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HomeMy WebLinkAbout10 Estates at Towne Meadow - Seals16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). October 13,2020 Liu, Xuegang Pages or sheets covered by this seal: I43188609 thru I43188689 My license renewal date for the state of Indiana is July 31, 2022. 10_Estates_at_Towne_Meadow 10 Estates at Towne meadow IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188609 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-ra7UdYeNNiQwSUQC9fofdklP?KqAW407gCWrFayTptf Scale = 1:56.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-5-020-5-0 -1-0-0 1-0-0 10-2-8 10-2-8 20-5-0 10-2-8 21-5-0 1-0-0 1-2-08-9-141-2-09.00 12 Plate Offsets (X,Y)-- [22:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.08 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 297 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 7-19 REACTIONS.All bearings 20-5-0. (lb) - Max Horz 25=175(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 20, 21, 23, 24, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 20, 21, 23, 24, 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) -1-0-0 to 2-2-8, Exterior(2N) 2-2-8 to 7-2-8, Corner(3R) 7-2-8 to 13-2-8, Exterior(2N) 13-2-8 to 18-2-8, Corner(3E) 18-2-8 to 21-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 20, 21, 23, 24, 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188610 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Jmhsquf080Zn3d?OjNJuAxHb4kBpFY5HvsFOo1yTpte Scale = 1:38.4 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-6-013-6-0 -1-0-0 1-0-0 6-9-0 6-9-0 13-6-0 6-9-0 14-6-0 1-0-0 1-1-85-10-141-1-88.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.05 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-6-0. (lb) - Max Horz 20=122(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14, 13 except 20=-101(LC 6), 19=-105(LC 7) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 3-9-0, Corner(3R) 3-9-0 to 9-9-0, Exterior(2N) 9-9-0 to 11-6-0, Corner(3E) 11-6-0 to 14-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 15, 14, 13 except (jt=lb) 20=101, 19=105. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188611 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-nyFE1EgevJhehnaaH4q7i9qlc7W0__KQ8W?yKTyTptd Scale = 1:41.2 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-9-014-9-0 -1-0-0 1-0-0 7-4-8 7-4-8 14-9-0 7-4-8 15-9-0 1-0-0 1-2-06-8-61-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.05 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-9-0. (lb) - Max Horz 20=137(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 4-4-8, Corner(3R) 4-4-8 to 10-4-8, Exterior(2N) 10-4-8 to 12-9-0, Corner(3E) 12-9-0 to 15-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188612 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-F9pcFahGgdpVJx9nqoLMFMNxPXsDjR_ZMAkVsvyTptc Scale = 1:41.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-013-11-0 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1-2-06-4-101-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.05 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 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 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 20=132(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 3-11-8, Corner(3R) 3-11-8 to 9-11-8, Exterior(2N) 9-11-8 to 11-11-0, Corner(3E) 11-11-0 to 14-11-0 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J01 Truss Type Jack-Open Girder Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188613 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-jLN?SviuRxxMw5jzOVsbnav5sxApSwAjbqU2OLyTptb Scale = 1:14.9 1 2 3 7 6 8 4 5 2x4 2x4 4x6 2x4 1-8-01-8-0 4-0-02-4-0 -1-0-0 1-0-0 1-8-0 1-8-0 4-0-0 2-4-0 1-2-02-5-02-1-82-5-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.16 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.03 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=45(LC 8) Max Uplift 7=-11(LC 8), 4=-25(LC 5) Max Grav 7=230(LC 1), 4=89(LC 1), 5=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 38 lb up at 2-0-12 on top chord, and 13 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-2(F) October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J02 Truss Type Jack-Open Girder Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188614 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-BXwNgFiWCE3DYFI9yDNqKnSGeLW6BNRsqUDcxoyTpta Scale = 1:14.9 1 2 3 7 6 8 4 5 2x4 2x4 4x6 2x4 1-8-01-8-0 4-0-02-4-0 -1-0-0 1-0-0 1-8-0 1-8-0 4-0-0 2-4-0 1-2-02-5-02-1-82-5-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.15 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.03 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=45(LC 8) Max Uplift 7=-18(LC 8), 4=-26(LC 5), 5=-2(LC 8) Max Grav 7=228(LC 1), 4=88(LC 1), 5=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 31 lb up at 1-8-0, and 44 lb down and 33 lb up at 2-0-12 on top chord, and 7 lb down and 2 lb up at 1-8-0, and 12 lb down and 11 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=2(B) October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J03 Truss Type Jack-Open Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188615 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-BXwNgFiWCE3DYFI9yDNqKnSHRLYmBNasqUDcxoyTpta Scale = 1:15.1 1 4 2 3 2x4 2x4 2-0-02-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=32(LC 7) Max Uplift 2=-32(LC 10) Max Grav 4=75(LC 1), 2=58(LC 17), 3=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J04 Truss Type Jack-Open Qty 3 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188616 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-fkUltbj8zYB4APtLWwu3t??RXlupwqq038z9TEyTptZ Scale = 1:15.1 1 2 5 3 4 2x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=45(LC 10) Max Uplift 3=-30(LC 10) Max Grav 5=161(LC 1), 3=45(LC 17), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J05 Truss Type Jack-Open Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188617 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-fkUltbj8zYB4APtLWwu3t??QDltawqq038z9TEyTptZ Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-5-152-5-15 -1-6-1 1-6-1 2-5-15 2-5-15 1-2-02-4-155.98 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-14, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-7(LC 10), 3=-26(LC 10) Max Grav 5=223(LC 1), 3=41(LC 1), 4=43(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J06 Truss Type Jack-Open Girder Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188618 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-8w275xkmksJxnYSY3dQIPCXdh8DGfDU9Hoij?gyTptY Scale = 1:15.1 1 2 3 4 7 6 5 2x4 2x4 3x6 5x6 1-0-0 1-0-0 1-8-0 0-8-0 1-11-4 0-3-4 2-0-0 0-0-12 -1-0-0 1-0-0 1-8-0 1-8-0 2-0-0 0-4-0 1-2-02-5-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.11 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.08 (loc) 6-7 6-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-5-8, 5=Mechanical, 3=Mechanical Max Horz 7=45(LC 8) Max Uplift 7=-58(LC 29), 5=-339(LC 8), 3=-194(LC 6) Max Grav 7=159(LC 15), 5=186(LC 27), 3=404(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-185/401 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 7 except (jt=lb) 5=339, 3=194. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 37 lb up at 2-0-0 on top chord, and 12 lb down at 1-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J06 Truss Type Jack-Open Girder Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188618 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:55 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-8w275xkmksJxnYSY3dQIPCXdh8DGfDU9Hoij?gyTptY LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-1(B) 6=-3(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J07 Truss Type Jack-Open Qty 7 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188619 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-c6cVIHlPV9RnPi1kdLxYyQ4mSYYyOjJIWSSGX7yTptX Scale = 1:16.4 1 2 5 3 4 3x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-2-02-8-02-2-82-8-09.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=51(LC 10) Max Uplift 3=-34(LC 10), 4=-3(LC 10) Max Grav 5=161(LC 1), 3=46(LC 17), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J08 Truss Type Jack-Open Qty 2 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188620 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-c6cVIHlPV9RnPi1kdLxYyQ4nyYZqOjJIWSSGX7yTptX Scale = 1:9.9 1 2 5 3 4 3x6 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-01-5-01-0-131-5-04.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=26(LC 6) Max Uplift 5=-31(LC 6), 3=-16(LC 10) Max Grav 5=161(LC 1), 3=40(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J09 Truss Type Jack-Open Structural Gable Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188621 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-4JAuVdl1GTZe1scwB2SnUddx4yvl7AZSl6Bp4ZyTptW Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-5-152-5-15 -1-6-4 1-6-4 2-5-15 2-5-15 1-2-02-4-150-4-102-0-42-4-155.98 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=0-7-7, 4=Mechanical Max Horz 5=41(LC 7) Max Uplift 3=-26(LC 10), 5=-8(LC 10) Max Grav 3=40(LC 1), 5=225(LC 1), 4=43(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J10 Truss Type Jack-Open Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188622 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-4JAuVdl1GTZe1scwB2SnUddxtyvd7AZSl6Bp4ZyTptW Scale = 1:9.9 1 2 5 3 4 3x6 2-9-152-9-15 -1-5-0 1-5-0 2-9-15 2-9-15 0-9-01-5-02.83 12 Plate Offsets (X,Y)-- [2:0-0-5,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=25(LC 6) Max Uplift 5=-48(LC 6), 3=-19(LC 10) Max Grav 5=224(LC 1), 3=58(LC 1), 4=49(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J11 Truss Type Jack-Open Qty 5 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188623 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-YVkGjzmf1nhVe0B7lmz01r95tMFQsd2bzmxNc?yTptV Scale: 1/2"=1' 1 2 3 4 10 9 8 7 5 6 2x4 3x4 2x4 2x4 3x4 3x8 4x6 1-2-121-2-12 2-5-81-2-12 4-0-01-6-8 -1-0-0 1-0-0 1-2-12 1-2-12 2-5-8 1-2-12 4-0-0 1-6-8 1-2-04-2-03-6-03-8-80-8-09.00 12 Plate Offsets (X,Y)-- [7:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 -0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 5=Mechanical, 6=Mechanical Max Horz 10=91(LC 10) Max Uplift 5=-66(LC 10) Max Grav 10=228(LC 1), 5=139(LC 17), 6=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J12 Truss Type Jack-Open Qty 23 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188624 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-YVkGjzmf1nhVe0B7lmz01r94yMD5sdpbzmxNc?yTptV Scale: 1/2"=1' 1 2 5 3 4 3x6 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-2-04-2-03-8-84-2-09.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=91(LC 10) Max Uplift 3=-63(LC 10) Max Grav 5=229(LC 1), 3=109(LC 17), 4=74(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J13 Truss Type Jack-Open Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188625 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-0hIewJnHo4pMGAmJITUFZ2iHfmbxb43lCQgw8RyTptU Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-7-102-7-10 -1-4-6 1-4-6 2-7-10 2-7-10 1-1-32-4-150-4-112-0-42-4-155.98 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-4, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 10) Max Uplift 5=-5(LC 10), 3=-28(LC 10) Max Grav 5=213(LC 1), 3=51(LC 1), 4=46(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J14 Truss Type Jack-Open Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188626 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-0hIewJnHo4pMGAmJITUFZ2iHOmbzb43lCQgw8RyTptU Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-7-102-7-10 -1-6-1 1-6-1 2-7-10 2-7-10 1-1-32-4-155.98 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-4, 3=Mechanical, 4=Mechanical Max Horz 5=46(LC 10) Max Uplift 5=-8(LC 10), 3=-27(LC 10) Max Grav 5=227(LC 1), 3=47(LC 1), 4=46(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J15 Truss Type Jack-Open Qty 4 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188627 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 12:59:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-0hIewJnHo4pMGAmJITUFZ2iICmbab43lCQgw8RyTptU Scale = 1:9.7 1 2 5 3 4 3x6 1-10-81-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 0-9-01-4-81-0-51-4-84.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 3=Mechanical, 4=Mechanical Max Horz 5=25(LC 6) Max Uplift 5=-31(LC 6), 3=-14(LC 10) Max Grav 5=157(LC 1), 3=35(LC 1), 4=32(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss J16 Truss Type Jack-Open Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188628 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Uur08fovZOxDuKLVsB?U6GFS79xSKXJuR4QUguyTptT Scale = 1:9.7 1 2 5 3 4 3x6 2-7-132-7-13 -1-5-0 1-5-0 2-7-13 2-7-13 0-9-01-4-80-3-151-0-91-4-82.83 12 Plate Offsets (X,Y)-- [2:0-0-5,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-14, 3=Mechanical, 4=Mechanical Max Horz 5=24(LC 6) Max Uplift 5=-49(LC 6), 3=-17(LC 10) Max Grav 5=218(LC 1), 3=51(LC 1), 4=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss M01 Truss Type Monopitch Qty 6 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188629 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Uur08fovZOxDuKLVsB?U6GFMP9uuKXJuR4QUguyTptT Scale = 1:17.6 1 2 3 5 4 6 7 4x6 3x6 3x8 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-9-02-9-04.00 12 Plate Offsets (X,Y)-- [3:0-3-3,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=77(LC 7) Max Uplift 4=-17(LC 10), 5=-37(LC 6) Max Grav 4=223(LC 1), 5=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-267/208 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-12, Exterior(2E) 2-10-12 to 5-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss M02 Truss Type Monopitch Qty 9 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188630 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-y4POL_pXJi34WTviQuWjfTnYIZDd3v_2gk91DKyTptS Scale = 1:24.9 1 2 3 4 7 6 5 8 9 3x4 3x6 4x8 3x4 2x4 5-0-05-0-0 10-0-05-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0-9-04-1-04.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [7:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.30 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-0 Max Horz 7=118(LC 7) Max Uplift 5=-29(LC 10), 7=-41(LC 6) Max Grav 5=386(LC 1), 7=463(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/110, 2-7=-391/172 BOT CHORD 6-7=-106/490, 5-6=-106/490 WEBS 3-5=-505/160 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-12, Exterior(2E) 6-10-12 to 9-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss M03 Truss Type Monopitch Qty 7 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188631 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-QGznZKp94?Bx7dUu_b2yBhKj1zZsoMEBuOvalmyTptR Scale = 1:24.9 1 2 3 4 7 6 5 8 9 3x4 3x6 4x8 3x4 2x4 5-0-05-0-0 10-0-05-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0-9-04-1-04.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [7:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.30 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-0 Max Horz 7=118(LC 9) Max Uplift 5=-29(LC 10), 7=-41(LC 6) Max Grav 5=386(LC 1), 7=463(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/110, 2-7=-392/172 BOT CHORD 6-7=-106/490, 5-6=-106/490 WEBS 3-5=-505/160 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-12, Exterior(2E) 6-10-12 to 9-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss M04 Truss Type Monopitch Qty 2 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188632 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-QGznZKp94?Bx7dUu_b2yBhKj1zZsoMEBuOvalmyTptR Scale = 1:24.9 1 2 3 4 7 6 5 8 9 3x4 3x6 4x8 3x4 2x4 5-0-05-0-0 10-0-05-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0-9-04-1-04.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [7:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.30 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-0 Max Horz 7=118(LC 7) Max Uplift 5=-29(LC 10), 7=-41(LC 6) Max Grav 5=386(LC 1), 7=463(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/110, 2-7=-392/172 BOT CHORD 6-7=-106/490, 5-6=-106/490 WEBS 3-5=-505/160 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-12, Exterior(2E) 6-10-12 to 9-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188633 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-vSX9mgqorJJoln34XJZBkutrZNjPXjgK72e8HDyTptQ Scale = 1:23.6 1 2 3 4 6 57891011 3x6 5x8 5x6 5x12 4x8 3x12 4-10-94-10-9 10-0-05-1-7 -1-0-0 1-0-0 4-10-9 4-10-9 10-0-0 5-1-7 0-9-04-1-04.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [2:0-5-5,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-R 0.69 0.99 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.02 (loc) 2-6 2-6 5 l/defl >999 >981 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size)5=Mechanical, 2=0-3-0 Max Horz 2=111(LC 24) Max Uplift 5=-121(LC 8), 2=-130(LC 4) Max Grav 5=1259(LC 1), 2=1414(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2282/181 BOT CHORD 2-6=-182/2073, 5-6=-182/2073 WEBS 3-6=-60/1333, 3-5=-2160/213 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=121, 2=130. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 362 lb down and 39 lb up at 1-11-4, 366 lb down and 41 lb up at 3-1-4, 366 lb down and 43 lb up at 4-3-4, and 366 lb down and 47 lb up at 6-3-4, and 366 lb down and 53 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-362 8=-366 9=-366 10=-366 11=-366 October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188634 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Nf5X_0rQcdSfNxeG504QG6P8JnGFGLdUMiOhpfyTptP Scale = 1:17.8 2 3 4 5 6 8 1 7 3x4 3x4 2x4 2x4 2x4 2x4 9-5-09-5-0 1-10-8 1-10-8 7-6-8 5-8-0 9-5-0 1-10-8 1-3-00-1-40-1-81-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.18 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=-20(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 6, 8 except 7=-158(LC 24) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2 except 6=405(LC 24), 8=350(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 1-10-8, Corner(3R) 1-10-8 to 7-6-8, Corner(3E) 7-6-8 to 9-1-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 6, 8 except (jt=lb) 7=158. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188635 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Nf5X_0rQcdSfNxeG504QG6P5cnDlGLIUMiOhpfyTptP Scale = 1:18.1 2 3 4 5 1 7 8 6 3x4 3x4 4x6 4x6 9-5-09-5-0 4-1-8 4-1-8 5-3-8 1-2-0 9-5-0 4-1-8 2-9-00-1-40-1-82-7-88.00 12 Plate Offsets (X,Y)-- [2:0-1-5,Edge], [3:0-2-0,0-2-3], [4:0-2-0,0-2-3], [5:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.34 0.00 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: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.REACTIONS. (size)1=9-5-0, 6=9-5-0, 2=9-5-0, 5=9-5-0 Max Horz 1=-46(LC 6) Max Uplift 1=-406(LC 3), 6=-406(LC 3) Max Grav 2=664(LC 3), 5=664(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/140, 4-5=-295/140 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 6-1-11, Corner(3E) 6-1-11 to 9-1-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=406, 6=406. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss PB03 Truss Type GABLE Qty 2 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188636 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-rrfvBMs2NwaW_5DTfkbfpJyIZAdK?o0daM7EM5yTptO Scale = 1:21.0 2 3 4 6 1 7 8 5 4x6 3x4 3x4 2x4 9-5-09-5-0 4-8-8 4-8-8 9-5-0 4-8-8 3-1-110-1-40-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.13 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=53(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 1=-235(LC 17), 5=-213(LC 18), 2=-153(LC 10), 4=-140(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=449(LC 17), 4=441(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 6-1-11, Corner(3E) 6-1-11 to 9-1-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 1, 213 lb uplift at joint 5, 153 lb uplift at joint 2 and 140 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss PB04 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188637 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-J1DHOisg8EiNcFofDR6uMXURCavCkFonp0touXyTptN Scale = 1:17.8 2 3 4 5 1 7 8 6 3x4 3x4 4x6 4x6 9-5-09-5-0 3-10-11 3-10-11 5-6-5 1-7-10 9-5-0 3-10-11 2-7-20-1-40-1-82-5-108.00 12 Plate Offsets (X,Y)-- [2:0-1-5,Edge], [3:0-2-0,0-2-3], [4:0-2-0,0-2-3], [5:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.34 0.00 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: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.REACTIONS. (size)1=9-5-0, 6=9-5-0, 2=9-5-0, 5=9-5-0 Max Horz 1=-44(LC 8) Max Uplift 1=-399(LC 3), 6=-399(LC 3) Max Grav 2=657(LC 3), 5=657(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-303/145, 4-5=-303/145 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 6-1-11, Corner(3E) 6-1-11 to 9-1-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 1 and 399 lb uplift at joint 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss PB05 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188638 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-nEngc2tIvYqEEONrm9d7uk1fd_JRTiMw2fcLQ_yTptM Scale = 1:17.8 2 3 4 5 6 9 8 1 7 3x4 2x4 2x4 2x4 4x6 2x4 2x4 9-5-09-5-0 1-7-11 1-7-11 7-9-5 6-1-10 9-5-0 1-7-11 1-1-20-1-40-1-80-11-108.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=-17(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 8 except 9=329(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 1-7-11, Corner(3R) 1-7-11 to 7-9-5, Corner(3E) 7-9-5 to 9-1-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T01 Truss Type Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188639 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-FQK2pOuwgry4rYy2Ks9MRyamFObbC2v4HJMvyQyTptL Scale = 1:42.3 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 5x6 5x6 4x6 3x4 3x4 3x8 2x4 3x8 3x8 4x6 3x4 6-10-86-10-8 11-11-85-1-0 17-0-85-1-0 23-11-06-10-8 -1-0-0 1-0-0 6-10-8 6-10-8 11-11-8 5-1-0 17-0-8 5-1-0 23-11-0 6-10-8 1-1-05-6-25-8-01-1-05-6-28.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [3:0-3-3,Edge], [5:0-3-3,Edge], [6:0-1-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.35 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.08 0.03 (loc) 9 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 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* 3-11,5-8: 2x4 SPF-S Stud, 2-12,6-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-5 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-5-8, 7=Mechanical Max Horz 12=112(LC 9) Max Grav 12=1014(LC 1), 7=936(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1171/55, 3-4=-879/84, 4-5=-883/84, 5-6=-1176/56, 2-12=-942/76, 6-7=-865/47 BOT CHORD 11-12=-103/389, 9-11=-6/1075, 8-9=-6/1075, 7-8=-72/360 WEBS 3-11=0/327, 4-11=-359/73, 4-8=-355/73, 5-8=0/328, 2-11=-55/592, 6-8=-66/577 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 2-7-9, Exterior(2R) 2-7-9 to 11-1-7, Interior(1) 11-1-7 to 12-9-9, Exterior(2R) 12-9-9 to 20-8-4, Exterior(2E) 20-8-4 to 23-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T02 Truss Type Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188640 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-jcuQ1kvZR94xTiXEuagbz96xwoxnxYVDVz5SVsyTptK Scale = 1:50.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 5x8 6x18 MT18HS 7x16 MT18HS 3x4 3x4 3x6 3x6 3x4 3x8 3x6 3x6 3x4 5x6 4-8-04-8-0 9-1-84-5-8 14-9-85-8-0 19-3-04-5-8 23-11-04-8-0 4-8-0 4-8-0 9-1-8 4-5-8 14-9-8 5-8-0 19-3-0 4-5-8 23-11-0 4-8-0 24-11-0 1-0-0 1-1-07-0-27-2-01-1-07-0-28.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [3:1-0-12,Edge], [4:1-1-3,Edge], [6:0-3-0,0-1-8], [9:0-2-8,0-1-8], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.29 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 101 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-14,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS. (size)14=Mechanical, 8=0-5-8 Max Horz 14=-138(LC 6) Max Grav 14=943(LC 1), 8=1015(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1177/37, 2-3=-1019/82, 3-4=-801/93, 4-5=-1017/80, 5-6=-1170/34, 1-14=-887/25, 6-8=-959/49 BOT CHORD 13-14=-103/281, 11-13=0/914, 10-11=0/801, 9-10=0/907 WEBS 3-11=0/283, 4-10=0/281, 1-13=0/723, 6-9=0/752 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-8-0, Exterior(2R) 4-8-0 to 19-3-0, Interior(1) 19-3-0 to 21-11-0, Exterior(2E) 21-11-0 to 24-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T03 Truss Type Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188641 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-BpSoE3wBCTCo5s6QSHBqWNf3MBHbgzxMkdr?1JyTptJ Scale = 1:53.5 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 6x8 4x6 4x6 6x8 4x6 3x4 3x6 3x4 3x4 3x8 3x6 3x4 4x6 5-9-85-9-8 11-4-85-7-0 12-6-81-2-0 18-1-85-7-0 23-11-05-9-8 5-9-8 5-9-8 11-4-8 5-7-0 12-6-8 1-2-0 18-1-8 5-7-0 23-11-0 5-9-8 1-1-08-8-01-1-08-8-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [3:0-4-0,0-2-0], [4:0-4-0,0-2-0], [6:0-3-8,Edge], [7:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.59 0.31 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.09 0.02 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 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* 1-13,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (size)13=Mechanical, 7=0-5-8 Max Horz 13=-157(LC 6) Max Grav 13=945(LC 1), 7=945(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1201/11, 2-3=-917/73, 3-4=-689/93, 4-5=-920/73, 5-6=-1199/11, 1-13=-882/22, 6-7=-881/22 BOT CHORD 12-13=-127/363, 10-12=-21/922, 9-10=0/683, 8-9=0/920, 7-8=-41/268 WEBS 2-10=-336/99, 3-10=-16/255, 4-9=-41/304, 5-9=-327/99, 1-12=0/665, 6-8=0/659 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-1-9, Exterior(2R) 7-1-9 to 16-9-7, Interior(1) 16-9-7 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T04 Truss Type Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188642 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-8BaYflxRk4SWKAFpZiDIbokN9?oP8l_fCxK66ByTptH Scale = 1:85.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 33 34 35 8x14 MT18HS 3x6 8x14 MT18HS 3x8 MT18HS 2x4 3x6 6x10 2x4 2x4 3x8 MT18HS 6x6 4x10 5x12 3x6 8x10 3x6 2x4 3x8 2x4 5x8 3x6 3x6 4x6 5x8 12x18 MT18HS 3x6 3x16 MT18HS 1-4-0 1-4-0 2-5-8 1-1-8 6-10-8 4-5-0 12-5-8 5-7-0 19-1-14 6-8-6 25-9-0 6-7-2 32-4-2 6-7-2 39-0-8 6-8-6 42-4-8 3-4-0 45-11-0 3-6-8 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 6-10-8 4-5-0 12-5-8 5-7-0 19-1-14 6-8-6 25-9-0 6-7-2 32-4-2 6-7-2 39-0-8 6-8-6 42-4-8 3-4-0 45-11-0 3-6-8 46-11-0 1-0-0 1-1-05-8-01-1-00-8-05-8-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-10-0,0-1-8], [7:0-2-8,0-1-8], [12:0-10-8,0-1-12], [16:Edge,0-10-2], [16:0-1-12,0-0-0], [17:0-2-8,0-2-0], [18:0-2-8,0-1-8], [25:0-3-4,0-3-4] , [26:0-2-8,0-1-8], [27:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.70 1.00 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.69 0.24 (loc) 22-23 22-23 16 l/defl >999 >796 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 194 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 23-25: 2x4 SPF No.2, 2-30,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-8 max.): 5-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 1-4-12 oc bracing: 22-23 2-2-0 oc bracing: 19-22. WEBS 1 Row at midpt 9-23, 9-19 REACTIONS. (size)30=0-3-8, 16=0-3-8 Max Horz 30=-117(LC 8) Max Grav 30=1892(LC 1), 16=1893(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1536/15, 3-4=-2840/75, 4-5=-2785/84, 5-6=-3506/141, 6-7=-3500/142, 7-9=-3810/131, 9-10=-3259/120, 10-12=-3260/120, 12-13=-2413/72, 13-14=-2254/32, 2-30=-1796/5, 14-16=-1824/16 BOT CHORD 26-27=-134/2429, 25-26=-95/2266, 22-23=-130/3853, 19-22=-130/3853, 18-19=0/1990, 17-18=0/1811 WEBS 6-25=-367/107, 3-29=-1665/66, 27-29=-104/1406, 3-27=-60/1614, 5-26=0/256, 5-25=-130/1661, 23-25=-145/3732, 7-25=-425/55, 9-22=0/252, 9-19=-795/62, 10-19=-404/112, 12-19=-109/1662, 13-18=-80/322, 13-17=-403/29, 2-29=0/1259, 14-17=0/1664 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-4-4, Exterior(2R) 2-4-4 to 11-1-7, Interior(1) 11-1-7 to 34-9-9, Exterior(2R) 34-9-9 to 43-3-7, Interior(1) 43-3-7 to 43-11-0, Exterior(2E) 43-11-0 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 12 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.).October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T05 Truss Type Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188643 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-4aiJ4RzhGhiEZTPBh7FmgDqkTpX5cd9yfFpDA4yTptF Scale = 1:85.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 30 31 32 33 34 8x14 MT18HS 4x6 8x14 MT18HS 3x4 2x4 3x6 5x12 2x4 2x4 3x8 MT18HS 6x6 4x8 5x12 3x6 6x10 4x6 2x4 3x8 2x4 5x8 3x6 3x6 3x8 5x8 12x18 MT18HS3x6 1-4-0 1-4-0 2-5-8 1-1-8 9-1-8 6-8-0 12-5-8 3-4-0 18-7-2 6-1-10 24-7-8 6-0-6 30-7-14 6-0-6 36-9-8 6-1-10 41-3-0 4-5-8 45-11-0 4-8-0 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 9-1-8 6-8-0 12-5-8 3-4-0 18-7-2 6-1-10 24-7-8 6-0-6 30-7-14 6-0-6 36-9-8 6-1-10 41-3-0 4-5-8 45-11-0 4-8-0 46-11-0 1-0-0 1-1-07-2-01-1-00-8-07-2-08.00 12 Plate Offsets (X,Y)-- [5:1-0-0,0-5-4], [7:0-2-8,0-2-0], [8:0-3-0,Edge], [11:0-10-0,0-1-8], [15:0-1-12,0-0-0], [15:Edge,0-10-2], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [24:0-5-8,0-2-12], [25:0-2-8,0-1-8], [26:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.58 0.79 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.21 (loc) 21-22 21-22 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 215 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-29: 2x6 SPF No.2, 13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-11 max.): 5-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-24, 9-22, 9-19 REACTIONS. (size)29=0-3-8, 15=0-3-8 Max Horz 29=145(LC 9) Max Grav 29=1894(LC 1), 15=1890(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1447/0, 3-4=-2737/33, 4-5=-2699/43, 5-6=-2660/72, 6-7=-2656/72, 7-9=-2968/66, 9-10=-2704/66, 10-11=-2704/66, 11-12=-2395/43, 12-13=-2390/0, 2-29=-1795/0, 13-15=-1820/0 BOT CHORD 28-29=-119/250, 25-26=-139/2415, 24-25=-70/2165, 21-22=-63/3020, 19-21=-63/3020, 17-19=0/1940, 16-17=0/1916 WEBS 4-26=-272/86, 6-24=-290/103, 3-28=-1575/40, 26-28=-106/1277, 3-26=-67/1739, 4-25=-350/164, 5-25=0/293, 5-24=-135/1132, 22-24=-84/2909, 7-24=-497/79, 9-19=-523/56, 10-19=-382/108, 11-19=-100/1202, 12-16=-265/43, 2-28=0/1148, 13-16=0/1697 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 4-10-9, Exterior(2R) 4-10-9 to 13-4-7, Interior(1) 13-4-7 to 32-6-9, Exterior(2R) 32-6-9 to 41-3-0, Interior(1) 41-3-0 to 43-11-0, Exterior(2E) 43-11-0 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T06 Truss Type HIP Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188644 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-U9NRiT?aYc4pQx8mMFpTIrSCX0Vbp0JOLD1tnPyTptC Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 5x10 MT18HS 4x6 5x8 3x4 2x4 3x6 4x6 2x4 3x8 MT18HS 5x6 4x8 5x12 6x8 5x12 5x8 4x6 2x4 4x8 4x8 3x6 3x8 5x8 12x18 MT18HS3x8 MT18HS 1-4-0 1-4-0 2-5-8 1-1-8 11-4-8 8-11-0 12-5-8 1-1-0 19-10-4 7-4-12 27-1-12 7-3-8 34-6-8 7-4-12 40-1-8 5-7-0 45-11-0 5-9-8 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 11-4-8 8-11-0 12-5-8 1-1-0 19-10-4 7-4-12 27-1-12 7-3-8 34-6-8 7-4-12 40-1-8 5-7-0 45-11-0 5-9-8 46-11-0 1-0-0 1-1-08-8-01-1-00-8-08-8-08.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [5:0-6-4,0-2-8], [7:0-2-8,0-2-0], [10:0-4-0,0-1-9], [14:0-1-12,0-0-0], [14:Edge,0-10-2], [15:0-2-8,0-1-8], [22:0-5-0,0-3-0], [24:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.79 0.99 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.51 0.20 (loc) 23-24 23-24 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 236 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8,8-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-22,9-20,9-16: 2x4 SPF No.2, 2-27: 2x6 SPF No.2 12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-13 max.): 5-10. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-23, 7-22, 7-20, 9-20, 9-16, 6-23 REACTIONS. (size)27=0-3-8, 14=0-3-8 Max Horz 27=-171(LC 8) Max Grav 27=1896(LC 1), 14=1890(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1459/0, 3-4=-2747/0, 4-5=-2642/0, 5-6=-2078/15, 6-7=-2160/27, 7-9=-2496/6, 9-10=-1876/24, 10-11=-2343/0, 11-12=-2466/0, 2-27=-1805/0, 12-14=-1814/0 BOT CHORD 26-27=-139/302, 23-24=-139/2498, 22-23=-50/2152, 18-20=0/2452, 16-18=0/2452, 15-16=0/1966, 14-15=-12/336 WEBS 4-24=-376/134, 6-22=-97/629, 3-26=-1507/13, 24-26=-101/1256, 3-24=-120/1878, 4-23=-528/245, 5-23=-92/964, 20-22=-25/2461, 7-22=-588/108, 9-18=0/291, 9-16=-951/111, 10-16=0/849, 12-15=0/1648, 2-26=0/1083, 6-23=-761/283 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-1-9, Exterior(2R) 7-1-9 to 15-7-7, Interior(1) 15-7-7 to 30-3-9, Exterior(2R) 30-3-9 to 38-9-7, Interior(1) 38-9-7 to 43-11-0, Exterior(2E) 43-11-0 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T07 Truss Type Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188645 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-juQrbY6DRNDX?JKVOeTaAlKjeegFQ81jQ7jsbNyTpt3 Scale = 1:87.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 32 33 34 35 36 4x6 6x10 4x6 8x8 3x6 3x8 MT18HS 2x4 3x6 2x4 2x4 3x6 6x6 4x10 5x12 3x6 3x6 4x8 6x8 3x8 2x4 2x4 3x8 3x8 3x6 3x8 5x8 12x18 MT18HS3x6 1-4-0 1-4-0 2-5-8 1-1-8 7-5-8 5-0-0 12-5-8 5-0-0 13-7-8 1-2-0 19-10-9 6-3-1 26-0-7 6-1-13 32-3-8 6-3-1 39-0-0 6-8-8 45-11-0 6-11-0 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 7-5-8 5-0-0 12-5-8 5-0-0 13-7-8 1-2-0 19-10-9 6-3-1 26-0-7 6-1-13 32-3-8 6-3-1 39-0-0 6-8-8 45-11-0 6-11-0 46-11-0 1-0-0 1-1-010-2-01-1-00-8-010-2-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-1-10,Edge], [8:0-5-12,0-1-4], [11:0-3-0,Edge], [12:0-5-5,0-3-4], [17:0-1-12,0-0-0], [17:Edge,0-10-2], [18:0-2-8,0-1-8], [24:0-2-8,0-2-0], [26:0-2-8,0-3-4], [27:0-2-8,0-1-8], [28:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.96 0.64 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.35 0.19 (loc) 21-23 21-23 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 238 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-12: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-23,10-23,10-19: 2x4 SPF No.2, 2-31,15-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-15 max.): 8-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-25, 8-24, 9-23, 10-23, 10-19, 13-19 REACTIONS. (size)31=0-3-8, 17=0-3-8 Max Horz 31=-198(LC 8) Max Grav 31=1892(LC 1), 17=1893(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1535/0, 3-5=-2843/0, 5-6=-2770/0, 6-7=-2440/0, 7-8=-2282/47, 8-9=-2087/25, 9-10=-2087/25, 10-12=-1802/51, 12-13=-2256/0, 13-15=-2516/0, 2-31=-1796/0, 15-17=-1812/0 BOT CHORD 30-31=-162/278, 27-28=-86/2448, 26-27=-10/2243, 23-24=-4/1784, 21-23=0/2086, 19-21=0/2086, 18-19=0/1996, 17-18=-39/408 WEBS 3-30=-1658/1, 28-30=-99/1402, 3-28=-23/1645, 5-27=-287/122, 6-27=0/258, 6-26=-446/100, 24-26=-1/1997, 8-26=-95/1219, 8-24=-738/66, 8-23=-101/669, 9-23=-378/104, 10-19=-667/115, 12-19=0/763, 13-19=-323/124, 2-30=0/1252, 15-18=0/1601 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-4-9, Exterior(2R) 9-4-9 to 17-10-7, Interior(1) 17-10-7 to 28-0-9, Exterior(2R) 28-0-9 to 36-6-7, Interior(1) 36-6-7 to 43-11-0, Exterior(2E) 43-11-0 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 8%, joint 15 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.).October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T08 Truss Type Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188646 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Y2n6sbB_0DzhkEnfkva_P0Zn13joqtDco2AAo1yTpsz Scale = 1:90.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 3x6 6x18 MT18HS 6x18 MT18HS 3x6 4x6 3x6 3x6 3x8 3x8 2x4 4x8 3x8 3x6 3x8 4x10 4x6 4x10 3x6 3x6 8-0-88-0-8 15-10-87-10-0 22-11-87-1-0 30-0-87-1-0 37-10-87-10-0 45-11-08-0-8 -1-0-0 1-0-0 8-0-8 8-0-8 15-10-8 7-10-0 22-11-8 7-1-0 30-0-8 7-1-0 37-10-8 7-10-0 45-11-0 8-0-8 46-11-0 1-0-0 1-1-011-8-01-1-011-8-08.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [5:1-3-5,0-3-4], [7:1-3-5,0-3-4], [10:0-4-8,0-1-8], [12:Edge,0-2-0], [13:0-2-8,0-1-8], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.63 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.29 0.11 (loc) 16 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 231 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,6-18,6-16,6-15,7-15: 2x4 SPF No.2, 2-21,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-9 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 6-15, 8-15 REACTIONS. (size)21=0-3-8, 12=0-3-8 Max Horz 21=-225(LC 8) Max Grav 21=1892(LC 1), 12=1892(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2505/0, 4-5=-2140/39, 5-6=-1687/74, 6-7=-1687/74, 7-8=-2140/39, 8-10=-2505/0, 2-21=-1804/18, 10-12=-1804/17 BOT CHORD 20-21=-174/621, 18-20=0/1973, 16-18=0/1848, 15-16=0/1848, 13-15=0/1973, 12-13=-57/487 WEBS 4-18=-423/138, 5-18=0/675, 6-18=-471/132, 6-16=0/260, 6-15=-471/132, 7-15=0/675, 8-15=-423/138, 2-20=0/1495, 10-13=0/1495 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 11-7-9, Exterior(2R) 11-7-9 to 20-1-7, Interior(1) 20-1-7 to 25-9-9, Exterior(2R) 25-9-9 to 34-3-7, Interior(1) 34-3-7 to 43-11-0, Exterior(2E) 43-11-0 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188647 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-UQvtGHCEYrDOzYx1sKcSURf9PsNmImfuFMfHswyTpsx Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 3x6 10x16 MT18HS 8x8 5x10 MT18HS 5x10 MT18HS 3x6 12x18 MT18HS 3x6 3x6 3x8 3x6 3x6 3x8 3x6 4x8 3x6 3x6 3x6 3x8 12x18 MT18HS3x6 7-4-67-4-6 14-6-37-1-14 18-6-34-0-0 20-3-01-8-13 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 7-4-6 7-4-6 14-6-3 7-1-14 18-6-3 4-0-0 20-3-0 1-8-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 46-11-0 1-0-0 1-1-010-9-211-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [5:1-3-4,0-6-0], [7:0-6-0,0-1-8], [9:0-6-0,0-1-8], [15:Edge,0-10-2], [15:0-1-12,0-0-0], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [24:0-2-8,0-1-8], [25:Edge,0-10-2], [25:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.59 0.73 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.46 0.11 (loc) 19-20 19-20 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 264 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-24,4-23,10-19,10-17,11-17,11-16,2-24,13-16: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-7 max.): 5-6, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-23, 6-21, 6-20, 8-20, 8-19, 10-19 REACTIONS. (size)25=0-3-8, 15=0-3-8 Max Horz 25=229(LC 9) Max Uplift 25=-1(LC 10) Max Grav 25=1894(LC 1), 15=1894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2528/39, 4-5=-2217/113, 5-6=-1895/130, 6-7=-2083/145, 7-8=-1789/142, 8-9=-1662/140, 9-10=-2076/132, 10-11=-2352/81, 11-13=-2465/25, 2-25=-1810/60, 13-15=-1822/48 BOT CHORD 24-25=-175/588, 23-24=-30/2001, 21-23=0/1755, 20-21=0/1900, 19-20=0/1773, 17-19=0/1884, 16-17=0/1970, 15-16=-23/302 WEBS 4-23=-366/121, 5-23=0/419, 5-21=-96/483, 6-21=-495/64, 6-20=-684/153, 7-20=-14/823, 8-19=-445/124, 9-19=0/783, 10-19=-447/137, 2-24=0/1558, 13-16=0/1689 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-6-3, Exterior(2R) 11-6-3 to 17-6-3, Interior(1) 17-6-3 to 18-6-3, Exterior(2R) 18-6-3 to 23-3-0, Interior(1) 23-3-0 to 26-8-0, Exterior(2R) 26-8-0 to 32-8-0, Interior(1) 32-8-0 to 43-11-0, Exterior(2E) 43-11-0 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 4% 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) 25. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.).October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188648 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-v?b?vIE7rmczq?gcXSA963HdP4PxV5_LxKtxTEyTpsu Scale = 1:86.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 2221 20 19 18 17 16 15 27 28 29 30 31 32 3x6 5x8 5x6 5x8 5x10 MT18HS 3x6 12x18 MT18HS 3x6 3x6 4x6 3x6 3x6 3x6 4x6 4x8 3x6 4x8 3x6 3x6 3x6 3x8 12x18 MT18HS 3x6 4-2-124-2-12 8-2-154-0-4 12-3-34-0-4 16-3-34-0-0 20-3-03-11-13 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 4-2-12 4-2-12 8-2-15 4-0-4 12-3-3 4-0-4 16-3-3 4-0-0 20-3-0 3-11-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1-1-09-3-211-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-0], [8:0-4-12,0-2-0], [10:0-6-0,0-1-8], [15:Edge,0-10-2], [15:0-1-12,0-0-0], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [21:0-2-8,0-2-0], [23:0-2-8,0-1-8] , [24:0-2-8,0-1-8], [25:0-2-8,0-2-0], [26:0-1-12,0-0-0], [26:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.79 0.70 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.49 0.12 (loc) 19-20 19-20 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 246 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-20,9-20,9-19,10-19: 2x4 SPF No.2, 2-26,14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-1 max.): 6-7, 8-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-21, 7-20, 9-20, 9-19, 11-19 REACTIONS. (size)26=0-3-8, 15=Mechanical Max Horz 26=224(LC 7) Max Grav 26=1895(LC 1), 15=1824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2358/27, 4-5=-2411/68, 5-6=-2258/110, 6-7=-2116/118, 7-8=-2187/145, 8-9=-1788/146, 9-10=-1664/142, 10-11=-2079/134, 11-12=-2356/84, 12-14=-2474/27, 2-26=-1829/47, 14-15=-1753/21 BOT CHORD 25-26=-186/344, 24-25=-71/1897, 23-24=-18/1952, 21-23=0/1827, 20-21=0/2124, 19-20=0/1774, 17-19=0/1888, 16-17=0/1979, 15-16=-39/333 WEBS 4-25=-307/41, 5-23=-276/96, 6-23=-28/328, 6-21=-7/724, 7-21=-625/34, 7-20=-829/133, 8-20=-5/883, 9-19=-443/124, 10-19=0/786, 11-19=-448/137, 2-25=0/1721, 14-16=0/1667 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-3-3, Exterior(2R) 9-3-3 to 15-3-3, Interior(1) 15-3-3 to 17-3-0, Exterior(2R) 17-3-0 to 23-3-0, Interior(1) 23-3-0 to 26-8-0, Exterior(2R) 26-8-0 to 32-8-0, Interior(1) 32-8-0 to 42-9-4, Exterior(2E) 42-9-4 to 45-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188649 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-JaG8XKH?8h_YhTOBCajskiv8hHQWiRQneI6b4ZyTpsr Scale = 1:85.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 296x18 MT18HS 5x12 8x8 6x6 3x6 12x18 MT18HS 3x8 MT18HS 3x6 3x8 3x6 5x6 4x8 4x6 4x8 3x6 3x6 3x6 3x8 12x18 MT18HS3x6 5-1-55-1-5 10-0-34-10-13 14-0-34-0-0 20-3-06-2-13 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 5-1-5 5-1-5 10-0-3 4-10-13 14-0-3 4-0-0 20-3-0 6-2-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1-1-07-7-411-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [4:1-0-12,Edge], [5:0-6-0,0-1-15], [6:0-5-5,0-3-4], [8:0-3-0,0-2-3], [13:Edge,0-10-2], [13:0-1-12,0-0-0], [14:0-2-8,0-1-8], [15:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:0-2-8,0-1-8], [22:0-2-8,0-1-8], [23:Edge,0-10-2], [23:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.79 0.77 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.48 0.12 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 239 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,7-17,8-17: 2x4 SPF No.2, 2-23,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-10 max.): 4-5, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 5-18, 7-18, 7-17, 9-17 REACTIONS. (size)23=0-3-8, 13=Mechanical Max Horz 23=223(LC 9) Max Uplift 23=-1(LC 10) Max Grav 23=1895(LC 1), 13=1824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2437/35, 3-4=-2384/85, 4-5=-2390/98, 5-6=-2254/130, 6-7=-1804/145, 7-8=-1671/139, 8-9=-2078/131, 9-10=-2356/81, 10-12=-2474/25, 2-23=-1825/53, 12-13=-1753/19 BOT CHORD 22-23=-183/392, 21-22=-63/1952, 20-21=0/1932, 18-20=0/2401, 17-18=0/1782, 15-17=0/1888, 14-15=0/1979, 13-14=-38/332 WEBS 4-20=-4/981, 5-20=-789/58, 5-18=-929/121, 6-18=0/821, 7-17=-447/126, 8-17=0/771, 9-17=-434/133, 2-22=0/1711, 12-14=0/1668 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-3, Exterior(2R) 7-0-3 to 13-0-3, Interior(1) 13-0-3 to 17-3-0, Exterior(2R) 17-3-0 to 23-3-0, Interior(1) 23-3-0 to 26-8-0, Exterior(2R) 26-8-0 to 32-8-0, Interior(1) 32-8-0 to 42-9-4, Exterior(2E) 42-9-4 to 45-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.).October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188650 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-FzOuy0IFfIEGwnYaK?mKp7_UA52gALo45cbi8SyTpsp Scale = 1:85.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 6x18 MT18HS 6x6 6x6 6x6 3x6 12x18 MT18HS 3x8 MT18HS 3x6 4x6 3x6 5x6 3x12 4x6 4x8 3x6 3x6 3x6 3x8 12x18 MT18HS3x6 3-11-133-11-13 7-9-33-9-5 11-9-34-0-0 20-3-08-5-13 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 3-11-13 3-11-13 7-9-3 3-9-5 11-9-3 4-0-0 20-3-0 8-5-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1-1-06-1-411-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [4:1-0-8,0-3-4], [6:0-3-12,0-4-0], [8:0-3-0,0-2-3], [13:Edge,0-10-2], [13:0-1-12,0-0-0], [14:0-2-8,0-1-8], [15:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:0-2-8,0-1-8], [22:0-2-8,0-2-0], [23:Edge,0-10-2], [23:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.79 0.92 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.44 0.13 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 244 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,6-18,7-18,7-17,8-17: 2x4 SPF No.2, 2-23,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-3 max.): 4-5, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS. (size)23=0-3-8, 13=Mechanical Max Horz 23=224(LC 7) Max Uplift 23=-1(LC 10) Max Grav 23=1895(LC 1), 13=1824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2328/30, 3-4=-2422/70, 4-5=-2725/76, 5-6=-2314/114, 6-7=-1828/144, 7-8=-1671/138, 8-9=-2077/128, 9-10=-2357/79, 10-12=-2474/22, 2-23=-1830/47, 12-13=-1752/18 BOT CHORD 22-23=-185/328, 21-22=-73/1874, 20-21=-21/1984, 18-20=0/2741, 17-18=0/1779, 15-17=0/1888, 14-15=0/1979, 13-14=-38/332 WEBS 3-22=-333/45, 4-20=0/1337, 5-20=-988/81, 5-18=-1114/121, 6-18=0/721, 7-17=-443/123, 8-17=0/762, 9-17=-435/132, 2-22=0/1713, 12-14=0/1667 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-9-3, Exterior(2R) 4-9-3 to 10-9-3, Interior(1) 10-9-3 to 17-3-0, Exterior(2R) 17-3-0 to 23-3-0, Interior(1) 23-3-0 to 26-8-0, Exterior(2R) 26-8-0 to 32-8-0, Interior(1) 32-8-0 to 42-9-4, Exterior(2E) 42-9-4 to 45-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.).October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188651 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-gY31a1L8yDcqnEH9?7J1Rlc_OI6vNiDWnapMlnyTpsm Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 6x18 MT18HS 5x12 5x10 MT18HS 5x10 MT18HS 3x6 12x18 MT18HS 3x6 3x6 3x8 3x6 5x6 4x6 3x6 4x8 3x6 4x8 3x6 3x6 3x6 3x8 12x18 MT18HS3x6 2-10-52-10-5 5-6-32-7-13 9-6-34-0-0 14-10-105-4-6 20-3-05-4-6 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 2-10-5 2-10-5 5-6-3 2-7-13 9-6-3 4-0-0 14-10-10 5-4-6 20-3-0 5-4-6 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1-1-04-7-411-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [4:1-0-8,0-3-4], [5:0-6-0,0-1-15], [7:0-6-0,0-1-8], [9:0-6-0,0-1-8], [14:Edge,0-10-2], [14:0-1-12,0-0-0], [15:0-2-8,0-1-8], [16:0-2-8,0-1-8], [21:0-2-8,0-2-0], [22:0-2-8,0-2-8], [23:0-2-8,0-1-8], [24:0-2-8,0-1-8], [25:0-1-12,0-0-0], [25:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.79 0.82 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.52 0.13 (loc) 18-19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 233 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-19,8-19,8-18,9-18: 2x4 SPF No.2, 2-25,13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-10 max.): 4-5, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 6-19, 8-19, 8-18, 10-18 REACTIONS. (size)25=0-3-8, 14=Mechanical Max Horz 25=224(LC 9) Max Grav 25=1895(LC 1), 14=1824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2130/26, 3-4=-2392/51, 4-5=-3091/52, 5-6=-2850/80, 6-7=-2230/128, 7-8=-1789/137, 8-9=-1664/135, 9-10=-2079/126, 10-11=-2356/76, 11-13=-2474/20, 2-25=-1827/44, 13-14=-1753/16 BOT CHORD 24-25=-187/285, 23-24=-85/1716, 22-23=-49/1994, 21-22=-16/3118, 19-21=0/2290, 18-19=0/1774, 16-18=0/1888, 15-16=0/1979, 14-15=-39/333 WEBS 3-24=-502/26, 3-23=0/393, 4-22=0/1648, 5-22=-1145/56, 5-21=-1069/75, 6-21=0/770, 6-19=-903/131, 7-19=0/871, 8-18=-443/124, 9-18=0/785, 10-18=-448/137, 2-24=0/1634, 13-15=0/1667 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-6-3, Exterior(2R) 2-6-3 to 8-6-3, Interior(1) 8-6-3 to 17-3-0, Exterior(2R) 17-3-0 to 23-3-0, Interior(1) 23-3-0 to 26-8-0, Exterior(2R) 26-8-0 to 32-8-0, Interior(1) 32-8-0 to 42-9-4, Exterior(2E) 42-9-4 to 45-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188652 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-cwBn?jMOUqsY1YRX6YLVWAhKu6kTrbWpFuITqfyTpsk Scale = 1:88.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 5x8 5x6 5x10 MT18HS 5x10 MT18HS 3x6 12x18 MT18HS 3x6 3x8 5x8 3x6 3x6 4x8 3x6 4x8 3x6 3x6 3x6 3x8 12x18 MT18HS3x6 3-3-33-3-3 7-3-34-0-0 13-9-26-5-15 20-3-06-5-15 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 3-3-3 3-3-3 7-3-3 4-0-0 13-9-2 6-5-15 20-3-0 6-5-15 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1-1-03-3-211-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [4:0-2-8,0-3-4], [6:0-6-0,0-1-8], [8:0-6-0,0-1-8], [13:Edge,0-10-2], [13:0-1-12,0-0-0], [14:0-2-8,0-1-8], [15:0-2-8,0-1-8], [20:0-2-8,0-1-8], [21:0-2-8,0-2-8], [22:0-2-8,0-1-8], [23:Edge,0-10-2], [23:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.79 1.00 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.55 0.14 (loc) 17-18 17-18 13 l/defl >999 >996 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,7-17,8-17: 2x4 SPF No.2, 2-23,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-2 max.): 3-4, 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-20, 5-18, 7-18, 7-17, 9-17 REACTIONS. (size)23=0-3-8, 13=Mechanical Max Horz 23=224(LC 9) Max Grav 23=1895(LC 1), 13=1824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2249/21, 3-4=-3692/23, 4-5=-3021/55, 5-6=-2256/118, 6-7=-1793/133, 7-8=-1664/133, 8-9=-2079/123, 9-10=-2356/73, 10-12=-2474/17, 2-23=-1843/43, 12-13=-1753/14 BOT CHORD 22-23=-192/292, 21-22=-77/1804, 20-21=-43/3740, 18-20=0/2435, 17-18=0/1774, 15-17=0/1888, 14-15=0/1979, 13-14=-39/333 WEBS 3-22=-396/24, 3-21=0/2370, 4-21=-1337/63, 4-20=-1433/76, 5-20=0/725, 5-18=-969/132, 6-18=0/835, 7-17=-440/123, 8-17=0/782, 9-17=-448/137, 2-22=0/1734, 12-14=0/1667 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 6-3-3, Interior(1) 6-3-3 to 17-3-0, Exterior(2R) 17-3-0 to 23-3-0, Interior(1) 23-3-0 to 26-8-0, Exterior(2R) 26-8-0 to 32-8-0, Interior(1) 32-8-0 to 42-9-4, Exterior(2E) 42-9-4 to 45-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_MEA~W Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188653 8.240 s Apr 4 2020 MiTek Industries, Inc. Tue Oct 13 15:11:18 2020 Page 1 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-TyWcLpP7GQAsq5WwG??sRqXbdqWy9HBT_kmLBGyTnyN Scale = 1:93.9 12 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 2322 21 20 19 18 17 16 29 30 31 32 5x8 8x10 3x6 5x10 MT18HS 5x10 MT18HS 3x6 4x6 3x6 4x6 8x10 2x4 2x4 4x8 3x6 4x6 3x6 4x8 3x6 4x8 3x6 3x6 3x6 3x8 5x6 12x18 MT18HS3x6 1-0-31-0-33-0-32-0-0 5-0-32-0-0 10-1-25-0-15 15-2-15-0-15 20-3-05-0-15 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-01-0-0 1-0-3 1-0-3 3-0-32-0-0 5-0-32-0-0 10-1-25-0-15 15-2-15-0-15 20-3-05-0-15 24-11-84-8-8 29-8-04-8-8 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 1-1-01-9-211-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-6-4,0-1-12], [5:0-6-12,Edge], [9:0-6-0,0-1-8], [11:0-6-0,0-1-8], [16:0-1-12,0-0-0], [16:Edge,0-10-2], [17:0-2-8,0-1-8], [18:0-2-8,0-1-8], [23:0-2-8,0-2-0], [24:0-2-8,0-2-0], [27:0-2-8,0-2-0] 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-R 0.79 0.72 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.59 0.15 (loc) 24-25 20-21 16 l/defl >999 >921 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 231 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-28: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-21,10-21,10-20,11-20: 2x4 SPF No.2, 2-28,15-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-3 max.): 3-5, 9-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-24, 7-23, 8-21, 10-21, 10-20, 12-20 REACTIONS.(lb/size)28=1895/0-3-8, 16=1824/Mechanical Max Horz 28=224(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1453/0, 3-4=-3273/0, 4-5=-3273/0, 5-6=-3631/0, 6-7=-3495/0, 7-8=-2795/9, 8-29=-2221/30, 9-29=-2068/61, 9-30=-1790/81, 10-30=-1789/81, 10-31=-1663/87, 11-31=-1664/87, 11-32=-1990/66, 12-32=-2079/34, 12-13=-2356/6, 13-14=-2378/0, 14-15=-2474/0, 2-28=-1850/4, 15-16=-1753/0 BOT CHORD 27-28=-191/266, 26-27=-103/1099, 25-26=-52/5336, 24-25=-56/5337, 23-24=-11/2985, 22-23=0/2250, 21-22=0/2250, 20-21=0/1774, 19-20=0/1888, 18-19=0/1888, 17-18=0/1979, 16-17=-39/333 WEBS 3-27=-873/11, 3-26=0/2686, 5-26=-2552/0, 5-24=-2447/47, 7-24=0/829, 7-23=-1013/79, 8-23=-6/764, 8-21=-879/131, 9-21=0/871, 10-20=-443/124, 11-20=0/785, 12-20=-448/137, 2-27=0/1370, 15-17=0/1667 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) -1-0-0 to 5-0-3, Interior(1) 5-0-3 to 16-0-1, Exterior(2R) 16-0-1 to 24-5-15, Interior(1) 24-5-15 to 25-5-1, Exterior(2R) 25-5-1 to 33-10-15, Interior(1) 33-10-15 to 42-9-4, Exterior(2E) 42-9-4 to 45-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188654 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-zu?g2RQXJNVr7JJVv6xgDDOCN7X8Ww1YOA0EVtyTpsf Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 3x6 6x8 6x8 3x6 12x18 MT18HS 3x6 3x6 3x8 3x4 3x6 4x8 3x4 4x8 3x6 3x4 3x6 3x8 12x18 MT18HS3x6 5-6-115-6-11 10-10-135-4-3 16-3-05-4-3 25-8-09-5-0 31-0-35-4-3 36-4-55-4-3 41-11-05-6-11 -1-0-0 1-0-0 5-6-11 5-6-11 10-10-13 5-4-3 16-3-0 5-4-3 20-11-8 4-8-8 25-8-0 4-8-8 31-0-3 5-4-3 36-4-5 5-4-3 41-11-0 5-6-11 1-1-011-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-0], [8:0-5-12,0-2-0], [13:Edge,0-10-2], [13:0-1-12,0-0-0], [14:0-2-8,0-1-8], [21:0-2-8,0-1-8], [22:0-1-12,0-0-0], [22:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.74 0.65 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.43 0.09 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 214 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,7-17,8-17: 2x4 SPF No.2, 2-22,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-10 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS. (size)22=0-5-8, 13=Mechanical Max Horz 22=224(LC 7) Max Grav 22=1735(LC 1), 13=1664(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2234/0, 4-5=-2096/15, 5-6=-1811/77, 6-7=-1439/96, 7-8=-1440/96, 8-9=-1812/77, 9-10=-2099/17, 10-12=-2241/0, 2-22=-1665/14, 12-13=-1595/0 BOT CHORD 21-22=-186/416, 20-21=-35/1779, 18-20=0/1671, 17-18=0/1488, 15-17=0/1674, 14-15=0/1786, 13-14=-40/318 WEBS 5-20=-5/253, 5-18=-457/136, 6-18=0/639, 7-18=-285/144, 7-17=-284/144, 8-17=0/639, 9-17=-460/136, 9-15=-5/255, 2-21=0/1517, 12-14=0/1487 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-0-1, Exterior(2R) 12-0-1 to 20-5-15, Interior(1) 20-5-15 to 21-5-1, Exterior(2R) 21-5-1 to 29-10-15, Interior(1) 29-10-15 to 38-9-4, Exterior(2E) 38-9-4 to 41-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188655 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-vG6RT6Snr_lZMdTt1Wz8IeUYtwCc_qXrsTVKalyTpsd Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 3x6 6x8 6x8 3x6 12x18 MT18HS 3x6 3x6 3x8 3x4 3x6 4x8 3x4 4x8 3x6 3x4 3x6 3x8 12x18 MT18HS3x6 5-6-115-6-11 10-10-135-4-3 16-3-05-4-3 25-8-09-5-0 31-0-35-4-3 36-4-55-4-3 41-11-05-6-11 -1-0-0 1-0-0 5-6-11 5-6-11 10-10-13 5-4-3 16-3-0 5-4-3 20-11-8 4-8-8 25-8-0 4-8-8 31-0-3 5-4-3 36-4-5 5-4-3 41-11-0 5-6-11 1-1-011-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-0], [8:0-5-12,0-2-0], [13:Edge,0-10-2], [13:0-1-12,0-0-0], [14:0-2-8,0-1-8], [21:0-2-8,0-1-8], [22:0-1-12,0-0-0], [22:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.74 0.65 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.43 0.09 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 214 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,7-17,8-17: 2x4 SPF No.2, 2-22,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-10 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS. (size)22=0-5-8, 13=0-3-8 Max Horz 22=224(LC 7) Max Grav 22=1735(LC 1), 13=1664(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2234/0, 4-5=-2096/15, 5-6=-1811/77, 6-7=-1439/96, 7-8=-1440/96, 8-9=-1812/77, 9-10=-2099/17, 10-12=-2241/0, 2-22=-1665/14, 12-13=-1595/0 BOT CHORD 21-22=-186/416, 20-21=-35/1779, 18-20=0/1671, 17-18=0/1488, 15-17=0/1674, 14-15=0/1786, 13-14=-40/318 WEBS 5-20=-5/253, 5-18=-457/136, 6-18=0/639, 7-18=-285/144, 7-17=-284/144, 8-17=0/639, 9-17=-460/136, 9-15=-5/255, 2-21=0/1517, 12-14=0/1487 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 12-0-1, Exterior(2R) 12-0-1 to 20-5-15, Interior(1) 20-5-15 to 21-5-1, Exterior(2R) 21-5-1 to 29-10-15, Interior(1) 29-10-15 to 38-9-4, Exterior(2E) 38-9-4 to 41-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T18 Truss Type Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188656 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-NTgphSSPcItQ_n24aEUNrs0liKWejHj_47Fu6CyTpsc Scale = 1:83.9 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 3x6 5x10 MT18HS 5x10 MT18HS 3x6 12x18 MT18HS 3x6 3x6 3x8 3x4 3x6 4x8 3x4 4x8 3x6 3x4 3x6 3x8 12x18 MT18HS 3x6 5-4-45-4-4 10-5-155-1-12 15-7-115-1-12 26-3-510-7-10 31-5-15-1-12 36-6-125-1-12 41-11-05-4-4 -1-0-0 1-0-0 5-4-4 5-4-4 10-5-15 5-1-12 15-7-11 5-1-12 20-11-8 5-3-13 26-3-5 5-3-13 31-5-1 5-1-12 36-6-12 5-1-12 41-11-0 5-4-4 42-11-0 1-0-0 1-1-011-6-21-1-011-6-28.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-1-8], [8:0-6-0,0-1-8], [14:Edge,0-10-2], [14:0-1-12,0-0-0], [15:0-2-8,0-1-8], [22:0-2-8,0-1-8], [23:0-1-12,0-0-0], [23:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.61 0.79 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.62 0.09 (loc) 18-19 18-19 14 l/defl >999 >811 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 212 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-19,7-19,7-18,8-18: 2x4 SPF No.2, 2-23,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-0 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-19, 7-18, 9-18 REACTIONS. (size)23=0-5-8, 14=0-3-8 Max Horz 23=221(LC 9) Max Grav 23=1734(LC 1), 14=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2223/0, 4-5=-2105/10, 5-6=-1844/66, 6-7=-1472/86, 7-8=-1472/86, 8-9=-1844/66, 9-10=-2105/10, 10-12=-2223/0, 2-23=-1666/9, 12-14=-1666/9 BOT CHORD 22-23=-176/401, 21-22=-19/1773, 19-21=0/1682, 18-19=0/1542, 16-18=0/1682, 15-16=0/1773, 14-15=-22/265 WEBS 5-19=-422/137, 6-19=0/654, 7-19=-308/145, 7-18=-308/145, 8-18=0/654, 9-18=-423/137, 2-22=0/1528, 12-15=0/1528 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 11-4-12, Exterior(2R) 11-4-12 to 19-10-10, Interior(1) 19-10-10 to 22-0-6, Exterior(2R) 22-0-6 to 30-6-4, Interior(1) 30-6-4 to 39-11-0, Exterior(2E) 39-11-0 to 42-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T19 Truss Type Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188657 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-rfEBuoT1Mb?HcwdG8x0cN3ZsBkwcSlY8Jn_ReeyTpsb Scale = 1:77.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 3x6 8x8 8x8 3x6 12x18 MT18HS 3x6 3x6 3x8 3x4 3x8 2x4 3x4 3x6 3x8 12x18 MT18HS3x6 6-9-96-9-9 13-4-116-7-1 20-11-87-6-13 28-6-57-6-13 35-1-66-7-2 41-11-06-9-10 -1-0-0 1-0-0 6-9-9 6-9-9 13-4-11 6-7-1 20-11-8 7-6-13 28-6-5 7-6-13 35-1-6 6-7-2 41-11-0 6-9-10 42-11-0 1-0-0 1-1-010-0-21-1-010-0-28.00 12 Plate Offsets (X,Y)-- [5:0-6-12,0-5-12], [7:0-6-12,0-5-12], [12:Edge,0-10-2], [12:0-1-12,0-0-0], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-1-12,0-0-0], [20:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.88 0.55 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.24 0.09 (loc) 16 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 198 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,7-16: 2x4 SPF No.2, 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-12 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-16, 8-14 REACTIONS. (size)20=0-5-8, 12=0-3-8 Max Horz 20=194(LC 9) Max Grav 20=1734(LC 1), 12=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2272/0, 4-5=-2005/35, 5-6=-1834/47, 6-7=-1834/47, 7-8=-2005/35, 8-10=-2272/0, 2-20=-1655/6, 10-12=-1655/5 BOT CHORD 19-20=-151/494, 18-19=0/1795, 16-18=0/1587, 14-16=0/1587, 13-14=0/1795, 12-13=-38/385 WEBS 4-18=-324/121, 5-18=0/413, 5-16=-114/529, 6-16=-500/147, 7-16=-114/529, 7-14=0/413, 8-14=-323/121, 2-19=0/1422, 10-13=0/1422 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 9-1-12, Exterior(2R) 9-1-12 to 17-7-10, Interior(1) 17-7-10 to 24-3-6, Exterior(2R) 24-3-6 to 32-9-4, Interior(1) 32-9-4 to 39-11-0, Exterior(2E) 39-11-0 to 42-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T20 Truss Type ROOF SPECIAL Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188658 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-JroZ58Uf7v77D4BSifXrwH62?89sB8dHYRk?A4yTpsa Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 8x8 4x8 5x6 8x8 3x8 MT18HS3x8 3x12 4x8 2x4 6x8 4x10 2x4 4x6 12x18 MT18HS4x8 3x8 MT18HS 11-1-1111-1-11 20-1-119-0-0 29-1-119-0-0 35-10-06-8-5 41-11-06-1-0 -1-0-0 1-0-0 5-8-1 5-8-1 11-1-11 5-5-9 20-1-11 9-0-0 29-1-11 9-0-0 29-11-8 0-9-13 35-10-0 5-10-8 41-11-0 6-1-0 42-11-0 1-0-0 1-1-08-6-29-0-111-1-08-6-28.00 12 Plate Offsets (X,Y)-- [4:0-2-5,Edge], [6:0-4-0,Edge], [8:0-5-4,0-2-8], [12:0-1-12,0-0-0], [12:Edge,0-10-2], [19:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.82 1.00 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.51 0.12 (loc) 18-19 18-19 12 l/defl >999 >985 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 200 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,5-14,8-13: 2x4 SPF No.2, 2-19: 2x6 SPF No.2 10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-1 max.): 4-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-18, 5-14, 7-14, 3-19 REACTIONS. (size)12=0-3-8, 19=0-5-8 Max Horz 19=-177(LC 8) Max Grav 12=1730(LC 1), 19=1736(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-708/0, 3-4=-2091/56, 4-5=-1688/79, 5-7=-1807/72, 7-8=-2030/80, 8-9=-2219/119, 9-10=-2245/11, 2-19=-567/34, 10-12=-1658/39 BOT CHORD 18-19=-37/1716, 16-18=0/2192, 14-16=0/2192, 13-14=0/1642, 12-13=-27/337 WEBS 4-18=0/701, 5-18=-784/110, 5-16=0/349, 5-14=-622/114, 7-14=-1139/100, 8-14=-78/1723, 8-13=-153/327, 9-13=-328/178, 3-19=-1633/78, 10-13=0/1456 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 8-1-11, Exterior(2R) 8-1-11 to 14-1-11, Interior(1) 14-1-11 to 29-1-11, Exterior(2R) 29-1-11 to 32-11-8, Interior(1) 32-11-8 to 39-11-0, Exterior(2E) 39-11-0 to 42-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T21 Truss Type ROOF SPECIAL Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188659 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:00:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-GEwKWqVwfWNrTOLrp4ZJ?iBL1xtUf?Da?lD5FzyTpsY Scale = 1:79.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 8x8 4x8 6x10 5x6 12x18 MT18HS 3x6 3x6 3x8 3x4 4x8 2x4 2x4 5x8 3x6 3x8 12x18 MT18HS 3x8 MT18HS 4-6-94-6-9 8-10-114-4-1 17-10-119-0-0 26-10-119-0-0 29-11-83-0-13 35-10-05-10-8 41-11-06-1-0 -1-0-0 1-0-0 4-6-9 4-6-9 8-10-11 4-4-1 17-10-11 9-0-0 26-10-11 9-0-0 29-11-8 3-0-13 35-10-0 5-10-8 41-11-0 6-1-0 42-11-0 1-0-0 1-1-07-0-29-0-111-1-07-0-28.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-5-4], [6:0-4-0,Edge], [12:Edge,0-10-2], [12:0-1-12,0-0-0], [13:0-2-8,0-1-8], [14:0-4-0,0-1-12], [20:0-2-8,0-1-8], [21:Edge,0-10-2], [21:0-1-12 ,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.97 0.86 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.48 0.11 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,7-17: 2x4 SPF No.2, 2-21,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS. (size)21=0-5-8, 12=0-3-8 Max Horz 21=177(LC 9) Max Uplift 21=-65(LC 10) Max Grav 21=1734(LC 1), 12=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2158/94, 3-4=-2166/128, 4-5=-2645/142, 5-7=-2649/144, 7-8=-1999/97, 8-9=-2057/99, 9-10=-2254/19, 2-21=-1663/93, 10-12=-1661/44 BOT CHORD 20-21=-126/327, 19-20=-100/1723, 17-19=-48/1766, 16-17=0/2398, 14-16=0/2396, 13-14=0/1790, 12-13=-26/320 WEBS 3-20=-254/43, 4-19=0/264, 4-17=-61/1093, 5-17=-643/172, 7-17=-72/411, 7-16=0/261, 7-14=-1841/115, 8-14=-65/1885, 9-14=-281/111, 2-20=-4/1513, 10-13=0/1485 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-11, Exterior(2R) 5-10-11 to 11-10-11, Interior(1) 11-10-11 to 26-10-11, Exterior(2R) 26-10-11 to 32-11-8, Interior(1) 32-11-8 to 39-11-0, Exterior(2E) 39-11-0 to 42-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T22 Truss Type Roof Special Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188660 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-kQTikAWYQqVi5Yw1Nn4YYvkZHLC_ORojEPyfnPyTpsX Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 268x14 MT18HS 3x6 6x8 5x8 5x6 3x8 MT18HS 3x6 4x6 3x4 5x8 2x4 3x8 2x4 3x4 6x8 3x6 3x8 5x8 12x18 MT18HS 3x8 MT18HS 3-5-13-5-1 6-7-113-2-9 12-8-26-0-7 18-7-45-11-3 24-7-116-0-7 29-11-85-3-13 35-10-05-10-8 41-11-06-1-0 -1-0-0 1-0-0 3-5-1 3-5-1 6-7-11 3-2-9 12-8-2 6-0-7 18-7-4 5-11-3 24-7-11 6-0-7 29-11-8 5-3-13 35-10-0 5-10-8 41-11-0 6-1-0 42-11-0 1-0-0 1-1-05-6-29-0-111-1-05-6-28.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-10-0,0-1-8], [13:0-1-12,0-0-0], [13:Edge,0-10-2], [14:0-2-8,0-1-8], [22:0-2-8,0-2-0] 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-R 0.75 0.85 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.55 0.14 (loc) 17-18 17-18 13 l/defl >999 >911 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 177 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-15,2-23,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-8 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15 REACTIONS. (size)23=0-5-8, 13=0-3-8 Max Horz 23=-177(LC 8) Max Uplift 23=-65(LC 10) Max Grav 23=1734(LC 1), 13=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2031/84, 3-4=-2169/117, 4-5=-2829/137, 5-6=-2828/137, 6-8=-3248/91, 8-9=-2045/77, 9-10=-2061/97, 10-11=-2252/19, 2-23=-1668/85, 11-13=-1660/43 BOT CHORD 22-23=-130/264, 21-22=-104/1628, 20-21=-74/1786, 18-20=-78/3313, 17-18=-78/3313, 15-17=-44/3244, 14-15=0/1787, 13-14=-25/327 WEBS 3-22=-372/39, 4-20=-21/1376, 5-20=-358/98, 6-20=-645/0, 8-17=0/261, 8-15=-2249/129, 9-15=-21/1821, 10-15=-278/113, 2-22=-17/1501, 11-14=0/1475 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-5-1, Exterior(2R) 3-5-1 to 9-7-11, Interior(1) 9-7-11 to 26-11-8, Exterior(2R) 26-11-8 to 32-11-8, Interior(1) 32-11-8 to 39-11-0, Exterior(2E) 39-11-0 to 42-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T23 Truss Type ROOF SPECIAL Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188661 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-gpbS9rYoyRlQKr4QVC70dKptX9zisML0hjRmsIyTpsV Scale = 1:78.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 8x14 MT18HS 3x6 8x8 9x22 MT18HS 12x18 MT18HS 4x6 3x16 MT18HS 3x6 3x6 3x4 4x8 2x4 3x12 2x4 3x4 5x8 3x6 3x8 5x6 5x10 MT18HS 2-3-92-3-9 4-4-112-1-1 10-5-26-0-7 16-4-45-11-3 22-4-116-0-7 29-11-87-6-13 35-10-05-10-8 41-11-06-1-0 -1-0-0 1-0-0 2-3-9 2-3-9 4-4-11 2-1-1 10-5-2 6-0-7 16-4-4 5-11-3 22-4-11 6-0-7 29-11-8 7-6-13 35-10-0 5-10-8 41-11-0 6-1-0 1-1-04-0-29-0-111-1-04-0-28.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-10-0,0-1-8], [11:Edge,0-10-2], [12:0-1-12,0-0-0], [13:0-2-8,0-1-8], [14:0-4-0,0-2-0], [19:0-3-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.89 0.57 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.80 0.15 (loc) 16-17 16-17 12 l/defl >999 >628 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 168 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-14: 2x4 SPF No.2, 2-22,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-19 2 Rows at 1/3 pts 8-14 REACTIONS. (size)22=0-5-8, 12=0-3-8 Max Horz 22=173(LC 7) Max Uplift 22=-65(LC 10) Max Grav 22=1735(LC 1), 12=1664(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1784/72, 3-4=-2119/96, 4-5=-3511/138, 5-6=-3511/138, 6-8=-4714/109, 8-9=-2107/63, 9-10=-2072/95, 10-11=-2253/18, 2-22=-1655/79, 11-12=-1584/14 BOT CHORD 20-21=-115/1425, 19-20=-104/1767, 17-19=-136/4473, 16-17=-136/4473, 14-16=-115/4714, 13-14=0/1785, 12-13=-41/398 WEBS 3-21=-576/23, 3-20=-28/503, 4-19=-45/2047, 5-19=-360/102, 6-19=-1135/0, 6-16=-33/346, 8-14=-3406/168, 9-14=0/1764, 10-14=-270/114, 2-21=-25/1372, 11-13=0/1402 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) -1-0-0 to 2-3-9, Exterior(2R) 2-3-9 to 7-4-11, Interior(1) 7-4-11 to 26-11-8, Exterior(2R) 26-11-8 to 32-11-8, Interior(1) 32-11-8 to 38-9-4, Exterior(2E) 38-9-4 to 41-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T24 Truss Type Half Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188662 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-8?9qMBZQjltHy?fc2veF9YMDEZQ4b14AwNBJOkyTpsU Scale = 1:15.4 1 2 3 4 7 6 5 8 4x8 2x4 3x4 3x6 2x4 4-0-04-0-0 6-0-02-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 6-0-0 2-0-0 0-9-01-11-72-1-01-11-74.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=54(LC 7) Max Uplift 5=-12(LC 6), 7=-40(LC 6) Max Grav 5=223(LC 1), 7=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-257/188 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) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 4-0-0, Exterior(2E) 4-0-0 to 5-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 5, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T25 Truss Type Common Qty 3 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188663 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-cCjDZXZ2U3?8Z9Eocd9UiluC1ydJKL0J91wswAyTpsT Scale = 1:52.9 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x8 3x8 3x4 3x4 12x18 MT18HS 12x18 MT18HS 10-2-810-2-8 20-5-010-2-8 -1-0-0 1-0-0 5-2-8 5-2-8 10-2-8 5-0-0 15-2-8 5-0-0 20-5-0 5-2-8 21-5-0 1-0-0 1-2-08-9-141-2-09.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-5], [2:Edge,0-2-4], [6:0-1-12,0-1-5], [8:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.96 0.69 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.30 0.02 (loc) 8-9 8-9 8 l/defl >999 >798 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 85 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 11=0-3-8 Max Horz 11=175(LC 9) Max Uplift 8=-3(LC 11), 11=-3(LC 10) Max Grav 8=874(LC 1), 11=874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-469/24, 3-4=-724/78, 4-5=-724/78, 5-6=-469/24, 2-11=-424/53, 6-8=-424/52 BOT CHORD 9-11=-32/668, 8-9=0/641 WEBS 4-9=0/497, 3-11=-511/55, 5-8=-511/55 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-2-8, Exterior(2R) 7-2-8 to 13-2-8, Interior(1) 13-2-8 to 18-5-0, Exterior(2E) 18-5-0 to 21-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 8, 11. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T26 Truss Type Common Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188664 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-cCjDZXZ2U3?8Z9Eocd9UiluDWyeJKPwJ91wswAyTpsT Scale = 1:52.9 1 2 3 4 5 9 8 7 6 10 11 6x6 6x8 3x6 3x4 12x18 MT18HS 3x4 3x8 10-2-810-2-8 17-2-06-11-8 -1-0-0 1-0-0 5-2-8 5-2-8 10-2-8 5-0-0 17-2-0 6-11-8 1-2-08-9-143-7-49.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4], [2:0-1-12,0-1-5], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.86 0.63 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.35 0.01 (loc) 7-9 7-9 6 l/defl >999 >573 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 73 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF No.2, 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 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 9=0-3-8 Max Horz 9=193(LC 7) Max Uplift 9=-5(LC 10) Max Grav 6=673(LC 1), 9=746(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-505/15, 3-4=-530/85, 4-5=-570/77, 2-9=-440/49, 5-6=-613/30 BOT CHORD 7-9=-50/534 WEBS 4-7=0/297, 3-9=-293/55, 5-7=0/349 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 7-2-8, Exterior(2R) 7-2-8 to 13-2-8, Interior(1) 13-2-8 to 14-0-4, Exterior(2E) 14-0-4 to 17-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) 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) 9. 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T27 Truss Type COMMON Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188665 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-4OHbntahFM7?BJp?AKgjFzRRHM3d3w6SNhgQSdyTpsS Scale = 1:36.5 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x8 4x6 6x8 6x8 6-9-06-9-0 13-6-06-9-0 -1-0-0 1-0-0 6-9-0 6-9-0 13-6-0 6-9-0 14-6-0 1-0-0 1-1-85-10-141-1-88.50 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.67 0.30 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS. (size)8=0-3-0, 6=0-3-0 Max Horz 8=122(LC 9) Max Uplift 8=-7(LC 10), 6=-7(LC 11) Max Grav 8=597(LC 1), 6=597(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-545/69, 3-4=-545/69, 2-8=-535/96, 4-6=-535/96 BOT CHORD 7-8=-117/335, 6-7=-71/258 WEBS 3-7=0/260 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-0, Exterior(2R) 3-9-0 to 9-9-0, Interior(1) 9-9-0 to 11-6-0, Exterior(2E) 11-6-0 to 14-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T28 Truss Type Common Qty 2 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188666 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Yarz_DbJ0gFspTNBk2BynA_c_mORoNIccLPz?3yTpsR Scale = 1:38.5 1 2 3 4 7 6 5 8 9 7x16 MT18HS 6x8 4x6 3x4 3x8 6x8 6-9-06-9-0 12-9-86-0-8 -1-0-0 1-0-0 6-9-0 6-9-0 12-9-8 6-0-8 1-1-85-10-141-7-88.50 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.67 0.27 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 50 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-0, 5=Mechanical Max Horz 7=122(LC 7) Max Uplift 7=-8(LC 10) Max Grav 7=572(LC 1), 5=497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-511/76, 3-4=-492/79, 2-7=-504/104, 4-5=-438/63 BOT CHORD 6-7=-117/349 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 3-9-0, Exterior(2R) 3-9-0 to 9-7-12, Exterior(2E) 9-7-12 to 12-7-12 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) 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) 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T29 Truss Type Common Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188667 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Yarz_DbJ0gFspTNBk2BynA_d9mP8oOiccLPz?3yTpsR Scale = 1:36.5 1 2 3 6 5 4 7 8 6x8 5x6 6x8 3x4 3x4 3x8 6-0-86-0-8 12-1-06-0-8 6-0-8 6-0-8 12-1-0 6-0-8 1-7-85-10-141-7-88.50 12 Plate Offsets (X,Y)-- [1:Edge,0-1-13], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.60 0.22 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 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* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Horz 6=-112(LC 8) Max Grav 6=472(LC 1), 4=472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-455/81, 2-3=-455/81, 1-6=-410/67, 3-4=-410/67 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, Exterior(2R) 3-1-12 to 8-11-4, Exterior(2E) 8-11-4 to 11-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T30 Truss Type Common Qty 2 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188668 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-1mPLCZcxn_NjQdyNHliBKOWmyAk4XqPlr?9WXVyTpsQ Scale = 1:39.6 1 2 3 4 5 8 7 6 9 10 5x8 4x6 4x6 3x8 6x8 6x8 6-11-86-11-8 13-11-06-11-8 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1-2-06-4-101-2-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-5-1,0-2-8], [4:0-3-8,Edge], [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-R 0.72 0.30 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=132(LC 9) Max Uplift 8=-5(LC 10), 6=-5(LC 11) Max Grav 8=614(LC 1), 6=614(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/76, 3-4=-560/76, 2-8=-545/96, 4-6=-545/96 BOT CHORD 7-8=-127/365, 6-7=-70/286 WEBS 3-7=0/264 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-8, Exterior(2R) 3-11-8 to 9-11-8, Interior(1) 9-11-8 to 11-11-0, Exterior(2E) 11-11-0 to 14-11-0 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) 8, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T31 Truss Type Half Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188669 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-VzyjPvcZYHWa2mXarTDQsb33ta70GIMv4fu43xyTpsP Scale = 1:19.5 1 2 3 4 5 6 13 12 11 10 9 8 14 74x6 2x4 2x4 2x4 2x4 2x4 3x4 3x8 4x6 3x6 2x4 1-4-01-4-0 2-5-81-1-8 2-10-20-4-10 4-0-01-1-14 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 2-10-2 0-4-10 4-0-0 1-1-14 1-2-03-3-100-3-83-0-22-7-100-8-03-3-109.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-2-0], [10:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.07 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 11 11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (size)7=Mechanical, 13=0-3-8 Max Horz 13=84(LC 7) Max Uplift 7=-32(LC 7), 13=-5(LC 10) Max Grav 7=136(LC 1), 13=231(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-10-2, Exterior(2E) 2-10-2 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 13. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T32 Truss Type Half Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188670 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-VzyjPvcZYHWa2mXarTDQsb33ga6yGIqv4fu43xyTpsP Scale = 1:19.4 1 2 3 7 6 8 4 5 4x6 3x4 2x4 3x4 2-10-02-10-0 4-0-01-2-0 -1-0-0 1-0-0 2-10-0 2-10-0 4-0-0 1-2-0 1-2-03-3-80-3-83-0-03-3-89.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.14 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.03 (loc) 6-7 6-7 4 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=69(LC 10) Max Uplift 4=-7(LC 7), 5=-23(LC 10) Max Grav 4=63(LC 1), 7=231(LC 1), 5=79(LC 17) 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 Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-10-0, Exterior(2E) 2-10-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T33 Truss Type Jack-Open Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188671 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-z9W6dFdBJbeRgw6mPAlfPpbEhzSb?hH2IJedbOyTpsO Scale = 1:21.5 1 2 3 4 5 9 8 7 6 10 6x8 2x4 3x4 3x4 3x4 4x6 3x4 4-2-84-2-8 8-2-84-0-0 9-11-41-8-12 10-0-00-0-12 -1-0-0 1-0-0 4-2-8 4-2-8 8-2-8 4-0-0 10-0-0 1-9-8 0-9-03-5-130-3-84.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [9:Edge,0-4-12], [9:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.17 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.01 (loc) 8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-1-8 Max Horz 9=85(LC 6) Max Uplift 9=-34(LC 6), 6=-33(LC 6) Max Grav 9=460(LC 1), 6=386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-411/166, 2-3=-605/114 BOT CHORD 7-8=-196/536 WEBS 2-8=-47/340, 3-7=-392/144, 4-7=-20/259, 4-6=-410/143 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-9, Exterior(2R) 3-11-9 to 8-2-8, Exterior(2E) 8-2-8 to 9-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T34 Truss Type Jack-Open Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188672 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-RL4Uqaep3umHH4hyztGuy08OaNo4k89CXzNB8qyTpsN Scale = 1:18.7 1 2 3 4 5 9 8 7 6 6x8 2x4 3x4 3x4 3x4 4x6 3x4 3-2-83-2-8 6-2-83-0-0 9-11-43-8-12 10-0-00-0-12 -1-0-0 1-0-0 3-2-8 3-2-8 6-2-8 3-0-0 10-0-0 3-9-8 0-9-02-9-130-3-84.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [9:Edge,0-4-12], [9:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.16 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-1-8 Max Horz 9=66(LC 6) Max Uplift 9=-39(LC 6), 6=-27(LC 6) Max Grav 9=460(LC 1), 6=386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-416/192, 2-3=-598/174, 3-4=-426/139 BOT CHORD 7-8=-239/534, 6-7=-158/389 WEBS 2-8=-101/388, 4-6=-474/192 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T35 Truss Type Jack-Open Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188673 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-RL4Uqaep3umHH4hyztGuy08HzNmlk3ACXzNB8qyTpsN Scale = 1:18.7 1 2 3 4 5 9 8 7 6 6x8 5x8 2x4 3x4 3x4 3x4 3x4 2-2-82-2-8 4-2-82-0-0 10-0-05-9-8 -1-0-0 1-0-0 2-2-8 2-2-8 4-2-8 2-0-0 10-0-0 5-9-8 0-9-02-1-130-3-84.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-2-8], [9:Edge,0-4-12], [9:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.74 0.31 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-1-8 Max Horz 9=47(LC 6) Max Uplift 9=-44(LC 6), 6=-23(LC 6) Max Grav 9=460(LC 1), 6=386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-416/199, 2-3=-528/169, 3-4=-630/216 BOT CHORD 7-8=-202/468, 6-7=-236/616 WEBS 2-8=-107/361, 4-6=-648/248 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T36 Truss Type Jack-Open Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188674 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-vYes1wfRqCu8vEG9Wbn7UEhZbn3lTRiLmd7kgGyTpsM Scale = 1:18.7 1 2 3 4 5 9 8 7 6 6x6 5x12 2x4 3x4 3x4 3x4 3x4 1-7-8 1-7-8 3-0-8 1-5-0 9-8-0 6-7-8 9-11-4 0-3-4 10-0-0 0-0-12 -1-0-0 1-0-0 1-7-8 1-7-8 3-0-8 1-5-0 10-0-0 6-11-8 0-9-01-9-30-3-84.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-11], [9:0-1-12,0-2-0], [9:0-1-3,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.45 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.01 (loc) 6-7 6-7 6 l/defl >999 >714 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-7,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-1-8 Max Horz 9=33(LC 6) Max Uplift 9=-46(LC 6), 6=-21(LC 6) Max Grav 9=460(LC 1), 6=386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-410/205, 2-3=-459/160, 3-4=-683/196 BOT CHORD 7-8=-171/403, 6-7=-236/679 WEBS 2-8=-111/332, 3-7=-65/363, 4-6=-695/241 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss T37 Truss Type Half Hip Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188675 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-vYes1wfRqCu8vEG9Wbn7UEhcNn8QTeDLmd7kgGyTpsM Scale = 1:21.2 1 2 3 7 6 8 4 5 4x6 2x4 3x4 3x6 3-3-93-3-9 4-0-00-8-7 -1-0-0 1-0-0 3-3-9 3-3-9 4-0-0 0-8-7 1-2-03-7-110-3-83-4-33-7-119.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.15 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.01 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=78(LC 10) Max Uplift 4=-5(LC 6), 5=-37(LC 10) Max Grav 4=19(LC 1), 7=231(LC 1), 5=125(LC 17) 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 Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 3-3-9, Exterior(2E) 3-3-9 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Common Girder Qty 1 Ply 2 10 Estates at Towne meadow Job Reference (optional) I43188676 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-rwmcScgiMp8s8YQXe0pbZfmsWbjcxMZeDxcrl9yTpsK Scale = 1:39.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 4x6 4x8 5x10 MT18HS 5x10 MT18HS8x8 3x6 8x8 3x6 8x8 4x8 3-7-83-7-8 6-11-83-4-0 10-3-83-4-0 13-11-03-7-8 -1-0-0 1-0-0 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-11-0 3-7-8 1-2-06-4-101-2-09.00 12 Plate Offsets (X,Y)-- [7:Edge,0-2-8], [8:0-3-8,0-4-4], [9:0-4-0,0-4-4], [10:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.46 0.55 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-11,6-7: 2x6 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)11=0-3-8, 7=0-3-8 Max Horz 11=126(LC 5) Max Grav 11=2908(LC 1), 7=3986(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3360/0, 3-4=-2765/0, 4-5=-2765/0, 5-6=-3763/0, 2-11=-2795/0, 6-7=-2835/0 BOT CHORD 10-11=-53/406, 9-10=0/2614, 8-9=0/2938, 7-8=0/1176 WEBS 4-9=0/3001, 5-9=-1095/0, 5-8=0/1257, 3-9=-628/216, 3-10=-177/687, 2-10=0/2305, 6-8=0/1826 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, 2x6 - 2 rows staggered 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down at 2-0-12, 1279 lb down and 188 lb up at 4-0-12, 916 lb down at 6-0-12, 923 lb down at 8-0-12, and 925 lb down at 10-0-12, and 1643 lb down and 53 lb up at 12-1-8 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 October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Common Girder Qty 1 Ply 2 10 Estates at Towne meadow Job Reference (optional) I43188676 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:13 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-rwmcScgiMp8s8YQXe0pbZfmsWbjcxMZeDxcrl9yTpsK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 8=-925(B) 12=-55(B) 13=-1279(B) 14=-916(B) 15=-923(B) 16=-1643(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188677 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-J7K?gyhK77Gjmh?kCjKq6sJz7_4GgppnSbLOHbyTpsJ Scale = 1:43.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 7x16 MT18HS 7x16 MT18HS 10x16 MT18HS 10x16 MT18HS 4x6 5x8 3x12 2x4 3x6 3x6 5x8 4-7-84-7-8 9-6-124-11-4 14-4-44-9-8 19-3-84-11-4 23-11-04-7-8 -1-0-0 1-0-0 4-7-8 4-7-8 9-6-12 4-11-4 14-4-4 4-9-8 19-3-8 4-11-4 23-11-0 4-7-8 1-1-04-0-24-2-01-1-04-0-28.00 12 Plate Offsets (X,Y)-- [3:1-1-3,Edge], [6:1-1-3,Edge], [7:Edge,0-8-2], [8:0-1-12,0-0-0], [14:Edge,0-8-2], [14:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.73 0.46 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.03 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 113 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-14 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 8=Mechanical Max Horz 14=82(LC 26) Max Uplift 14=-206(LC 8), 8=-168(LC 4) Max Grav 14=1399(LC 1), 8=1299(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1715/290, 3-4=-1393/264, 4-5=-2116/389, 5-6=-1373/248, 6-7=-1695/273, 2-14=-1287/208, 7-8=-1200/192 BOT CHORD 13-14=-120/346, 11-13=-411/2125, 10-11=-411/2125, 9-10=-396/2116, 8-9=-71/352 WEBS 3-13=-62/597, 4-13=-946/205, 4-11=0/272, 5-10=0/276, 5-9=-956/215, 6-9=-1/552, 2-13=-205/1064, 7-9=-219/1023 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=206, 8=168. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 56 lb up at 2-0-12, 7 lb down and 15 lb up at 3-10-12, 84 lb down and 75 lb up at 5-10-12, 84 lb down and 75 lb up at 7-10-12, 84 lb down and 75 lb up at 9-10-12, 84 lb down and 75 lb up at 11-10-12, 84 lb down and 75 lb up at 13-10-12, 84 lb down and 75 lb up at 15-10-12, 84 lb down and 75 lb up at 17-10-12, and 82 lb down and 87 lb up at 19-10-12, and 69 lb down and 55 lb up at 21-10-4 on top chord, and 38 lb down and 22 lb up at 2-0-12, 102 lb down and 57 lb up at 3-10-12, 34 lb down at 5-10-12, 34 lb down at 7-10-12, 34 lb down at 9-10-12, 34 lb down at 11-10-12, 34 lb down at 13-10-12, 34 lb down at 15-10-12, 34 lb down at 17-10-12 , and 34 lb down at 19-10-12, and 37 lb down at 21-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188677 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:14 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-J7K?gyhK77Gjmh?kCjKq6sJz7_4GgppnSbLOHbyTpsJ 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 12=-22(F) 15=-28(F) 17=-42(F) 18=-42(F) 19=-42(F) 20=-42(F) 21=-42(F) 22=-42(F) 23=-42(F) 24=-42(F) 25=-29(F) 26=-34(F) 27=-102(F) 28=-22(F) 29=-22(F) 30=-22(F) 31=-22(F) 32=-22(F) 33=-22(F) 34=-22(F) 35=-35(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 10 Estates at Towne meadow Job Reference (optional) I43188678 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-zQ2XB3qsIpn0CXv1vFYebOpy8q5YUCRYDSF1ivyTps7 Scale = 1:82.4 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 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 8x8 4x6 5x10 MT18HS 10x10 2x4 3x6 4x8 2x4 5x6 5x6 4x10 6x8 5x12 8x10 6x16 3x6 2x4 3x12 2x4 5x12 5x6 10x10 3x6 5x6 1-4-81-4-82-5-81-1-0 4-7-82-2-0 12-5-87-10-0 19-8-147-3-6 26-10-87-1-10 34-0-27-1-10 41-3-87-3-6 45-11-04-7-8 -1-0-0 1-0-0 1-4-8 1-4-8 2-5-8 1-1-0 4-7-8 2-2-0 12-5-8 7-10-0 19-8-14 7-3-6 26-10-8 7-1-10 34-0-2 7-1-10 41-3-8 7-3-6 45-11-0 4-7-8 46-11-0 1-0-0 1-1-04-2-01-1-00-8-04-2-08.00 12 Plate Offsets (X,Y)-- [5:0-2-5,Edge], [6:0-3-8,0-2-0], [7:0-3-0,Edge], [12:0-7-8,0-1-12], [15:0-1-12,0-0-0], [15:Edge,0-8-2], [23:0-11-4,0-4-0], [25:0-5-8,0-3-4], [28:Edge,0-8-2], [28:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.98 0.81 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.83 0.19 (loc) 19-21 19-21 15 l/defl >999 >657 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 452 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-22,21-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-1 max.): 5-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-24 REACTIONS. (size)28=0-3-8, 15=0-3-8 Max Horz 28=88(LC 7) Max Uplift 28=-536(LC 5), 15=-488(LC 4) Max Grav 28=2719(LC 1), 15=2671(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2362/507, 3-4=-4519/1017, 4-5=-4321/944, 5-6=-3786/847, 6-8=-7885/1756, 8-9=-7709/1605, 9-11=-6052/1250, 11-12=-6053/1250, 12-13=-3578/711, 2-28=-2486/500, 13-15=-2563/478 BOT CHORD 27-28=-149/388, 24-25=-892/3817, 23-24=-1799/8037, 21-22=-133/609, 19-21=-1588/7659, 17-19=-1588/7659, 16-17=-584/2908, 15-16=-78/428 WEBS 4-25=-138/344, 6-23=-39/933, 3-27=-2715/629, 25-27=-546/2230, 3-25=-533/2403, 5-24=-243/1639, 6-24=-4576/1033, 21-23=-1489/7139, 8-21=-561/318, 9-19=0/405, 9-17=-1823/393, 11-17=-585/297, 12-17=-740/3552, 2-27=-358/1752, 13-16=-553/2522 NOTES-(13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 12 = 12% 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) except (jt=lb) 28=536, 15=488. 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.Continued on page 2 October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 10 Estates at Towne meadow Job Reference (optional) I43188678 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:26 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-zQ2XB3qsIpn0CXv1vFYebOpy8q5YUCRYDSF1ivyTps7 NOTES-(13-14) 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 57 lb up at 2-0-12, 108 lb down and 80 lb up at 4-7-8, 113 lb down and 78 lb up at 6-4-11, 113 lb down and 78 lb up at 8-0-12, 113 lb down and 78 lb up at 10-0-12, 113 lb down and 78 lb up at 12-0-12, 84 lb down and 75 lb up at 14-0-12, 84 lb down and 75 lb up at 16-0-12, 84 lb down and 75 lb up at 18-0-12, 84 lb down and 75 lb up at 20-0-12, 84 lb down and 75 lb up at 22-0-12, 84 lb down and 75 lb up at 24-0-12, 84 lb down and 75 lb up at 26-0-12, 84 lb down and 75 lb up at 28-0-12, 84 lb down and 75 lb up at 30-0-12, 84 lb down and 75 lb up at 32-0-12, 84 lb down and 75 lb up at 34-0-12, 84 lb down and 75 lb up at 36-0-12, 84 lb down and 75 lb up at 38-0-12, 84 lb down and 75 lb up at 39-7-12, 78 lb down and 77 lb up at 41-3-8, and 43 lb down and 36 lb up at 42-6-8, and 72 lb down and 57 lb up at 43-10-4 on top chord, and 33 lb down and 21 lb up at 2-3-12, 116 lb down and 52 lb up at 3-4-11, 3 lb down at 4-8-10, 3 lb down at 6-4-11, 3 lb down at 8-0-12, 3 lb down at 10-0-12, 3 lb down at 12-0-12, 34 lb down at 14-0-12, 34 lb down at 16-0-12, 34 lb down at 18-0-12, 34 lb down at 20-0-12, 34 lb down at 22-0-12, 34 lb down at 24-0-12, 34 lb down at 26-0-12, 34 lb down at 28-0-12, 34 lb down at 30-0-12, 34 lb down at 32-0-12, 34 lb down at 34-0-12, 34 lb down at 36-0-12, 34 lb down at 38-0-12, 34 lb down at 39-7-12, 34 lb down at 41-2-12, and 59 lb down and 43 lb up at 42-6-8, and 33 lb down and 21 lb up at 43-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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, 2-5=-60, 5-12=-60, 12-13=-60, 13-14=-60, 26-28=-20, 23-25=-20, 15-22=-20 Concentrated Loads (lb) Vert: 5=-68(B) 12=-42(B) 26=-28(B) 4=-32(B) 11=-42(B) 17=-22(B) 16=-22(B) 18=-22(B) 29=-68(B) 30=-68(B) 31=-68(B) 32=-68(B) 33=-42(B) 34=-42(B) 35=-42(B) 36=-42(B) 37=-42(B) 38=-42(B) 39=-42(B) 40=-42(B) 41=-42(B) 42=-42(B) 43=-42(B) 44=-42(B) 45=-42(B) 46=-11(B) 47=-32(B) 48=-116(B) 53=-22(B) 54=-22(B) 55=-22(B) 56=-22(B) 57=-22(B) 58=-22(B) 59=-22(B) 60=-22(B) 61=-22(B) 62=-22(B) 63=-22(B) 64=-22(B) 65=-59(B) 66=-28(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 10 Estates at Towne meadow Job Reference (optional) I43188679 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-N?kfp4tkbk9b3?ecaN6LD1RZQ16uhZ??vQUhJEyTps4 Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 5x12 3x6 5x6 5x6 10x10 2x4 5x8 4x6 5x12 2x4 4x10 2x4 4x6 5x8 4x8 4x8 3x6 4x6 4x6 4x8 2-4-82-4-8 8-5-16-0-9 14-3-155-10-13 20-4-86-0-9 25-2-04-9-8 29-11-84-9-8 35-9-85-10-0 41-11-06-1-8 -1-0-0 1-0-0 2-4-8 2-4-8 8-5-1 6-0-9 14-3-15 5-10-13 20-4-8 6-0-9 25-2-0 4-9-8 29-11-8 4-9-8 35-9-8 5-10-0 41-11-0 6-1-8 1-1-02-8-09-0-111-1-02-8-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-10-4,0-2-4], [11:Edge,0-8-2], [12:0-1-12,0-0-0], [16:0-3-8,0-2-8], [20:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.59 0.84 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.79 0.08 (loc) 17-19 17-19 12 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 Weight: 402 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-9 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)22=0-5-8, 12=Mechanical Max Horz 22=170(LC 5) Max Uplift 22=-542(LC 8), 12=-33(LC 8) Max Grav 22=1738(LC 1), 12=1663(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2054/591, 3-4=-4785/837, 4-5=-4785/837, 5-7=-7457/714, 7-8=-3748/297, 8-9=-2064/182, 9-10=-2086/199, 10-11=-2281/110, 2-22=-1752/477, 11-12=-1562/64 BOT CHORD 20-21=-564/1700, 19-20=-951/6841, 17-19=-951/6841, 16-17=-756/7472, 14-16=-234/3064, 13-14=-33/1811, 12-13=-69/529 WEBS 3-21=-378/93, 3-20=-338/3312, 4-20=-339/140, 5-20=-2206/77, 5-19=0/297, 5-17=-255/840, 7-17=-287/151, 7-16=-4880/578, 8-16=-196/2240, 8-14=-2134/285, 9-14=-143/1877, 10-14=-276/129, 2-21=-424/1698, 11-13=-16/1292 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 22=542. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 10 Estates at Towne meadow Job Reference (optional) I43188679 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:29 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-N?kfp4tkbk9b3?ecaN6LD1RZQ16uhZ??vQUhJEyTps4 NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 35 lb up at 4-0-12, 50 lb down and 35 lb up at 6-0-12, 50 lb down and 35 lb up at 8-0-12, 50 lb down and 35 lb up at 10-0-12, 50 lb down and 35 lb up at 12-0-12, and 50 lb down and 35 lb up at 14-0-12, and 50 lb down and 35 lb up at 16-0-12 on top chord, and 178 lb down and 344 lb up at 2-0-12, 13 lb down and 13 lb up at 4-0-12, 13 lb down and 13 lb up at 6-0-12, 13 lb down and 13 lb up at 8-0-12, 13 lb down and 13 lb up at 10-0-12, 13 lb down and 13 lb up at 12-0-12, and 13 lb down and 13 lb up at 14-0-12, and 13 lb down and 13 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-9=-60, 9-11=-60, 12-22=-20 Concentrated Loads (lb) Vert: 18=1(F) 19=1(F) 29=-6(F) 30=1(F) 31=1(F) 32=1(F) 33=1(F) 34=1(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188680 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-rCH21QtMM2HSh9Do84damEzo9RZUQEo874DErgyTps3 Scale = 1:13.5 1 2 3 4 7 6 5 8 9 5x12 3x4 4x6 3x6 2x4 2-0-02-0-0 6-0-04-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 6-0-0 4-0-0 0-9-01-3-71-5-01-3-74.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.43 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=34(LC 5) Max Uplift 5=-12(LC 5), 7=-42(LC 4) Max Grav 5=220(LC 1), 7=303(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/14 BOT CHORD 6-7=-24/255, 5-6=-18/254 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb down and 48 lb up at 2-0-0, and 10 lb down and 20 lb up at 4-1-13 on top chord, and 13 lb down and 2 lb up at 2-0-0, and 5 lb down and 1 lb up at 4-1-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=2(B) 9=1(B) October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 10 Estates at Towne meadow Job Reference (optional) I43188681 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-KOrQEmu_7LPJJJo?ho8pISWzErvF9WhHMkzoN6yTps2 Scale = 1:40.6 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 4x10 4x8 4x10 4x10 4x10 10x10 3x8 8x8 3x8 8x8 3-10-03-10-0 7-4-83-6-8 10-11-03-6-8 14-9-03-10-0 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-9-0 3-10-0 1-2-06-8-61-2-09.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-0], [7:0-3-8,0-4-8], [9:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.40 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.02 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,1-9,5-7: 2x4 SPF No.2, 1-10,5-6: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-5-8, 6=0-5-8 Max Horz 10=-121(LC 25) Max Grav 10=7289(LC 1), 6=6313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6540/0, 2-3=-5136/0, 3-4=-5136/0, 4-5=-6486/0, 1-10=-4974/0, 5-6=-4986/0 BOT CHORD 9-10=0/1752, 8-9=0/5154, 7-8=0/5110, 6-7=0/1548 WEBS 3-8=0/5814, 4-8=-1477/0, 4-7=0/1742, 2-8=-1540/0, 2-9=0/1818, 1-9=0/3532, 5-7=0/3697 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered 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, Except member 4-7 2x4 - 1 row at 0-7-0 oc, member 2-9 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1805 lb down at 0-10-12, 1804 lb down at 2-10-12, 1804 lb down at 4-10-12, 1804 lb down at 6-10-12, 1804 lb down at 8-10-12, and 1804 lb down at 10-10-12, and 1644 lb down at 12-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 10 Estates at Towne meadow Job Reference (optional) I43188681 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-oaPoS6vdufXAwSNBFVf2rf28_FEUuzxRbOiLvYyTps1 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 7=-1804(F) 11=-1805(F) 12=-1804(F) 13=-1804(F) 14=-1804(F) 15=-1804(F) 16=-1644(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type Half Hip Girder Qty 2 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188682 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-oaPoS6vdufXAwSNBFVf2rf2AUFHou8sRbOiLvYyTps1 Scale = 1:14.9 1 2 3 7 6 4 5 4x6 2x4 2x4 2x4 1-8-01-8-0 4-0-02-4-0 -1-0-0 1-0-0 1-8-0 1-8-0 4-0-0 2-4-0 1-2-02-5-02-1-82-5-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.25 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.03 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=44(LC 8) Max Uplift 4=-27(LC 5), 7=-21(LC 8), 5=-1(LC 8) Max Grav 4=92(LC 1), 7=230(LC 1), 5=62(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 66 lb up at 1-8-0 on top chord, and 8 lb down and 2 lb up at 1-8-0, and 12 lb down and 11 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=2(B) October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188683 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-GnzAfSwFfzf1YcyNpDAHNtbFJfahdURaq2SvS?yTps0 Scale = 1:18.6 1 2 3 4 5 9 8 7 6 10 11 12 13 4x10 4x6 4x6 2x4 5x8 2x4 2x4 1-10-81-10-8 5-11-44-0-12 10-0-04-0-12 -1-0-0 1-0-0 1-10-8 1-10-8 5-11-4 4-0-12 10-0-0 4-0-12 0-9-01-4-80-3-84.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [3:0-5-0,0-1-13], [9:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.53 0.40 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-6 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-1-8 Max Horz 9=25(LC 25) Max Uplift 9=-48(LC 4), 6=-19(LC 4) Max Grav 9=458(LC 1), 6=382(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-550/25, 3-4=-891/46, 4-5=-891/46, 2-9=-359/50 BOT CHORD 8-9=-28/483, 7-8=-23/478 WEBS 3-7=-24/432, 4-7=-274/74, 5-7=-48/925, 5-6=-344/37 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 43 lb up at 1-10-8, 8 lb down and 18 lb up at 3-11-12, and 8 lb down and 18 lb up at 5-11-4, and 8 lb down and 18 lb up at 7-11-4 on top chord, and 10 lb down and 2 lb up at 1-10-8, 4 lb down and 1 lb up at 3-11-12, and 4 lb down and 1 lb up at 5-11-4, and 4 lb down and 1 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188683 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:33 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-GnzAfSwFfzf1YcyNpDAHNtbFJfahdURaq2SvS?yTps0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 8=2(B) 7=1(B) 12=1(B) 13=1(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss V01 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188684 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-kzXYsoxtQGntAmWaNwhWw48RG2zhM1Jk2iBS_RyTps? Scale = 1:25.0 1 2 3 4 5 6 3x6 6x6 3x6 2x4 10-5-1010-5-10 5-2-13 5-2-13 10-5-10 5-2-13 0-0-43-11-20-0-49.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.46 0.22 0.08 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: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-5-10, 3=10-5-10, 4=10-5-10 Max Horz 1=-65(LC 6) Max Uplift 1=-4(LC 10), 3=-11(LC 11) Max Grav 1=184(LC 1), 3=184(LC 1), 4=401(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-1 to 3-5-1, Exterior(2R) 3-5-1 to 7-0-8, Exterior(2E) 7-0-8 to 10-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss V02 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188685 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-kzXYsoxtQGntAmWaNwhWw48TM2pgM2ak2iBS_RyTps? Scale = 1:17.9 1 2 3 2x4 2x4 2x4 6-10-156-10-15 3-5-7 3-5-7 6-10-15 3-5-7 0-0-42-7-20-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.86 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 6-3-12 oc bracing. REACTIONS. (size)1=6-10-15, 3=6-10-15 Max Horz 1=-42(LC 6) Max Grav 1=251(LC 1), 3=251(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss V03 Truss Type Valley Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188686 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0Prq5R2_E9fw?mftvwkFg4yTqQY-C95x48xVBavknw5mwdClSIgjKSMv5VftHMx?WtyTps_ Scale = 1:9.0 1 2 3 4 3x4 3x4 3x4 2x4 0-0-50-0-5 3-4-43-3-15 1-8-2 1-8-2 3-4-4 1-8-2 0-0-41-3-20-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-3-10, 3=3-3-10, 4=3-3-10 Max Horz 1=-18(LC 6) Max Uplift 1=-5(LC 10), 3=-7(LC 11) Max Grav 1=60(LC 1), 3=60(LC 1), 4=98(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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss V04 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188687 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-C95x48xVBavknw5mwdClSIgbBSI35U9tHMx?WtyTps_ Scale = 1:28.5 1 2 3 4 5 6 3x6 7x16 MT18HS 3x6 2x4 11-6-411-6-4 5-9-2 5-9-2 11-6-4 5-9-2 0-0-44-3-140-0-49.00 12 Plate Offsets (X,Y)-- [2:1-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.57 0.28 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 27 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=11-6-4, 3=11-6-4, 4=11-6-4 Max Horz 1=-72(LC 6) Max Uplift 1=-5(LC 10), 3=-12(LC 11) Max Grav 1=205(LC 1), 3=205(LC 1), 4=445(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-255/66 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) 0-5-1 to 3-5-1, Exterior(2R) 3-5-1 to 8-1-3, Exterior(2E) 8-1-3 to 11-1-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss V05 Truss Type GABLE Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188688 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-gMfJHTy7yu1bP4gyULk_?VDoFsa4qy41W0gZ2KyTprz Scale = 1:19.9 1 2 3 4 5 2x4 2x4 2x4 7-11-107-11-10 3-11-13 3-11-13 7-11-10 3-11-13 0-0-42-11-140-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.55 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-10, 3=7-11-10 Max Horz 1=-49(LC 6) Max Grav 1=285(LC 1), 3=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-1 to 3-5-1, Exterior(2R) 3-5-1 to 4-6-8, Exterior(2E) 4-6-8 to 7-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss 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.). October 13,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 10_ESTATES_AT_TOWNE_~W Truss V06 Truss Type Valley Qty 1 Ply 1 10 Estates at Towne meadow Job Reference (optional) I43188689 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 13:01:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0Prq5R2_E9fw?mftvwkFg4yTqQY-gMfJHTy7yu1bP4gyULk_?VDtEsijqyq1W0gZ2KyTprz Scale = 1:11.0 1 2 3 4 2x4 3x4 2x4 2x4 0-0-50-0-5 4-4-154-4-10 2-2-7 2-2-7 4-4-15 2-2-7 0-0-41-7-140-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-4-4, 3=4-4-4, 4=4-4-4 Max Horz 1=-25(LC 6) Max Uplift 1=-7(LC 10), 3=-10(LC 11) Max Grav 1=84(LC 1), 3=84(LC 1), 4=136(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.). October 13,2020 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