/432, 16-18=-151/3390, 15-16=-154/3830, 13-15=-108/3389, 12-13=-101/363 WEBS 3-18=0/959, 4-18=-1723/158, 4-16=0/565, 6-16=-346/104, 6-15=-347/104, 7-15=0/566, 7-13=-1723/158, 9-13=0/959, 2-18=-71/1680, 10-13=-74/1678 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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 43-11-0, Exterior(2E) 43-11-0 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 8%, joint 10 = 8% 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T19 Truss Type Roof Special Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621833 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ORdfRAjzmVwwuvVQ_zV6Vl_m5ULC?O8GfctKj9zpThV 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 -1-0-0 1-0-0 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 46-11-0 1-0-0 0-11-85-5-64-6-76-5-61-1-01-0-05-6-76.50 12 8.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-3-4], [2:0-2-12,0-1-8], [12:Edge,0-7-4], [12:0-1-12,0-0-0], [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 0.94 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 >533 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 224 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=118(LC 9) Max Uplift 12=-91(LC 11), 20=-6(LC 11) Max Grav 12=1890(LC 1), 20=1896(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1166/138, 3-4=-3864/142, 4-5=-4630/223, 5-6=-4603/223, 6-8=-3824/177, 8-9=-2051/145, 9-10=-2564/124, 2-20=-851/137, 10-12=-1835/119 BOT CHORD 19-20=-21/2422, 17-19=-44/3379, 5-17=-460/121, 15-16=0/332, 13-15=-164/3465, 12-13=-126/396 WEBS 3-19=-84/3066, 4-19=-2689/194, 4-17=-138/1522, 15-17=-229/3991, 6-17=0/359, 6-15=-774/129, 8-15=0/658, 8-13=-1720/146, 9-13=0/971, 3-20=-1840/38, 10-13=-25/1678 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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 43-11-0, Exterior(2E) 43-11-0 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 91 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T20 Truss Type Common Qty 4 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621834 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-sdB1eWkcXp2nW34dYh0L2zW_5tohk3?QuGdtFczpThU Scale = 1:35.2 1 2 3 4 5 8 7 6 9 10 11 12 4x8 3x4 5x8 3x4 5x8 5x8 8-3-88-3-8 16-7-08-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-7-0 8-3-8 17-7-0 1-0-0 0-11-85-5-60-11-86.50 12 Plate Offsets (X,Y)-- [2:0-1-2,0-1-12], [4:0-1-2,0-1-12], [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.73 0.47 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 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 or 5-6-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-90(LC 8) Max Uplift 8=-13(LC 10), 6=-13(LC 11) Max Grav 8=719(LC 1), 6=719(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-757/46, 3-4=-757/46, 2-8=-645/87, 4-6=-645/87 BOT CHORD 7-8=0/552, 6-7=0/552 WEBS 3-7=0/343 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-3-8, Exterior(2R) 5-3-8 to 11-3-8, Interior(1) 11-3-8 to 14-7-0, Exterior(2E) 14-7-0 to 17-7-0 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 13 lb uplift at joint 8 and 13 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss T21 Truss Type Common Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621835 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-sdB1eWkcXp2nW34dYh0L2zWyUtoPk2LQuGdtFczpThU Scale = 1:34.1 1 2 3 4 8 7 6 5 9 10 11 12 4x8 10x10 10x10 3x6 3x8 8-3-88-3-8 16-7-08-3-8 -1-0-0 1-0-0 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)-- [4:0-5-0,0-2-0], [5:0-2-7,0-1-5], [8:0-5-0,0-2-0], [8:0-2-7,0-1-5] 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 0.83 0.49 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.01 (loc) 6-8 6-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=89(LC 7) Max Uplift 8=-13(LC 10) Max Grav 8=722(LC 1), 5=642(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-768/41, 3-4=-759/39, 2-8=-651/79, 4-5=-571/47 BOT CHORD 6-8=-184/518, 5-6=-73/365 WEBS 3-6=0/327, 2-6=-94/254, 4-6=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-3-8, Exterior(2R) 5-3-8 to 11-3-8, Interior(1) 11-3-8 to 13-4-4, Exterior(2E) 13-4-4 to 16-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 8. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621836 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-KqlPrrlEI7Ad8Dfp6OXabA3FUHDUTXxZ7wMQn2zpThT 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 -1-0-0 1-0-0 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=81(LC 5) Max Uplift 5=-48(LC 5), 6=-20(LC 8) Max Grav 5=262(LC 1), 6=279(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 48 lb uplift at joint 5 and 20 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) 102 lb down and 87 lb up at 4-2-0 on top chord, and 59 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=-64(B) 7=-32(B) February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621837 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-o0In3Bms3QIUlME?f62p7OcSPhXWCzcjMa6_KUzpThS Scale: 1/2"=1' 1 2 3 4 5 6 7 8 10 91112 13 14 4x8 4x6 3x6 3x4 3x4 3x6 3x4 3x4 2x4 3x4 5-8-05-8-0 6-11-01-3-0 12-7-05-8-0 -1-0-0 1-0-0 5-8-0 5-8-0 6-11-0 1-3-0 12-7-0 5-8-0 13-7-0 1-0-0 0-11-03-9-00-11-03-9-06.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-2-0] 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 0.23 0.26 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.01 (loc) 2-10 2-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 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 3-2-12, Right 2x4 SPF-S Stud 3-2-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 7=0-3-8 Max Horz 2=40(LC 33) Max Uplift 2=-104(LC 8), 7=-104(LC 9) Max Grav 2=655(LC 1), 7=655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-771/146, 4-5=-592/147, 5-7=-771/145 BOT CHORD 2-10=-98/580, 9-10=-98/585, 7-9=-82/581 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 104 lb uplift at joint 2 and 104 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) 64 lb down and 63 lb up at 5-8-0, and 64 lb down and 63 lb up at 6-11-0 on top chord, and 63 lb down and 45 lb up at 2-0-12, 20 lb down at 4-0-12, 24 lb down and 17 lb up at 5-8-12, 24 lb down and 17 lb up at 6-10-4, and 20 lb down at 8-6-4, and 63 lb down and 45 lb up at 10-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 Concentrated Loads (lb) Vert: 4=-11(F) 5=-11(F) 10=-9(F) 9=-9(F) 11=-63(F) 12=-8(F) 13=-8(F) 14=-63(F) February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 37 Estates at Towne Meadow Job Reference (optional) I44621838 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-kPQYUtn6b2YC?gOOnW4HCphdyV9agf1?pub5ONzpThQ Scale = 1:71.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9151617181920212223242526 3x6 4x6 3x4 10x16 MT18HS 6x8 4x8 10x10 10x10 4x10 4x6 3x4 5x8 6-7-26-7-2 12-10-136-3-10 20-9-117-10-14 20-9-120-0-1 30-5-09-7-4 -1-0-0 1-0-0 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], [6:0-5-0,0-1-12], [12:0-5-0,0-6-0], [13:0-3-8,0-5-4], [14:Edge,0-8-6], [14:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.47 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.01 (loc) 9-10 9-10 9 l/defl >999 >578 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 888 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-13,2-14,2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 10=0-3-8, 9=0-3-8 Max Horz 14=244(LC 5) Max Grav 14=7818(LC 1), 10=15985(LC 1), 9=4566(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-9330/0, 4-5=-5324/0, 5-6=-4028/0, 7-8=-443/0, 2-14=-6968/0, 8-9=-368/5 BOT CHORD 13-14=-214/1234, 12-13=0/7057, 10-12=0/513 WEBS 4-13=0/5193, 4-12=-4271/0, 5-12=0/2959, 6-12=0/6872, 6-10=-6252/0, 7-10=-331/176, 2-13=0/5877, 7-9=-158/275 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: 2x8 - 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) 2576 lb down and 616 lb up at 4-3-8, 1792 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) Standard Continued on page 2 February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 37 Estates at Towne Meadow Job Reference (optional) I44621838 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:54:59 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-kPQYUtn6b2YC?gOOnW4HCphdyV9agf1?pub5ONzpThQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 11=-1793(F) 9=-1801(F) 15=-2576(F) 16=-1792(F) 17=-1793(F) 18=-1793(F) 19=-1793(F) 20=-1793(F) 21=-1793(F) 22=-1793(F) 23=-1793(F) 24=-1789(F) 25=-1789(F) 26=-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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621839 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-9_6g6vq?tzwns87zSfe_qRJ9Ii5Zt8xSVspl?izpThN Scale = 1:75.7 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 3x6 4x8 4x6 3x6 5x6 6-7-26-7-2 12-10-136-3-10 19-11-07-0-3 30-5-010-6-0 -1-0-0 1-0-0 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 31-5-0 1-0-0 1-3-012-0-03-3-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-12], [3:0-3-0,0-3-0], [5:0-5-12,0-1-0], [6:0-4-4,0-2-0], [12:0-0-0,0-2-12], [12:0-3-0,0-1-4], [30:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.84 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -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: 790 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=252(LC 7) Max Uplift 15=-32(LC 8), 10=-191(LC 9) Max Grav 15=1276(LC 25), 10=1270(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1375/68, 4-5=-1128/133, 5-6=-726/177, 6-7=-1045/182, 2-15=-1092/86, 8-10=-289/127 BOT CHORD 14-15=-106/968, 13-14=-106/968, 11-13=-68/777, 10-11=-37/699 WEBS 4-13=-300/164, 5-13=-84/389, 6-11=-88/348, 7-10=-1135/14 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 32 lb uplift at joint 15 and 191 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 February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621839 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:02 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-9_6g6vq?tzwns87zSfe_qRJ9Ii5Zt8xSVspl?izpThN 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 3 37 Estates at Towne Meadow Job Reference (optional) I44621840 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-1lLByGtVxBRDKlQkhVjw?HTuDJZVpsD1QTny8TzpThJ 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)February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 2 37 Estates at Towne Meadow Job Reference (optional) I44621841 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-sviSCKxGX1BM2guu2lpKEYjrVkXPDXcwoPEHL7zpThD Scale = 1:78.6 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 3x8 4x6 3x6 4x6 3x6 4x6 4x8 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 -1-0-0 1-0-0 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 0.94 0.74 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.55 0.13 (loc) 15-16 15-16 12 l/defl >999 >986 n/a L/d 240 180 n/a PLATES MT20 Weight: 409 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 (3-11-13 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=119(LC 24) Max Uplift 12=-596(LC 5), 2=-506(LC 5) Max Grav 12=2596(LC 1), 2=2713(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3832/774, 4-5=-3022/655, 5-7=-6208/1375, 7-8=-6754/1493, 8-10=-4799/1065, 11-12=-279/136 BOT CHORD 2-18=-696/2962, 16-18=-1421/5827, 15-16=-1690/6895, 13-15=-1553/6330, 12-13=-1026/4132 WEBS 4-18=-247/1765, 5-18=-3209/853, 5-16=-23/979, 7-16=-849/348, 8-15=0/696, 8-13=-1893/577, 10-13=-146/1601, 10-12=-4620/1115 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 596 lb uplift at joint 12 and 506 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 February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 2 37 Estates at Towne Meadow Job Reference (optional) I44621841 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:12 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-sviSCKxGX1BM2guu2lpKEYjrVkXPDXcwoPEHL7zpThD NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 64 lb up at 3-8-4, 85 lb down and 86 lb up at 5-5-8, 90 lb down and 86 lb up at 7-8-4, 90 lb down and 86 lb up at 9-8-4, 90 lb down and 86 lb up at 11-8-4, 90 lb down and 86 lb up at 13-8-4, 90 lb down and 86 lb up at 15-8-4, 90 lb down and 86 lb up at 17-8-4, 90 lb down and 86 lb up at 19-8-4, 90 lb down and 86 lb up at 21-8-4, 90 lb down and 86 lb up at 23-8-4, 90 lb down and 86 lb up at 25-8-4, 90 lb down and 86 lb up at 27-8-4, 90 lb down and 86 lb up at 29-8-4, 90 lb down and 86 lb up at 31-8-4, 90 lb down and 86 lb up at 33-8-4, 90 lb down and 86 lb up at 35-8-4, 90 lb down and 86 lb up at 37-8-4, 90 lb down and 86 lb up at 39-8-4, and 90 lb down and 86 lb up at 41-8-4, and 90 lb down and 86 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=-47(B) 6=-47(B) 17=-24(B) 18=-24(B) 5=-47(B) 16=-24(B) 7=-47(B) 15=-24(B) 9=-47(B) 14=-24(B) 19=-44(B) 20=-47(B) 21=-47(B) 22=-47(B) 23=-47(B) 24=-47(B) 25=-47(B) 26=-47(B) 27=-47(B) 28=-47(B) 29=-47(B) 30=-47(B) 31=-47(B) 32=-47(B) 33=-47(B) 34=-47(B) 35=-125(B) 36=-24(B) 37=-24(B) 38=-24(B) 39=-24(B) 40=-24(B) 41=-24(B) 42=-24(B) 43=-24(B) 44=-24(B) 45=-24(B) 46=-24(B) 47=-24(B) 48=-24(B) 49=-24(B) 50=-24(B) 51=-24(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621842 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-oHqCd?zW2eR4I_1G9AsoJzpNLYOYhgODGjjNQ?zpThB 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 -1-0-0 1-0-0 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=59(LC 5) Max Uplift 5=-28(LC 5), 6=-24(LC 8) Max Grav 5=145(LC 22), 6=231(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 24 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 45 lb down and 23 lb up at 2-3-8 on top chord, and 4 lb down and 9 lb up at 1-1-3, and 9 lb down and 10 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=3(F) 9=1(F) February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 37 Estates at Towne Meadow Job Reference (optional) I44621843 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-DsWLG1?PLZpf9RmrqIPVxbRkulBIunzfyhy21KzpTh8 Scale = 1:83.7 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 5x8 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 -1-0-0 1-0-0 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 46-11-0 1-0-0 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], [18:0-10-8,0-6-12], [20:0-2-14,0-2-8], [22:Edge,0-5-15], [22:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-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 >583 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 5-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 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=98(LC 7) Max Uplift 22=-255(LC 9), 11=-588(LC 9) Max Grav 22=2028(LC 1), 11=2170(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3115/520, 3-4=-2226/371, 4-5=-7434/1506, 5-6=-9200/2118, 6-8=-5615/1632, 8-9=-5616/1631, 9-11=-3065/884, 2-22=-1943/283 BOT CHORD 20-22=-245/858, 19-20=-1394/7383, 18-19=-2010/9293, 5-18=-232/912, 16-17=-213/997, 14-16=-1744/6837, 13-14=-632/2357, 11-13=-635/2353 WEBS 3-20=-370/2185, 4-20=-5847/1297, 4-19=-282/898, 5-19=-2260/755, 16-18=-1548/5905, 6-18=-287/2449, 6-16=-707/297, 6-14=-1326/227, 8-14=-609/335, 9-14=-976/3525, 9-13=0/284, 2-20=-286/1901 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 255 lb uplift at joint 22 and 588 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 February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 37 Estates at Towne Meadow Job Reference (optional) I44621843 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:17 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-DsWLG1?PLZpf9RmrqIPVxbRkulBIunzfyhy21KzpTh8 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 66 lb up at 17-10-4, 72 lb down and 66 lb up at 19-10-4, 72 lb down and 66 lb up at 21-10-4, 72 lb down and 66 lb up at 23-10-4, 72 lb down and 66 lb up at 25-10-4, 72 lb down and 66 lb up at 27-10-4, 72 lb down and 66 lb up at 29-10-4, 72 lb down and 66 lb up at 31-10-4, 72 lb down and 66 lb up at 33-10-4, 72 lb down and 66 lb up at 35-10-4, 72 lb down and 66 lb up at 37-10-4, and 72 lb down and 66 lb up at 39-10-4, and 132 lb down and 125 lb up at 41-8-13 on top chord, and 26 lb down and 18 lb up at 17-10-4, 26 lb down and 18 lb up at 19-10-4, 26 lb down and 18 lb up at 21-10-4, 26 lb down and 18 lb up at 23-10-4, 26 lb down and 18 lb up at 25-10-4, 26 lb down and 18 lb up at 27-10-4, 26 lb down and 18 lb up at 29-10-4, 26 lb down and 18 lb up at 31-10-4, 26 lb down and 18 lb up at 33-10-4, 26 lb down and 18 lb up at 35-10-4, 26 lb down and 18 lb up at 37-10-4, and 26 lb down and 18 lb up at 39-10-4, and 61 lb down and 36 lb up at 41-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-9=-60, 9-12=-60, 18-22=-20, 11-17=-20 Concentrated Loads (lb) Vert: 9=-54(F) 15=-11(F) 13=-31(F) 23=-16(F) 24=-16(F) 25=-16(F) 26=-16(F) 27=-16(F) 28=-16(F) 29=-16(F) 30=-16(F) 31=-16(F) 32=-16(F) 33=-16(F) 34=-16(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type Hip Girder Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621844 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-h34jTN016txWmbL1O0wkUpzve9iZdRDoBLhbZmzpTh7 Scale = 1:30.3 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 -1-0-0 1-0-0 5-1-14 5-1-14 11-5-2 6-3-5 16-7-0 5-1-14 17-7-0 1-0-0 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 0.77 0.25 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -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 5-7-10 oc purlins, except 2-0-0 oc purlins (4-7-14 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=-146(LC 8), 7=-146(LC 9) Max Grav 2=791(LC 1), 7=791(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1051/254, 4-5=-835/240, 5-7=-1049/253 BOT CHORD 2-11=-197/837, 9-11=-194/844, 7-9=-166/829 WEBS 4-11=0/275, 5-9=0/276 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 146 lb uplift at joint 2 and 146 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) 101 lb down and 91 lb up at 5-1-14, 69 lb down and 63 lb up at 6-3-8, 69 lb down and 63 lb up at 8-3-8, and 69 lb down and 63 lb up at 10-3-8, and 101 lb down and 89 lb up at 11-5-2 on top chord, and 45 lb down at 5-1-14, 24 lb down and 17 lb up at 6-3-8, 24 lb down and 17 lb up at 8-3-8, and 24 lb down and 17 lb up at 10-3-8, and 45 lb down 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 February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type Hip Girder Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621844 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:19 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-9Fe5gj1ftB3NOlwEyjRz00W3OZ2oMuTyP?R85DzpTh6 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-20(F) 5=-20(F) 10=-9(F) 11=-17(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss TG10 Truss Type Half Hip Girder Qty 2 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621845 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-5dls5P2vPoJ4e24c38UR6RbaXMnhqq7FtJwFA5zpTh4 Scale = 1:12.5 1 2 3 4 6 5 7 8 9 3x4 3x4 3x4 3x4 3x4 1-6-01-6-0 3-0-01-6-0 -1-0-0 1-0-0 0-9-10 0-9-10 3-0-0 2-2-6 1-3-01-11-010.00 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 0.09 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-3-8 Max Horz 6=52(LC 5) Max Uplift 5=-25(LC 5), 6=-25(LC 8) Max Grav 5=83(LC 1), 6=158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 5 and 25 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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) 31 lb down and 116 lb up at 0-9-10, and 12 lb down and 25 lb up at 2-0-12 on top chord, and 1 lb down and 11 lb up at 0-9-10, and 8 lb down and 1 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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=38(B) 8=6(B) 9=1(B) February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V01 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621846 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ZqJEJk3XA6SxFCepds?gef8inm5pZG0O6zgoiXzpTh3 Scale = 1:30.5 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V02 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621847 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-WCR_kQ5oijifVWoBlH18j4Dz6akd1BxhZH9vnQzpTh1 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V03 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621848 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-_P?Nxm5QT1qW6gNOI_YNGHmEqz7UmemqoxuTJszpTh0 Scale = 1:16.3 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V04 Truss Type Valley Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621849 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-_P?Nxm5QT1qW6gNOI_YNGHmHYz85me6qoxuTJszpTh0 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V05 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621850 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-wn67MS7g?e4EMzXmQPbrLiraDnpxEVD7FENZNlzpTh_ Scale = 1:73.3 1 2 3 4 5 6 7 8 910 18 17 16 15 14 13 12 11 19 20 3x4 3x4 4x6 3x6 3x6 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)-- [7:0-3-0,Edge], [10:0-3-6,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.10 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: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-14: 2x4 SPF No.2 SLIDER Right 2x3 SPF No.2 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 6) Max Uplift All uplift 100 lb or less at joint(s) 18, 14, 16, 13, 12 except 17=-109(LC 10), 11=-104(LC 11), 10=-171(LC 7) Max Grav All reactions 250 lb or less at joint(s) 18, 10 except 14=395(LC 19), 16=340(LC 17), 17=359(LC 17), 13=338(LC 18), 12=348(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=-228/296, 4-5=-228/318, 5-6=-231/251, 6-8=-255/244, 8-10=-297/274 WEBS 4-14=-336/154, 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=109, 11=104, 10=171. 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V06 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621851 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-O_gVZo8IlyC5z76y_664uwOiHB7HzwbHUu77vBzpTgz Scale = 1:68.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x4 3x4 3x6 3x6 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 0.44 0.16 0.34 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: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-11: 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=-197(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13, 10, 8 except 14=-124(LC 10), 9=-119(LC 11) Max Grav All reactions 250 lb or less at joint(s) 15, 8 except 11=310(LC 19), 13=340(LC 17), 14=366(LC 17), 10=320(LC 18), 9=419(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-264/148, 2-14=-271/161, 5-10=-252/141, 7-9=-299/168 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 21-8-12, Exterior(2E) 21-8-12 to 24-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10, 8 except (jt=lb) 14=124, 9=119. 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V07 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621852 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-KMoG_T9ZHZSpDRGL5X8YzLT67_pfRsmZxCcEz4zpTgx Scale = 1:60.5 1 2 3 4 5 6 7 13 1211 10 9 8 14 15 3x4 4x6 3x4 3x6 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 0.16 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: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-0-9. (lb) - Max Horz 1=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 8 except 11=-104(LC 10), 9=-104(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=352(LC 17), 13=322(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=-272/153, 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) 0-4-13 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=104, 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V08 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621853 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-lxUOcVCRaUqN4u_wmfiFbz5dHCsSeDb0dAquaPzpTgu Scale = 1:49.7 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 0.09 0.22 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: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V09 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621854 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-D82mqrC3LoyEh2Z6KNDU7Beomc9uNh29sqaR6rzpTgt Scale = 1:44.3 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x6 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 Plate Offsets (X,Y)-- [8:0-2-9,0-1-8] 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 0.19 0.21 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: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 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 16-7-12. (lb) - Max Horz 1=118(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 9=-115(LC 10), 6=-114(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=389(LC 17), 6=388(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-293/162, 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) 0-4-13 to 3-4-13, Interior(1) 3-4-13 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 115 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V10 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621855 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-9W9XFXEKtPCyxMjVSoFyCcj5NPt6rb5SK83YBkzpTgr 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V11 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621856 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-dijvStFyejLpYWIh?VmBlpGCnpBsa2lbYoo5jAzpTgq Scale = 1:26.6 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V12 Truss Type GABLE Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621857 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Z5rftYGCAKbXopS47wofqELb1duk2z2u06HCo2zpTgo Scale = 1:20.5 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. February 2,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 37_ESTATES_AT_TOWNE_~W Truss V13 Truss Type Valley Qty 1 Ply 1 37 Estates at Towne Meadow Job Reference (optional) I44621858 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Feb 1 14:55:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-WUzQIEISixrF17bSELr7vfQ?hQb7WttBTQmJsxzpTgm 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. February 2,2021 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