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HomeMy WebLinkAboutETM 020 - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). January 4,2022 Liu, Xuegang Pages or sheets covered by this seal: I49513875 thru I49513905 My license renewal date for the state of Indiana is July 31, 2022. 20_Estates_at_Towne_Meadow 20 Estates at Towne Meadow IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type Common Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513875 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:15 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-pLRTXfU7mvvtB3?4u93Q7E5RIZappaVRhgcLgAzz2UY Scale: 3/8"=1' 1 2 3 4 5 7 6 17 18 19 20 83x12 4x6 3x12 4x6 3x4 2x4 4x8 5-0-05-0-0 7-11-82-11-8 15-11-07-11-8 7-11-8 7-11-8 15-11-0 7-11-8 0-11-04-10-120-11-06.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-7-1,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-MSH 0.66 0.42 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.16 -0.03 (loc) 6-15 6-15 5 l/defl >999 >593 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-11-0 except (jt=length) 1=0-3-0, 8=0-3-8. (lb) - Max Horz 1=48(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8 except 6=-165(LC 1) Max Grav All reactions 250 lb or less at joint(s) 6, 8 except 1=675(LC 1), 5=698(LC 1), 5=698(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-897/357, 3-5=-894/323 BOT CHORD 1-8=-198/716, 6-8=-198/716, 5-6=-198/716 WEBS 3-6=-120/308 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-8, Exterior(2R) 4-11-8 to 10-11-8, Interior(1) 10-11-8 to 12-11-0, Exterior(2E) 12-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 5 except (jt=lb) 6=165. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513876 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-HY?sl?VlXD1kpDaGRsafgSdjoz0mY2oavKMuCczz2UX Scale = 1:17.3 Sheet BackFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 3x8 3x4 3x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 4-11-8 4-11-8 0-10-02-10-135.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-11-8. (lb) - Max Horz 9=81(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513877 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-Dw7c9hW?3qIR2XkfZHc7lsj4kniZ0yPtNer?HVzz2UV Scale = 1:33.1 Sheet FrontFull Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 3x8 4x6 3x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-11-017-11-0 8-11-8 8-11-8 17-11-0 8-11-8 18-11-0 1-0-0 0-10-04-6-130-10-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 14 14 15 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 164 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* 13-15: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-11-0. (lb) - Max Horz 28=-42(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 28, 15, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 28, 15, 21, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-4 to 3-1-4, Exterior(2N) 3-1-4 to 5-11-8, Corner(3R) 5-11-8 to 11-11-8, Exterior(2N) 11-11-8 to 15-7-8, Corner(3E) 15-7-8 to 18-11-0 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) 28, 15, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss GE05 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513878 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-auwVDOa8uMwk8IdcMqCISwQx_oPRhB_cWvYmyizz2UQ Scale: 3/16"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2425 26 27 28 29 30 31 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3x4 3x4 3x6 5x6 3x6 3x4 3x4 5x6 5x6 35-11-035-11-0 -0-11-0 0-11-0 17-11-8 17-11-8 35-11-0 17-11-8 36-10-0 0-11-0 0-11-09-10-120-11-06.00 12 Plate Offsets (X,Y)-- [42:0-3-0,0-3-0], [48:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.05 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 31 31 32 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 584 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-45, 15-46, 14-47, 17-44, 18-43 REACTIONS.All bearings 35-11-0. (lb) - Max Horz 58=-101(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 58, 32, 47, 48, 49, 50, 51, 52, 53, 54, 55, 57, 43, 42, 41, 40, 39, 38, 37, 36, 35, 33 Max Grav All reactions 250 lb or less at joint(s) 58, 32, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-131/257, 16-17=-131/257 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 14-11-8, Corner(3R) 14-11-8 to 20-11-8, Exterior(2N) 20-11-8 to 33-10-0, Corner(3E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 100 lb uplift at joint(s) 58, 32, 47, 48, 49, 50, 51, 52, 53, 54, 55, 57, 43, 42, 41, 40, 39, 38, 37, 36, 35, 33. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss GE06 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513879 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-_TcerQc0AHIJ?lLB1zm?4Y2SA?RBuYe3CtnQZ1zz2UN Scale: 3/16"=1' Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2425 26 27 28 29 30 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 4140 39 38 37 36 35 34 33 32 31 3x4 3x4 3x6 5x6 3x6 3x4 3x4 5x6 3x6 35-8-035-8-0 -0-11-0 0-11-0 17-11-8 17-11-8 35-8-0 17-8-8 0-11-09-10-121-0-86.00 12 Plate Offsets (X,Y)-- [31:Edge,0-2-8], [42:0-2-8,0-1-8], [48:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.04 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 31 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 582 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* 30-31: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-45, 15-46, 14-47, 17-44, 18-43 REACTIONS.All bearings 35-8-0. (lb) - Max Horz 58=105(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 58, 31, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 43, 41, 40, 39, 38, 37, 36, 35, 34, 32 Max Grav All reactions 250 lb or less at joint(s) 58, 31, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-134/256, 15-16=-138/265, 16-17=-138/265, 17-18=-134/256 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 14-11-8, Corner(3R) 14-11-8 to 20-11-8, Exterior(2N) 20-11-8 to 32-6-12, Corner(3E) 32-6-12 to 35-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 100 lb uplift at joint(s) 58, 31, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 43, 41, 40, 39, 38, 37, 36, 35, 34, 32. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss GE07 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513880 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-P2ImTRfvTCgusD4mi5JiiBg_RDS85w7Vvr?4AMzz2UK Scale = 1:19.5 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 12 11 10 4x6 3x8 4x6 3x8 4x6 2x4 2x4 2x4 2x4 2x4 7-11-07-11-0 -0-11-0 0-11-0 3-11-8 3-11-8 7-11-0 3-11-8 8-10-0 0-11-0 0-11-02-10-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-6-1,0-0-5], [8:0-6-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-8-11, Right 2x6 SPF No.2 1-8-11 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 7-11-0. (lb) - Max Horz 2=-29(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 11, 12, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Corner(3R) 1-11-8 to 5-11-8, Corner(3E) 5-11-8 to 8-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss GE08 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513881 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-LQPXu7g9?qwb6XE8qWLAnclJb08VZqKoM9UBEFzz2UI Scale: 3/8"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-015-11-0 -0-11-0 0-11-0 7-11-8 7-11-8 15-11-0 7-11-8 16-10-0 0-11-0 0-11-04-10-120-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-11-0. (lb) - Max Horz 24=-57(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 4-11-8, Corner(3R) 4-11-8 to 10-11-8, Exterior(2N) 10-11-8 to 13-10-0, Corner(3E) 13-10-0 to 16-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss GE09 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513882 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-HpXHJpiQXRAJLqOXxxOes1qfIqpy1kq4pTzIJ7zz2UG Scale = 1:32.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 3x4 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-015-11-0 7-11-8 7-11-8 15-11-0 7-11-8 0-11-04-10-120-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-11-0. (lb) - Max Horz 23=-52(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 12, 18, 19, 20, 22, 16, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 23, 12, 17, 18, 19, 20, 22, 16, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 4-11-8, Corner(3R) 4-11-8 to 10-11-8, Exterior(2N) 10-11-8 to 12-9-4, Corner(3E) 12-9-4 to 15-9-4 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) 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, 12, 18, 19, 20, 22, 16, 15, 14, 13. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss GE10 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513883 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j2xNbGm?HaQFkp4GKF4?cfzEIdq-DBf1kVjg32R1b8Xw3MQ6xSwzydV_VeZNHnSON0zz2UE Scale = 1:25.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 8-0-0 8-0-0 0-10-04-2-05.00 12 Plate Offsets (X,Y)-- [8: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 0.17 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 71 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* 7-8: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 13=119(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 12 Max Grav All reactions 250 lb or less at joint(s) 13, 8, 9, 10, 11, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 4-10-12, Corner(3E) 4-10-12 to 7-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss M01 Truss Type MONOPITCH Qty 5 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513884 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-Aano9BlwbghlqShIAmSa0t?HOR8HzY8gk5yVSuzz2UC Scale = 1:17.3 1 2 3 5 4 2x4 3x8 2x4 4-11-84-11-8 -0-11-0 0-11-0 4-11-8 4-11-8 0-10-02-10-130-3-85.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-4] 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-MSH 0.30 0.20 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=60(LC 10) Max Uplift 5=-5(LC 10), 4=-27(LC 10) Max Grav 5=259(LC 1), 4=181(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss M02 Truss Type Monopitch Qty 8 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513885 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j2xNbGm?HaQFkp4GKF4?cfzEIdq-TwiRdaqJxpZlAWje4k4DpLnKzGRl6i2iLg8NC_zz2U5 Scale = 1:25.9 1 2 3 5 4 6 7 2x4 4x8 2x4 8-0-08-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 0-10-04-2-00-3-85.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-4] 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-MSH 0.92 0.60 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.39 0.00 (loc) 4-5 4-5 l/defl >524 >237 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=96(LC 10) Max Uplift 5=-4(LC 10), 4=-40(LC 10) Max Grav 5=384(LC 1), 4=305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-318/141 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-12, Exterior(2E) 4-10-12 to 7-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss T01 Truss Type COMMON Qty 2 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513886 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-ArIDj?ybauqLM3UZgrGZCSC8TItiSDcAfEZvXPzz2Tx Scale = 1:30.1 1 2 3 4 5 10 9 8 7 6 11 12 13 14 6x10 4x6 6x10 3x4 3x4 2x4 3x4 2x4 5-4-85-4-8 10-6-85-2-0 15-11-05-4-8 4-1-0 4-1-0 7-11-8 3-10-8 11-10-0 3-10-8 15-11-0 4-1-0 0-11-04-10-120-11-06.00 12 Plate Offsets (X,Y)-- [5: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 0.47 0.49 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.21 0.02 (loc) 7-8 7-8 6 l/defl >999 >879 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-0, 6=0-3-0 Max Horz 10=52(LC 9) Max Grav 10=625(LC 1), 6=625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-846/136, 2-3=-729/156, 3-4=-729/156, 4-5=-846/136, 1-10=-532/98, 5-6=-532/98 BOT CHORD 8-10=-63/680, 7-8=-7/531, 6-7=-63/680 NOTES-(5-6) 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 4-11-8, Exterior(2R) 4-11-8 to 10-11-8, Interior(1) 10-11-8 to 12-9-4, Exterior(2E) 12-9-4 to 15-9-4 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. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss T02 Truss Type Common Qty 2 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513887 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:41:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-aQ_ML0_TtpCvDWD8LzpGq5qfiVzDfWBdLCoZ8kzz2Tu Scale = 1:31.0 1 2 3 4 5 10 9 8 7 6 11 12 13 14 3x4 4x6 4x10 3x4 3x4 3x4 2x4 3x4 2x4 5-1-125-1-12 10-5-25-3-6 15-11-05-5-14 4-1-0 4-1-0 7-11-8 3-10-8 11-10-0 3-10-8 15-11-0 4-1-0 0-11-04-10-120-11-06.00 12 Plate Offsets (X,Y)-- [5: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-MSH 0.47 0.25 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-3-0, 8=0-3-8, 6=0-3-8 Max Horz 10=-52(LC 6) Max Uplift 10=-9(LC 10), 6=-7(LC 11) Max Grav 10=140(LC 23), 8=772(LC 1), 6=378(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-325/105, 4-5=-439/89, 5-6=-307/72 BOT CHORD 6-7=-24/337 WEBS 2-8=-255/117, 3-8=-472/52, 3-7=-25/279 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-8, Exterior(2R) 4-11-8 to 10-11-8, Interior(1) 10-11-8 to 12-9-4, Exterior(2E) 12-9-4 to 15-9-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss T03 Truss Type Common Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513888 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-??fU_21LAkaU4_yj06NzSjSCli?usrC31A0Dl3zz2Tr Scale = 1:32.9 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 3x4 4x6 4x10 3x4 3x4 2x4 3x4 3x8 2x4 3x4 2x4 0-7-80-7-8 5-1-124-6-4 10-5-25-3-6 15-11-05-5-14 2-9-8 2-9-8 5-4-8 2-7-0 7-11-8 2-7-0 11-10-0 3-10-8 15-11-0 4-1-0 0-11-04-10-120-11-06.00 12 Plate Offsets (X,Y)-- [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.35 0.19 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 7-8 7-8 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-12,6-7: 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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 7-8. REACTIONS. (size)11=0-3-8, 9=0-3-8, 7=0-3-8 Max Horz 11=-52(LC 6) Max Uplift 11=-123(LC 24), 7=-7(LC 11) Max Grav 11=79(LC 23), 9=972(LC 1), 7=316(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-33/416, 3-4=0/399, 5-6=-340/70, 6-7=-252/61 BOT CHORD 7-8=-8/254 WEBS 2-11=-8/279, 4-9=-637/67, 4-8=-31/310 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-8, Exterior(2R) 4-11-8 to 10-11-8, Interior(1) 10-11-8 to 12-9-4, Exterior(2E) 12-9-4 to 15-9-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 11=123. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss T05 Truss Type ROOF SPECIAL Qty 4 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513889 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:02 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-xOnFOk2ciLqCKI568WPRX8XXmWgVKs_MUUVKqyzz2Tp Scale = 1:15.3 1 2 3 4 5 8 7 6 3x4 3x4 3x8 2x4 3x4 2x4 3-11-83-11-8 5-0-01-0-8 -0-11-0 0-11-0 3-11-8 3-11-8 5-0-0 1-0-8 0-10-02-5-131-2-00-10-85.00 12 Plate Offsets (X,Y)-- [4:0-3-8,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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.39 0.24 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-7, 4-5. Except: 6-0-0 oc bracing: 3-4 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=Mechanical Max Horz 8=58(LC 7) Max Uplift 8=-16(LC 10), 6=-16(LC 10) Max Grav 8=289(LC 1), 6=415(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-6=-288/102 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 3-10-4, Exterior(2R) 3-10-4 to 4-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 6-8=-20, 4-5=-310 January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss T07 Truss Type COMMON Qty 3 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513890 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-tnv?pP4sEz4wZbFUFxRvcZdk?KGLolQfyo_Ruqzz2Tn Scale = 1:30.9 1 2 3 4 5 6 8 7 17 18 19 20 4x10 4x6 3x6 2x4 4x8 4x10 4x6 8-11-88-11-8 17-11-08-11-8 8-11-8 8-11-8 17-11-0 8-11-8 18-10-0 0-11-0 0-10-04-6-130-10-05.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-6-3,Edge], [5:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.91 0.60 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.28 0.07 (loc) 7-11 7-11 1 l/defl >999 >760 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=-54(LC 15) Max Uplift 1=-3(LC 10), 5=-14(LC 11) Max Grav 1=715(LC 1), 5=773(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1013/125, 3-5=-1013/126 BOT CHORD 1-7=-19/852, 5-7=-19/852 WEBS 3-7=0/373 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-11-8, Exterior(2R) 5-11-8 to 11-11-8, Interior(1) 11-11-8 to 15-10-0, Exterior(2E) 15-10-0 to 18-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss T08 Truss Type COMMON Qty 4 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513891 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:08 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-mY8Wfn7NHBbL2DZGUnWrnPnR0xZlkPYEtPye1bzz2Tj Scale = 1:68.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 25 26 27 28 3x6 5x10 MT18HS 3x6 5x12 4x6 3x8 MT18HS 4x8 3x6 2x4 3x6 2x4 5x12 4x6 3x8 MT18HS 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 -0-11-0 0-11-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 36-10-0 0-11-0 0-11-09-10-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [10:0-7-1,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-AS 0.85 0.89 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.42 0.14 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 128 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,7-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 8-14, 4-14 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-114(LC 11) Max Uplift 2=-13(LC 10), 10=-13(LC 11) Max Grav 2=1492(LC 1), 10=1492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2299/42, 4-6=-1675/104, 6-8=-1675/104, 8-10=-2299/42 BOT CHORD 2-16=-44/1957, 14-16=-44/1957, 12-14=0/1957, 10-12=0/1957 WEBS 6-14=0/858, 8-14=-707/145, 8-12=0/322, 4-14=-707/144, 4-16=0/322 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss T09 Truss Type COMMON Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513892 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-Ekius78?2VjCgM8S2V14JdKciLvzTskO53iBZ2zz2Ti Scale = 1:67.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 25 26 27 3x6 5x10 MT18HS 3x6 5x12 4x6 3x8 MT18HS 4x8 3x6 2x4 3x6 2x4 5x12 4x6 3x8 MT18HS 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 -0-11-0 0-11-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 0-11-09-10-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [10:0-7-1,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-AS 0.85 0.89 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.42 0.14 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 127 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 8-13, 4-13 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=119(LC 14) Max Uplift 2=-13(LC 10), 10=-2(LC 11) Max Grav 2=1492(LC 1), 10=1436(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2300/43, 4-6=-1676/105, 6-8=-1677/105, 8-10=-2303/45 BOT CHORD 2-15=-50/1958, 13-15=-50/1958, 11-13=0/1962, 10-11=0/1962 WEBS 6-13=0/860, 8-13=-711/145, 8-11=0/323, 4-13=-707/144, 4-15=0/322 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-11-0, Exterior(2E) 32-11-0 to 35-11-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss T10 Truss Type COMMON Qty 11 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513893 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-eJO1V8AtLQ5nXqs1jdanxFy57YwsgDRqn1wsANzz2Tf Scale = 1:67.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 20 21 22 23 3x6 5x10 MT18HS 3x6 5x12 4x6 3x8 MT18HS 4x8 3x6 3x8 3x6 2x4 12x18 MT18HS 3x6 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-8-08-10-0 -0-11-0 0-11-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-8-0 8-10-0 0-11-09-10-121-0-86.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [9:Edge,0-9-13], [11:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.97 0.88 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.40 0.09 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 130 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-10: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 8-13, 4-13 REACTIONS. (size)2=0-3-8, 10=Mechanical Max Horz 2=123(LC 10) Max Uplift 2=-13(LC 10) Max Grav 2=1477(LC 1), 10=1420(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2271/43, 4-6=-1641/106, 6-8=-1647/106, 8-9=-2246/41, 9-10=-1330/51 BOT CHORD 2-15=-54/1933, 13-15=-54/1933, 11-13=0/1912, 10-11=-25/468 WEBS 6-13=0/846, 8-13=-689/137, 8-11=0/258, 4-13=-714/144, 4-15=0/325, 9-11=0/1451 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513894 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:15 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-2u397ACmeLTMOHbcPl8UZuac7lywtVdGU?9Wnhzz2Tc Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 25 26 27 28 3x6 6x10 3x6 6x10 4x6 2x4 4x8 10x10 2x4 2x4 3x8 MT18HS 4x8 4x8 5x12 5x8 3x6 3x8 12x12 5-7-125-7-12 11-1-05-5-4 13-7-02-6-0 17-11-84-4-8 26-8-88-9-0 35-8-08-11-8 -0-11-0 0-11-0 5-7-12 5-7-12 11-1-0 5-5-4 13-7-0 2-6-0 17-11-8 4-4-8 26-8-8 8-9-0 35-8-0 8-11-8 0-11-09-10-121-0-83-0-06.00 12 Plate Offsets (X,Y)-- [12:Edge,0-9-13], [13:0-2-8,0-1-8], [17:0-4-0,Edge], [18:0-7-4,Edge], [20:0-2-8,0-2-0] 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-MSH 0.98 0.86 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.59 0.32 (loc) 19 18 12 l/defl >999 >719 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 156 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,7-16,11-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15, 10-15 REACTIONS. (size)2=0-3-8, 12=Mechanical Max Horz 2=123(LC 10) Max Uplift 2=-15(LC 10), 12=-1(LC 11) Max Grav 2=1475(LC 1), 12=1419(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2252/23, 4-6=-4150/57, 6-7=-3073/54, 7-8=-3038/106, 8-10=-1633/109, 10-11=-2252/43, 11-12=-1334/50 BOT CHORD 2-20=-78/1929, 17-18=-33/3696, 13-15=0/1922, 12-13=-27/366 WEBS 6-18=-8/1330, 4-20=-1137/108, 18-20=-90/2222, 4-18=0/1744, 6-17=-1520/90, 15-17=0/1607, 8-17=-82/2442, 8-15=-409/55, 10-15=-713/135, 10-13=0/273, 11-13=0/1563 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Common Girder Qty 1 Ply 2 20 Estates at Towne Meadow Job Reference (optional) I49513895 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-?HBvYsE0Ayj4dbl_WAAyeJfA8ZiYLTNZxJedrazz2Ta Scale = 1:20.0 1 2 3 4 5 61516 17 18 4x10 3x4 4x10 3x4 3x12 4x6 3-11-83-11-8 7-11-03-11-8 3-11-8 3-11-8 7-11-0 3-11-8 0-11-02-10-120-11-06.00 12 Plate Offsets (X,Y)-- [1:0-5-0,0-0-5], [5:0-6-9,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.59 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 6-13 6-13 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 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 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=24(LC 29) Max Uplift 1=-23(LC 8), 5=-24(LC 9) Max Grav 1=3043(LC 1), 5=3191(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3107/42, 3-5=-3107/42 BOT CHORD 1-6=-12/2737, 5-6=-12/2737 WEBS 3-6=0/2603 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1400 lb down and 20 lb up at 1-0-12, 1400 lb down and 20 lb up at 3-0-12, and 1400 lb down and 20 lb up at 5-0-12, and 1400 lb down and 20 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Common Girder Qty 1 Ply 2 20 Estates at Towne Meadow Job Reference (optional) I49513895 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:17 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-?HBvYsE0Ayj4dbl_WAAyeJfA8ZiYLTNZxJedrazz2Ta 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, 7-11=-20 Concentrated Loads (lb) Vert: 15=-1400(B) 16=-1400(B) 17=-1400(B) 18=-1400(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Common Girder Qty 1 Ply 2 20 Estates at Towne Meadow Job Reference (optional) I49513896 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-xfJgzYFGiazosvvNebCQjkkJgNNopOTsOd7jwTzz2TY Scale = 1:31.0 1 2 3 4 5 6 10 9 8 7181920212223 24 25 8x10 3x6 5x10 MT18HS 10x10 5x8 3x8 3x8 3x8 3x12 8x8 3-11-153-11-15 7-11-83-11-9 11-11-13-11-9 15-11-03-11-15 3-11-15 3-11-15 7-11-8 3-11-9 11-11-1 3-11-9 15-11-0 3-11-15 0-11-04-10-120-11-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-4-9], [6:Edge,0-4-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.95 0.61 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.04 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 170 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-6: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 1=0-3-8 Max Horz 1=51(LC 8) Max Uplift 6=-49(LC 9), 1=-48(LC 8) Max Grav 6=6312(LC 1), 1=6164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8575/79, 2-3=-6580/81, 3-4=-6533/80, 4-6=-8262/80 BOT CHORD 1-10=-84/7517, 8-10=-84/7517, 7-8=-33/7245, 6-7=-33/7245 WEBS 3-8=-23/5487, 4-8=-1695/77, 4-7=0/1817, 2-8=-1997/81, 2-10=0/1964 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1400 lb down and 20 lb up at 1-0-12, 1400 lb down and 20 lb up at 3-0-12, 1400 lb down and 20 lb up at 5-0-12, 1400 lb down and 20 lb up at 7-0-12, 1400 lb down and 20 lb up at 9-0-12, 1400 lb down and 20 lb up at 11-0-12, and 1400 lb down and 20 lb up at 13-0-12, and 1402 lb down and 19 lb up at 15-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Common Girder Qty 1 Ply 2 20 Estates at Towne Meadow Job Reference (optional) I49513896 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:19 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-xfJgzYFGiazosvvNebCQjkkJgNNopOTsOd7jwTzz2TY 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 11-15=-20 Concentrated Loads (lb) Vert: 18=-1400(B) 19=-1400(B) 20=-1400(B) 21=-1400(B) 22=-1400(B) 23=-1400(B) 24=-1400(B) 25=-1402(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss V01 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513897 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-t2RQODHWDBEV6C2ll0Fvo9qp9AAaHSt9sxcq_Lzz2TW Scale = 1:23.7 Sheet Back Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 63x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 7-9-0 7-9-0 0-0-43-10-86.00 12 Plate Offsets (X,Y)-- [5:0-2-9,Edge], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.14 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-9-0. (lb) - Max Horz 1=103(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8 except 9=275(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7, 8, 9. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss V01A Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513898 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-LE?obZI9_VMMjMdyJjm8LMM_vaWp0v7I5bLNXnzz2TV Scale = 1:23.7 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 63x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 7-9-0 7-9-0 0-0-43-10-86.00 12 Plate Offsets (X,Y)-- [5:0-2-9,Edge], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.14 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-9-0. (lb) - Max Horz 1=103(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8 except 9=275(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7, 8, 9. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss V02 Truss Type Valley Qty 2 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513899 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-Id6Z0FJPW6c4zgnKQ8ocQnS9iO5iUoDbYvqUbgzz2TT Scale = 1:17.7 1 2 3 3x4 3x4 3x4 5-9-0 5-9-0 0-0-42-10-86.00 12 Plate Offsets (X,Y)-- [2:0-2-9,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.93 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-9-0, 3=5-9-0 Max Horz 1=74(LC 7) Max Uplift 1=-1(LC 10), 3=-20(LC 10) Max Grav 1=207(LC 1), 3=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss V03 Truss Type Valley Qty 2 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513900 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:D0iJewNUCB5Xi6ovQAkF_nyePID-mpgxDbK1HPkxaqMX_sJrz?_TxnWeDFTknZa286zz2TS Scale = 1:12.2 1 2 3 3x4 3x4 3x4 3-9-0 3-9-0 0-0-41-10-86.00 12 Plate Offsets (X,Y)-- [2:0-2-9,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-8-8, 3=3-8-8 Max Horz 1=46(LC 7) Max Uplift 1=-1(LC 10), 3=-12(LC 10) Max Grav 1=127(LC 1), 3=127(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss V05 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513901 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-iCoheHMHp1_fq7Wv6GMJ2Q3n_bB?h931Et38C?zz2TQ Scale = 1:20.4 1 2 3 4 5 6 3x6 3x8 MT18HS 3x6 2x4 11-3-111-3-1 5-7-8 5-7-8 11-3-1 5-7-8 0-0-42-9-120-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 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 MT18HS Weight: 24 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-3-1, 3=11-3-1, 4=11-3-1 Max Horz 1=31(LC 10) Max Uplift 1=-10(LC 10), 3=-15(LC 11) Max Grav 1=180(LC 23), 3=180(LC 24), 4=447(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-255/108 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-7-9 to 3-7-9, Exterior(2R) 3-7-9 to 7-7-8, Exterior(2E) 7-7-8 to 10-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss V06 Truss Type Valley Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513902 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-eawS3yNYLeEN3RgIDhOn7r99xPks93SKiAYFHtzz2TO Scale = 1:13.7 1 2 3 3x4 3x4 3x4 0-0-80-0-8 7-3-17-2-9 3-7-8 3-7-8 7-3-1 3-7-8 0-0-41-9-120-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.88 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. REACTIONS. (size)1=7-2-1, 3=7-2-1 Max Horz 1=-19(LC 11) Max Uplift 1=-1(LC 10), 3=-1(LC 11) Max Grav 1=253(LC 1), 3=253(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss V07 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513903 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:30 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-6nTqHIOA6yMEhbEUnPv0g2hKvoDKuWxTwqHppKzz2TN Scale = 1:20.4 1 2 3 5 4 3x4 3x4 3x4 2x4 2x4 7-9-6 7-9-6 3-2-140-0-45.00 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 0.37 0.23 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=7-9-6, 3=7-9-6, 4=7-9-6 Max Horz 5=-89(LC 8) Max Uplift 5=-6(LC 11), 4=-40(LC 11) Max Grav 5=131(LC 1), 3=77(LC 17), 4=363(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-272/178 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss V08 Truss Type GABLE Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513904 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:32 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-39bah_PQeZcxwvOtuqxUlTnX8cqoMQCmO8mvtCzz2TL Scale: 3/4"=1' 1 2 3 3x4 3x4 3x4 5-9-6 5-9-6 2-4-140-0-45.00 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 0.90 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=5-9-6, 2=5-9-6 Max Horz 3=-64(LC 6) Max Uplift 3=-17(LC 11), 2=-4(LC 11) Max Grav 3=205(LC 1), 2=205(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 20_ESTATES_AT_TOWNE_~W Truss V09 Truss Type Valley Qty 1 Ply 1 20 Estates at Towne Meadow Job Reference (optional) I49513905 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 3 13:42:34 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:SwxibZz5f4Bu2o0NTFhi2mypyM7-?YjL6gRgAAsfACYF0F_yqus1uQctqKh3rSF0y5zz2TJ Scale = 1:10.6 1 2 3 3x4 3x4 3x4 3-9-6 3-9-6 1-6-140-0-45.00 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 0.31 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=3-8-12, 2=3-8-12 Max Horz 3=-39(LC 6) Max Uplift 3=-10(LC 11), 2=-2(LC 11) Max Grav 3=125(LC 1), 2=125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 4,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths