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HomeMy WebLinkAboutI44739715.41_Estates_at_Towne_Meadow16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). February 10,2021 Liu, Xuegang Pages or sheets covered by this seal: I44739715 thru I44739799 My license renewal date for the state of Indiana is July 31, 2022. 41_Estates_at_Towne_Meadow 41 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 41_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739715 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:46:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kEtHWEHzFULC?RG5laJzu06FXFtOXOcKYEf2j0zmqAx Scale = 1:9.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x8 3x4 3x4 -0-11-0 0-11-0 1-3-8 1-3-8 0-10-01-4-75.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-3-8, 4=1-3-8 Max Horz 5=42(LC 9) Max Uplift 5=-24(LC 6), 4=-12(LC 7) Max Grav 5=138(LC 1), 4=20(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739716 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:46:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gd?1xwIDn6bwElQTt?LRzRCZd3ZK?Fnd?Y89nvzmqAv Scale: 1/4"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 10 9 8 7 6 21 22 4x6 3x4 2x4 3x4 2x4 3x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-5-124-5-12 8-11-84-5-12 -0-11-0 0-11-0 4-5-12 4-5-12 8-11-8 4-5-12 9-10-8 0-11-0 2-7-07-0-122-7-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [4:0-1-4,0-1-8], [13:0-1-7,0-0-12], [19:0-1-7,0-0-12] 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 0.28 0.04 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 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* 2-10,4-6: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-11-8. (lb) - Max Horz 10=159(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 10, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 8, 9, 7 except 10=251(LC 1), 6=251(LC 1), 6=251(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 6-10-8, Exterior(2E) 6-10-8 to 9-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739717 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:46:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gd?1xwIDn6bwElQTt?LRzRCZr3X1?Ied?Y89nvzmqAv Scale = 1:14.4 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 4-9-04-9-0 -0-11-0 0-11-0 4-9-0 4-9-0 0-9-02-4-00-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=49(LC 6) Max Uplift 5=-27(LC 6), 4=-19(LC 10) Max Grav 5=251(LC 1), 4=172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss GE05 Truss Type GABLE Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739718 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:46:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8pYQ9GJrYPjnsv?gQisgVfkmQSu2kc8nECtiKLzmqAu Scale = 1:50.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-013-11-0 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-5-08-4-81-5-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.08 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 215 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 Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 24=173(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-109(LC 6), 23=-117(LC 10), 15=-114(LC 11) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-120/294, 6-7=-135/321, 7-8=-135/321, 8-9=-120/294 WEBS 7-19=-378/117 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 3-11-8, Corner(3R) 3-11-8 to 9-11-8, Exterior(2N) 9-11-8 to 11-10-0, Corner(3E) 11-10-0 to 14-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=109, 23=117, 15=114. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss GE06 Truss Type GABLE Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739719 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:46:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4CgAayL541_U5D82Y7v8a4q60GacCZH3hWMpOEzmqAs Scale: 1/4"=1' Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-1-012-1-0 -0-11-0 0-11-0 6-0-8 6-0-8 12-1-0 6-0-8 13-0-0 0-11-0 1-5-07-5-81-5-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.07 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 175 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 Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-1-0. (lb) - Max Horz 24=156(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-180(LC 6), 14=-162(LC 7), 23=-177(LC 7), 15=-164(LC 6) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-97/260, 6-7=-118/296, 7-8=-118/296, 8-9=-97/260 WEBS 7-19=-346/95 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-0-8, Exterior(2N) 2-0-8 to 3-0-8, Corner(3R) 3-0-8 to 9-0-8, Exterior(2N) 9-0-8 to 10-0-0, Corner(3E) 10-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=180, 14=162, 23=177, 15=164. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_MEA~W Truss GE07 Truss Type GABLE Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739720 8.240 s Apr 4 2020 MiTek Industries, Inc. Wed Feb 10 08:32:11 2021 Page 1 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-_Jlh0r9lifoNCMvoAn4IrhGz_E?HDGDEAk7vglzmbSI Scale = 1:50.7 Sheet Back Left Option 6-4-12 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 30 31 32 4x6 4x6 3x12 4x6 4x6 3x6 3x4 3x4 2x4 6x8 3x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-4-5 6-4-5 6-4-12 0-0-7 7-11-12 1-7-0 12-5-2 4-5-6 19-11-0 7-5-14 -0-11-00-11-0 6-4-56-4-5 12-4-116-0-6 12-5-20-0-7 13-10-8 1-5-6 19-11-06-0-8 20-10-00-11-0 0-10-06-0-27-5-81-5-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [4:0-1-12,0-1-8], [8:0-3-8,0-1-0], [10:0-3-0,0-0-0], [11:0-3-8,0-2-4], [13:0-1-9,0-1-0], [22:0-1-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.50 0.35 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.01 (loc) 10-11 10-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 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* 8-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 17 REACTIONS.All bearings 8-1-8 except (jt=length) 10=0-3-8. (lb) - Max Horz 2=160(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 10, 14, 15, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 2 except 13=762(LC 1), 10=597(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-363/108, 6-7=-451/155, 7-31=-364/97, 31-32=-374/72, 8-32=-497/64, 8-10=-524/120 BOT CHORD 12-13=-70/334, 11-12=-70/334 WEBS 4-13=-382/34, 7-11=-65/381, 13-17=-391/82, 5-17=-389/82 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-5-2, Exterior(2R) 12-5-2 to 16-10-8, Interior(1) 16-10-8 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 10, 14, 15, 16, 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss GE08 Truss Type ROOF SPECIAL Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739721 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:46:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-R9T3dfOEvZcnC_10LgUJH7XweHD_tl8prn4a4RzmqAn Scale = 1:59.2 Sheet Back Right Option -4-4-9 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 12 11 10 9 15 13 14 16 17 5x6 3x4 3x8 4x6 4x6 3x6 3x4 2x4 3x4 3x4 2x4 4x8 3x4 3x4 2x4 2x4 3x4 3x4 4-4-94-4-9 6-4-56-4-5 12-5-26-0-13 16-11-84-6-6 21-4-14-4-9 -0-11-0 0-11-0 6-4-5 6-4-5 12-5-2 6-0-13 13-10-9 1-5-6 15-2-8 1-3-15 16-11-8 1-9-0 0-10-06-0-210-6-89-9-40-9-410-6-85.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [4:0-1-12,0-1-8], [8:0-1-8,0-1-8], [13:0-3-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.38 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.08 -0.02 (loc) 10-12 10-12 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16 REACTIONS. (size)2=0-3-8, 16=0-1-8 Max Horz 2=283(LC 7) Max Uplift 2=-3(LC 10), 16=-74(LC 10) Max Grav 2=732(LC 1), 16=654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1073/64, 4-5=-545/59, 9-15=-5/543, 13-15=-4/543, 8-13=-85/581 BOT CHORD 2-12=-70/906, 10-12=-70/906, 9-10=-25/412 WEBS 4-10=-553/93, 5-10=0/413, 5-9=-630/35, 8-16=-655/74 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-7-12 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss GE09 Truss Type GABLE Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739722 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:46:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-NYbp2LQUQAsVRHBOS5XnNYcEn5udLmH5I5Zg8KzmqAl Scale = 1:60.6 Sheet Front Right Option -3-7-0 1 Ply 7/16OSB8 1 2 3 4 6 5 9 7 8 10 11 5x6 3x4 3x4 2x4 4x6 3x4 3x4 3x4 2x4 2x4 3x4 3x4 3-9-8 3-7-07-11-8 7-11-8 11-6-8 3-7-0 4-5-12 4-5-12 6-7-8 2-1-12 7-11-8 1-4-0 2-7-010-6-89-9-40-9-410-6-812.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-1-12,0-1-8], [7:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.43 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.23 -0.05 (loc) 5-6 5-6 10 l/defl >760 >403 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 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: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 JOINTS 1 Brace at Jt(s): 8 REACTIONS. (size)6=0-3-0, 10=0-1-8 Max Horz 6=267(LC 7) Max Uplift 6=-8(LC 6), 10=-142(LC 7) Max Grav 6=377(LC 18), 10=363(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-303/90, 1-6=-299/46 WEBS 4-10=-363/142 NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-7-12 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 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 1-4-0 oc. 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) 10 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) 10. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 10=142. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss GE10 Truss Type GABLE Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739723 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:46:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-JxjaS1Slyo6DgbKnaWZFSzheyueipdKOmP2nDCzmqAj Scale = 1:51.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-013-3-0 6-7-8 6-7-8 13-3-0 6-7-8 1-5-48-0-121-5-412.00 12 Plate Offsets (X,Y)-- [12:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.07 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 197 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-3-0. (lb) - Max Horz 22=148(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 16, 15, 14 except 22=-120(LC 6), 12=-112(LC 7), 21=-116(LC 7), 13=-111(LC 6) Max Grav All reactions 250 lb or less at joint(s) 22, 12, 17, 18, 19, 20, 21, 16, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-132/263, 5-6=-147/295, 6-7=-147/295, 7-8=-132/263 WEBS 6-17=-345/132 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-4 to 3-1-4, Exterior(2N) 3-1-4 to 3-7-8, Corner(3R) 3-7-8 to 9-7-8, Exterior(2N) 9-7-8 to 10-1-12, Corner(3E) 10-1-12 to 13-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 19, 20, 16, 15, 14 except (jt=lb) 22=120, 12=112, 21=116, 13=111. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss GE11 Truss Type GABLE Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739724 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:46:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GJrKtjT?UPMwwvU9hxbjXOnvbiAsHYLhDjXuH5zmqAh Scale = 1:20.8 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 17 18 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x8 3x4 6x6 9-11-89-9-12 -0-11-0 0-11-0 5-2-2 5-2-2 9-11-8 4-9-6 0-8-83-7-63-3-140-3-83-7-63.50 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.73 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.01 (loc) 2-6 2-6 6 l/defl >532 >264 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-1-8 Max Horz 2=96(LC 7) Max Uplift 2=-37(LC 6), 6=-27(LC 10) Max Grav 2=450(LC 1), 6=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-580/192 BOT CHORD 2-6=-178/520 WEBS 4-6=-523/239 NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-6-13, Exterior(2R) 5-6-13 to 9-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 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) 2, 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) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss J03 Truss Type Jack-Closed Qty 23 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739725 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:46:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kWPi52UdFjUnY33MFe6y4cJ4A6dL03jrSNGRpXzmqAg Scale = 1:30.3 1 2 3 5 4 3x8 MT18HS 3x8 2x4 2x4 4-0-04-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 1-5-05-5-00-3-812.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge], [4:0-2-0,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.27 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 17 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=119(LC 10) Max Uplift 4=-94(LC 10) Max Grav 5=221(LC 1), 4=166(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) zone; cantilever left and right exposed ; end 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss J03A Truss Type Jack-Closed Qty 7 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739726 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:46:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kWPi52UdFjUnY33MFe6y4cJ4F6eq03lrSNGRpXzmqAg Scale = 1:30.3 1 2 3 4 8 7 6 5 3x8 MT18HS 3x8 2x4 2x4 2x4 2x4 2x4 2-3-82-3-8 4-0-01-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-0-0 1-8-8 1-5-05-5-04-9-00-11-80-8-012.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge], [5:0-2-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 0.08 -0.05 (loc) 7 7 5 l/defl >475 >578 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 19 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-1-8 Max Horz 8=119(LC 10) Max Uplift 5=-94(LC 10) Max Grav 8=221(LC 1), 5=166(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) zone; cantilever left and right exposed ; end 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss J04 Truss Type JACK-CLOSED Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739727 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Ciy4IOVF00ce9CeYpMeBcpsIrV?HlWi_h10?MzzmqAf Scale = 1:28.6 1 2 3 5 4 3x4 3x4 2x4 2x4 4-0-04-0-0 -0-11-0 0-11-0 3-8-0 3-8-0 4-0-0 0-4-0 1-5-05-1-00-3-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-0-0], [4:0-1-13,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.16 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=119(LC 10) Max Uplift 4=-94(LC 10) Max Grav 5=221(LC 1), 4=166(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss J05 Truss Type JACK-CLOSED Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739728 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-guWTWkVtnKkVnMDkM39Q91PVCvL8U__7vhlYuQzmqAe Scale = 1:21.8 1 2 3 4 7 6 5 3x4 3x4 4x6 2x4 2x4 2x4 0-1-132-4-0 2-4-0 4-0-0 1-8-0 -0-11-0 0-11-0 2-4-0 2-4-0 4-0-0 1-8-0 1-5-03-7-33-9-03-7-30-3-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-3-0,0-1-12], [5:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.18 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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 Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=74(LC 10) Max Uplift 5=-29(LC 10) Max Grav 7=221(LC 1), 5=143(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) 5 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) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss J06 Truss Type JACK-CLOSED GIRDER Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739729 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-844rj4WWYetMPWoxwngfhExg_JgtDRGH8LV6QszmqAd Scale = 1:14.9 1 2 3 4 7 6 5 8 9 3x4 3x4 4x6 2x4 2x4 2x4 0-1-41-0-0 1-0-0 4-0-0 3-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 4-0-0 3-0-0 1-5-02-3-122-5-02-3-120-3-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-3-4,0-2-0], [5:0-1-15,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.15 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -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: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=43(LC 5) Max Uplift 7=-17(LC 8), 5=-26(LC 5) Max Grav 7=219(LC 1), 5=144(LC 22) 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; 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) 5 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) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) 46 lb down and 49 lb up at 1-0-0, and 49 lb down and 32 lb up at 2-0-12 on top chord, and 9 lb down and 12 lb up at 1-0-0, and 12 lb down and 0 lb up at 2-0-12 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 Concentrated Loads (lb) Vert: 6=3(F) 9=0(F)February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss J07 Truss Type JACK-OPEN Qty 7 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739730 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-844rj4WWYetMPWoxwngfhExgWJiDDRYH8LV6QszmqAd Scale = 1:15.1 1 2 5 3 43x4 3x4 2-0-02-0-0 -0-11-0 0-11-0 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 0.13 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=43(LC 10) Max Uplift 3=-30(LC 10) Max Grav 5=153(LC 1), 3=47(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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss J08 Truss Type JACK-OPEN Qty 3 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739731 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-cHeDwQX8Jx?D0gN7UUBuESUqij1ByuoQN?EfyIzmqAc Scale = 1:15.0 1 2 5 3 43x4 3x6 1-9-01-8-7 -1-7-13 1-7-13 1-9-0 1-9-0 1-5-02-4-100-4-131-11-132-4-106.66 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-3, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-5(LC 10), 3=-19(LC 10), 4=-4(LC 7) Max Grav 5=227(LC 1), 3=10(LC 8), 4=29(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, 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss J09 Truss Type JACK-OPEN Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739732 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4TCb8mYm4F74eqyJ2Bi7nf1?S7NQhL2abf_CVkzmqAb Scale = 1:15.0 1 2 5 3 43x4 3x6 1-9-01-8-7 -1-7-13 1-7-13 1-9-0 1-9-0 1-5-02-4-100-4-131-11-132-4-106.66 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-3, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-5(LC 10), 3=-19(LC 10), 4=-4(LC 7) Max Grav 5=227(LC 1), 3=10(LC 8), 4=29(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, 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss J10 Truss Type JACK-CLOSED Qty 5 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739733 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4TCb8mYm4F74eqyJ2Bi7nf10w7MMhLmabf_CVkzmqAb Scale = 1:14.9 1 2 3 4 7 6 5 8 3x6 4x6 2x4 2x4 2x4 2-0-02-0-0 3-0-01-0-0 4-0-01-0-0 -0-11-0 0-11-0 3-0-0 3-0-0 4-0-0 1-0-0 0-9-01-9-02-5-00-3-84.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [5:0-1-12,0-0-10], [7:0-0-0,0-1-4] 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-SH 0.13 0.15 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 5 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=47(LC 10) Max Uplift 7=-27(LC 6), 5=-21(LC 10) Max Grav 7=221(LC 1), 5=143(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-0-0, Exterior(2R) 3-0-0 to 3-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss J11 Truss Type JACK-CLOSED Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739734 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-YfmzL6ZOrZFxG_WWbvDMJtZDsWkTQo_jqJjm1BzmqAa Scale = 1:10.0 1 2 3 4 7 6 5 4x6 3x4 3x6 3x4 2x4 0-2-22-0-0 2-0-0 2-3-8 0-3-8 2-6-0 0-2-8 4-0-0 1-6-0 -0-11-0 0-11-0 2-0-0 2-0-0 2-6-0 0-6-0 4-0-0 1-6-0 0-9-01-2-141-5-00-11-60-3-81-2-144.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [5:Edge,0-2-0], [7:0-0-0,0-1-4] 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 0.06 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 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 Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 7=2-3-8, 5=0-1-8. (lb) - Max Horz 7=31(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 5 Max Grav All reactions 250 lb or less at joint(s) 7, 5, 6, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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 studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss M01 Truss Type MONOPITCH Qty 6 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739735 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-1sKMZSZ0csNot75i9ckbs46NRw4_9FTs3zTJZdzmqAZ Scale = 1:9.8 1 2 3 5 4 2x4 3x8 2x4 1-3-81-3-8 -0-11-0 0-11-0 1-3-8 1-3-8 0-10-01-4-70-3-85.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.01 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=22(LC 9) Max Uplift 5=-17(LC 6), 4=-12(LC 23) Max Grav 5=138(LC 1), 4=20(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss M02 Truss Type MONOPITCH Qty 4 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739736 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-1sKMZSZ0csNot75i9ckbs46LEw2o9F8s3zTJZdzmqAZ Scale = 1:13.7 1 2 3 5 4 2x4 3x6 2x4 4-3-84-3-8 -0-11-0 0-11-0 4-3-8 4-3-8 0-9-02-2-30-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.15 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=45(LC 6) Max Uplift 5=-27(LC 6), 4=-18(LC 10) Max Grav 5=234(LC 1), 4=153(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss M02A Truss Type MONOPITCH Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739737 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-V2tkmnaeMAVfVHgujKGqOIfWYKOyuiN0IdCs53zmqAY Scale = 1:13.7 1 2 4 3 3x6 2x4 2x4 4-3-84-3-8 4-3-8 4-3-8 0-9-02-2-30-3-84.00 12 Plate Offsets (X,Y)-- [3:0-1-13,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 3-4 3-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=0-1-8 Max Horz 4=33(LC 7) Max Uplift 3=-19(LC 10) Max Grav 4=162(LC 1), 3=162(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss M04 Truss Type MONOPITCH Qty 4 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739738 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-zER6_7bG7UdW7RF4H1n3xVBbHkf_d9O9WHyQeWzmqAX Scale = 1:20.2 1 2 3 5 4 6 7 2x4 3x8 2x4 6-9-06-9-0 -0-11-0 0-11-0 6-9-0 6-9-0 0-9-03-0-00-3-84.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [4:0-1-14,0-0-10], [5:0-0-0,0-1-12], [5:0-4-0,0-1-4] 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-SH 0.62 0.42 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.00 (loc) 4-5 4-5 l/defl >890 >403 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* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=68(LC 6) Max Uplift 5=-27(LC 6), 4=-27(LC 10) Max Grav 5=329(LC 1), 4=255(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-273/194 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-7-12, Exterior(2E) 3-7-12 to 6-7-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss M05 Truss Type MONOPITCH Qty 6 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739739 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-zER6_7bG7UdW7RF4H1n3xVBgokjed9b9WHyQeWzmqAX Scale = 1:14.4 1 2 3 5 4 2x4 3x6 2x4 4-9-04-9-0 -0-11-0 0-11-0 4-9-0 4-9-0 0-9-02-4-00-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-15,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=49(LC 6) Max Uplift 5=-27(LC 6), 4=-19(LC 10) Max Grav 5=251(LC 1), 4=172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss M06 Truss Type MONOPITCH Qty 16 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739740 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-RR?UBTcvunlNkbqHqlIIUjkop8wRMX3JlxhzAyzmqAW Scale = 1:21.9 1 2 3 4 5 6 7 8 3x4 2x4 5x8 3x4 6x6 9-11-89-9-12 -0-11-0 0-11-0 5-2-2 5-2-2 9-11-8 4-9-6 0-8-83-7-63-3-140-3-83-7-63.50 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.73 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.01 (loc) 2-6 2-6 6 l/defl >532 >264 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-6: 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-1-8 Max Horz 2=96(LC 7) Max Uplift 2=-37(LC 6), 6=-27(LC 10) Max Grav 2=450(LC 1), 6=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-580/184 BOT CHORD 2-6=-170/520 WEBS 4-6=-523/230 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-9-12, Exterior(2E) 6-9-12 to 9-9-12 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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type Piggyback Qty 8 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739741 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-vdZsOpcXf5tEMlPTOSpX0wH2LXRL53ES_bRXiOzmqAV Scale = 1:14.6 1 2 3 4 5 6 4x6 3x4 3x4 2x4 6-2-06-2-0 3-1-0 3-1-0 6-2-0 3-1-0 0-4-72-0-110-1-80-4-70-1-88.00 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 0.07 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=4-8-2, 4=4-8-2, 6=4-8-2 Max Horz 2=-33(LC 8) Max Uplift 2=-16(LC 10), 4=-20(LC 11) Max Grav 2=135(LC 1), 4=135(LC 1), 6=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 2, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type Piggyback Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739742 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-vdZsOpcXf5tEMlPTOSpX0wH24XP053XS_bRXiOzmqAV Scale = 1:12.4 1 2 3 4 5 6 3x4 3x4 3x4 3x4 0-2-26-2-0 6-2-0 2-6-6 2-6-6 3-7-10 1-1-4 6-2-0 2-6-6 0-4-71-6-21-8-40-1-80-4-70-1-81-4-108.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [4:0-2-0,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-R 0.09 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 6 5 l/defl n/r n/r n/a L/d 180 120 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 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 Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS. (size)2=4-8-2, 5=4-8-2 Max Horz 2=-25(LC 8) Max Uplift 2=-3(LC 10), 5=-3(LC 11) Max Grav 2=215(LC 1), 5=215(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 2-6-6, Exterior(2R) 2-6-6 to 3-7-10, Exterior(2E) 3-7-10 to 5-10-11 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) Provide adequate drainage to prevent water ponding. 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) 2, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T01 Truss Type ROOF SPECIAL Qty 6 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739744 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-r0hdpVenBi7xb2ZsWtr?5LMHgL07ZqqlRvwdnHzmqAT Scale: 1/4"=1' 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 4x6 4x6 4x8 4x6 4x6 3x6 3x4 2x4 6x8 3x4 6x6 6-4-56-4-5 12-5-26-0-13 19-11-07-5-14 -0-11-0 0-11-0 6-4-5 6-4-5 12-5-2 6-0-13 13-10-8 1-5-6 19-11-0 6-0-8 20-10-0 0-11-0 0-10-06-0-27-5-81-5-05.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [4:0-1-12,0-1-8], [6:0-3-0,0-1-12], [7:0-3-0,0-1-12], [10:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.48 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.02 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 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* 7-9: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=158(LC 9) Max Uplift 2=-25(LC 10) Max Grav 2=845(LC 1), 9=855(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1315/95, 4-5=-801/102, 5-6=-978/174, 6-7=-811/102, 7-9=-784/123 BOT CHORD 2-12=-48/1124, 10-12=-48/1124 WEBS 4-10=-524/93, 5-10=-587/118, 6-10=-91/950, 7-10=-15/341 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-5-2, Exterior(2R) 12-5-2 to 16-10-8, Interior(1) 16-10-8 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 25 lb uplift at joint 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T02 Truss Type ROOF SPECIAL Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739745 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-JCF?1rfPy0FoDC823aMEeZvU_lMgIH0ugYfBJjzmqAS Scale = 1:46.8 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 4x6 4x6 4x8 4x6 4x6 3x6 3x4 2x4 6x8 3x4 6-4-56-4-5 12-5-26-0-13 19-5-06-11-14 19-7-80-2-8 -0-11-0 0-11-0 6-4-5 6-4-5 12-5-2 6-0-13 13-10-8 1-5-6 19-7-8 5-9-0 0-10-06-0-27-5-81-8-85.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [4:0-1-12,0-1-8], [6:0-3-0,0-1-12], [7:0-3-4,0-0-8], [9:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.46 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.02 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 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* 7-8: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=154(LC 7) Max Uplift 2=-24(LC 10) Max Grav 2=835(LC 1), 8=778(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1294/96, 4-5=-777/102, 5-6=-942/171, 6-7=-776/100, 7-8=-710/88 BOT CHORD 2-11=-60/1106, 9-11=-60/1106 WEBS 4-9=-527/93, 5-9=-572/114, 6-9=-80/915, 7-9=0/383 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-5-2, Exterior(2R) 12-5-2 to 16-5-12, Exterior(2E) 16-5-12 to 19-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 24 lb uplift at joint 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739746 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-oOpNEBg1jKNfrMjEdIuTBmRg79j81h22vCPkr9zmqAR Scale = 1:58.1 1 2 3 4 5 6 10 9 8 7 11 12 13 5x6 5x6 3x8 3x4 3x4 3x6 3x4 2x4 3x4 3x4 2x4 2x4 2x4 4-4-94-4-9 6-4-56-4-5 12-5-26-0-13 16-11-84-6-6 -0-11-0 0-11-0 6-4-5 6-4-5 12-5-2 6-0-13 15-2-8 2-9-6 16-11-8 1-9-0 0-10-06-0-210-6-89-9-40-9-410-6-85.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [4:0-1-12,0-1-8], [6:0-2-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.38 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.02 (loc) 8-10 8-10 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS. (size)2=0-3-8, 12=0-1-8 Max Horz 2=264(LC 10) Max Uplift 12=-113(LC 10) Max Grav 2=732(LC 1), 12=654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1073/0, 4-5=-527/0, 7-11=-36/565, 6-11=-36/565 BOT CHORD 2-10=-120/906, 8-10=-120/906, 7-8=-33/412 WEBS 4-8=-552/102, 5-8=0/414, 5-7=-659/68, 6-12=-655/119 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-7-12 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 12. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T04 Truss Type HIP Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739747 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GbMlSXgfUdVWSWHRB?Pij__huYymmBTB7s8IOczmqAQ Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 5x6 3x8 3x6 3x8 3x6 2x4 3x8 3x8 3x6 3x6 4x6 4x6 3x6 5x6 3x6 0-2-29-6-0 9-6-0 17-11-8 8-5-8 26-5-0 8-5-8 35-11-0 9-6-0 -0-11-0 0-11-0 4-11-8 4-11-8 9-6-0 4-6-8 17-11-8 8-5-8 26-5-0 8-5-8 30-11-8 4-6-8 35-11-0 4-11-8 36-10-0 0-11-0 1-1-07-2-147-5-01-1-07-2-148.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-0,0-1-8], [8:0-2-0,0-1-8], [9:0-3-0,Edge], [11:Edge,0-1-12], [17:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.80 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.38 0.10 (loc) 11-12 11-12 11 l/defl >999 >999 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 5-16,5-12: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-12, 3-17, 8-11 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=-146(LC 8) Max Grav 17=1489(LC 1), 11=1489(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-391/44, 3-4=-1782/17, 4-5=-1430/41, 5-7=-1429/41, 7-8=-1782/18, 8-9=-393/44, 2-17=-391/60, 9-11=-393/60 BOT CHORD 16-17=-50/1442, 14-16=-10/1905, 12-14=-10/1905, 11-12=0/1441 WEBS 4-16=0/600, 5-16=-692/105, 5-14=0/320, 5-12=-691/105, 7-12=0/598, 3-17=-1561/0, 8-11=-1559/0 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-3-1, Exterior(2R) 5-3-1 to 13-8-15, Interior(1) 13-8-15 to 22-2-1, Exterior(2R) 22-2-1 to 30-7-15, Interior(1) 30-7-15 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T05 Truss Type HIP Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739748 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CzUWtCiw0ElEiqRpIQRAoP33NMgCE7MUbAdOSUzmqAO Scale = 1:66.2 1 2 3 4 5 6 7 8 9 1011 18 17 16 15 14 13 12 19 20 21 22 3x6 5x6 5x6 3x6 3x6 3x6 2x4 3x12 3x8 2x4 2x4 3x12 5x12 3x6 5x12 3x6 0-2-28-11-12 8-11-12 12-6-0 3-6-4 17-11-8 5-5-8 23-5-0 5-5-8 26-11-4 3-6-4 35-11-0 8-11-12 -0-11-0 0-11-0 8-11-12 8-11-12 12-6-0 3-6-4 17-11-8 5-5-8 23-5-0 5-5-8 26-11-4 3-6-4 35-11-0 8-11-12 36-10-0 0-11-0 1-1-09-2-149-5-01-1-09-2-148.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [5:0-3-0,0-1-12], [7:0-3-0,0-1-12], [10:0-5-8,0-1-8], [13:0-5-4,0-1-8], [17:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.67 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.05 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,10-12: 2x6 SPF No.2, 5-15,7-15: 2x4 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 (4-6-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS. (size)18=0-3-8, 12=0-3-8 Max Horz 18=-183(LC 8) Max Grav 18=1487(LC 1), 12=1487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1885/8, 4-5=-1802/109, 5-6=-1440/76, 6-7=-1440/76, 7-8=-1802/108, 8-10=-1885/8, 2-18=-1405/32, 10-12=-1405/32 BOT CHORD 17-18=-224/649, 15-17=0/1255, 13-15=0/1255, 12-13=-141/532 WEBS 4-17=-401/208, 6-15=-424/101, 8-13=-400/207, 2-17=0/910, 10-13=0/910, 5-17=-134/557, 5-15=-65/446, 7-13=-134/557, 7-15=-65/446 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-3-1, Exterior(2R) 8-3-1 to 16-8-15, Interior(1) 16-8-15 to 19-2-1, Exterior(2R) 19-2-1 to 27-7-15, Interior(1) 27-7-15 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T05A Truss Type HIP Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739749 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-g92u4YjYnYu5Jz0?s8yPLccFym1MzbeeqqNy_xzmqAN Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 5x6 5x6 3x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 5x12 3x6 5x12 3x6 0-2-28-11-13 8-11-13 15-6-0 6-6-3 20-5-0 4-11-0 26-11-3 6-6-3 35-11-0 8-11-13 -0-11-0 0-11-0 8-11-13 8-11-13 15-6-0 6-6-3 20-5-0 4-11-0 26-11-3 6-6-3 35-11-0 8-11-13 36-10-0 0-11-0 1-1-011-2-1411-5-01-1-011-2-148.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [4:0-1-12,0-1-8], [5:0-3-0,0-1-12], [7:0-1-12,0-1-8], [9:0-5-8,0-1-8], [11:0-3-0,0-0-8], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-3-0,0-2-0] 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-SH 0.80 0.61 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.05 (loc) 17-18 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-14,6-14: 2x4 SPF No.2, 2-18,9-11: 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 (5-2-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-219(LC 8) Max Grav 18=1487(LC 1), 11=1487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1885/2, 4-5=-1480/75, 5-6=-1127/95, 6-7=-1481/75, 7-9=-1885/0, 2-18=-1402/45, 9-11=-1401/44 BOT CHORD 17-18=-232/655, 15-17=0/1442, 14-15=0/1126, 12-14=0/1442, 11-12=-125/510 WEBS 4-17=0/255, 4-15=-485/136, 5-15=-36/457, 6-14=-4/455, 7-14=-484/136, 7-12=0/254, 2-17=0/939, 9-12=0/938 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-3-1, Exterior(2R) 11-3-1 to 24-7-15, Interior(1) 24-7-15 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T06 Truss Type COMMON Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739750 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8McGHujAYs0yx7bCQrTetq8R9ALAi2Gn2U6VXNzmqAM Scale = 1:79.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x8 5x8 3x8 3x6 3x6 3x8 3x4 3x6 3x4 3x6 4x10 3x6 4x10 3x6 8-11-118-11-11 17-11-88-11-13 26-11-58-11-13 35-11-08-11-11 -0-11-0 0-11-0 8-11-11 8-11-11 17-11-8 8-11-13 26-11-5 8-11-13 35-11-0 8-11-11 36-10-0 0-11-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [8:0-4-8,0-1-8], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.71 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.06 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,6-13,4-13: 2x4 SPF No.2, 2-16,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=249(LC 9) Max Uplift 16=-3(LC 10), 10=-3(LC 11) Max Grav 16=1487(LC 1), 10=1487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1900/28, 4-5=-1379/115, 5-6=-1380/115, 6-8=-1900/28, 2-16=-1405/51, 8-10=-1405/51 BOT CHORD 15-16=-225/610, 13-15=-36/1464, 11-13=0/1464, 10-11=-99/443 WEBS 5-13=0/859, 6-13=-599/165, 6-11=0/288, 4-13=-599/165, 4-15=0/288, 2-15=0/1027, 8-11=0/1027 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 3 lb uplift at joint 16 and 3 lb uplift at joint 10. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T06A Truss Type COMMON Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739751 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-cYAeVEkoJ98pZHAO_Z_tQ1hczZhNRUnwH8s23pzmqAL Scale = 1:79.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x8 5x8 3x8 3x6 3x6 3x4 3x6 3x8 3x4 3x6 4x10 3x6 4x8 3x6 8-11-138-11-13 17-11-88-11-11 26-8-88-9-0 35-8-08-11-8 -0-11-0 0-11-0 8-11-13 8-11-13 17-11-8 8-11-11 26-8-8 8-9-0 35-8-0 8-11-8 1-1-013-0-111-3-08.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [8:0-3-0,0-2-0], [10:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.71 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.05 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,5-12,6-12: 2x4 SPF No.2, 2-15,8-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 6-12 REACTIONS. (size)15=0-3-8, 9=Mechanical Max Horz 15=246(LC 7) Max Uplift 15=-4(LC 10) Max Grav 15=1478(LC 1), 9=1407(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1887/28, 4-5=-1364/115, 5-6=-1361/117, 6-8=-1840/29, 2-15=-1396/52, 8-9=-1325/36 BOT CHORD 14-15=-235/604, 12-14=-45/1453, 10-12=0/1423, 9-10=-43/270 WEBS 4-14=0/291, 4-12=-600/165, 5-12=0/854, 6-12=-577/165, 6-10=0/261, 2-14=0/1015, 8-10=0/1162 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-5-4, Exterior(2E) 32-5-4 to 35-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 4 lb uplift at joint 15. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T07 Truss Type ROOF SPECIAL Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739752 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4kk1ialQ3TGgARlaXGW6zFEoqz0YAu94WobcbFzmqAK Scale = 1:80.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x8 5x8 5x10 MT18HS 3x4 3x6 3x6 3x4 3x6 3x8 3x4 5x6 4x6 5x6 4x10 3x6 3x6 0-2-28-11-13 8-11-13 17-11-8 8-11-11 26-11-3 8-11-11 31-10-10 4-11-7 35-8-0 3-9-6 -0-11-0 0-11-0 8-11-13 8-11-13 17-11-8 8-11-11 26-11-3 8-11-11 31-10-10 4-11-7 34-10-10 3-0-0 35-8-0 0-9-6 1-1-03-7-213-0-113-3-03-7-28.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-1-12,0-1-8], [6:0-3-4,Edge], [7:0-4-4,0-2-8], [8:0-3-0,0-1-4], [11:0-2-4,0-1-12], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.71 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.33 0.06 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6: 2x4 SPF 2100F 1.8E, 6-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,5-14,6-14: 2x4 SPF No.2, 2-17: 2x6 SPF No.2 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-5 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14 REACTIONS. (size)17=0-3-8, 10=Mechanical Max Horz 17=266(LC 7) Max Uplift 17=-3(LC 10) Max Grav 17=1482(LC 1), 10=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1891/30, 4-5=-1371/116, 5-6=-1377/115, 6-7=-1769/42, 7-8=-1416/22, 2-17=-1399/53 BOT CHORD 16-17=-243/604, 14-16=-49/1456, 12-14=0/1454, 11-12=0/1378, 10-11=-19/267 WEBS 4-16=0/285, 4-14=-597/166, 5-14=0/853, 6-14=-591/156, 6-12=0/279, 7-11=-1191/23, 8-11=0/1696, 2-16=0/1016, 8-10=-1342/34 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 31-10-10, Exterior(2R) 31-10-10 to 34-10-10, Exterior(2E) 34-10-10 to 35-6-4 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 3 lb uplift at joint 17. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T07A Truss Type ROOF SPECIAL Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739753 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ZxHPwwm2qnOXobKn5z1LVSmu9NMnvOrDkSL97izmqAJ Scale = 1:80.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 3x8 5x8 5x10 MT18HS 5x6 5x6 4x6 3x6 3x6 3x4 3x6 3x8 3x4 4x10 3x4 4x8 3x6 0-2-28-11-13 8-11-13 17-11-8 8-11-11 26-11-4 8-11-12 29-0-2 2-0-15 32-0-2 3-0-0 35-8-0 3-7-14 -0-11-0 0-11-0 8-11-13 8-11-13 17-11-8 8-11-11 26-11-4 8-11-12 29-0-2 2-0-15 32-0-2 3-0-0 35-8-0 3-7-14 1-1-05-6-213-0-113-3-05-6-28.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-1-12,0-1-8], [6:0-3-4,Edge], [9:Edge,0-1-12], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.71 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.33 0.06 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 170 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E, 6-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,5-14,6-14: 2x4 SPF No.2, 2-17: 2x6 SPF No.2 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 7-11 REACTIONS. (size)17=0-3-8, 10=Mechanical Max Horz 17=266(LC 7) Max Uplift 17=-3(LC 10) Max Grav 17=1482(LC 1), 10=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1891/32, 4-5=-1371/118, 5-6=-1379/118, 6-7=-1670/37, 7-8=-835/56, 8-9=-1053/47, 2-17=-1399/54, 9-10=-1375/10 BOT CHORD 16-17=-243/604, 14-16=-50/1456, 12-14=0/1458, 11-12=0/1423 WEBS 4-16=0/285, 4-14=-599/166, 5-14=0/857, 6-14=-595/158, 6-12=0/276, 7-11=-1157/0, 8-11=0/337, 2-16=0/1016, 9-11=0/1106 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 29-0-2, Exterior(2R) 29-0-2 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 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 3 lb uplift at joint 17. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T07B Truss Type ROOF SPECIAL Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739754 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-17rn7Gmhb4WNQlvzfhYa2gJ5dnj9eq4Nz64jg8zmqAI Scale = 1:84.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 3x6 6x6 5x8 5x6 5x6 3x6 3x6 3x4 3x6 3x8 2x4 3x4 3x12 5x8 3x6 0-2-29-1-8 9-1-8 17-11-8 8-10-0 26-0-2 8-0-10 29-0-2 3-0-0 35-8-0 6-7-14 -0-11-0 0-11-0 9-1-8 9-1-8 17-11-8 8-10-0 26-0-2 8-0-10 29-0-2 3-0-0 35-8-0 6-7-14 1-1-07-6-213-0-113-3-07-6-28.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [4:0-1-12,0-1-8], [5:0-2-9,0-3-4], [6:0-3-12,0-2-8], [8:0-3-4,0-1-12], [10:0-5-0,0-1-8], [15:0-2-8,0-1-8], [16:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.70 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.05 (loc) 15-16 15-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 175 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,5-13,6-13: 2x4 SPF No.2, 8-9: 2x4 SPF-S Stud 2-16: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-6-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 6-10 REACTIONS. (size)16=0-3-8, 9=Mechanical Max Horz 16=265(LC 7) Max Uplift 16=-3(LC 10) Max Grav 16=1482(LC 1), 9=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1887/39, 4-5=-1366/126, 5-6=-1342/122, 6-7=-1039/89, 7-8=-1354/64, 8-9=-1347/33, 2-16=-1398/59 BOT CHORD 15-16=-252/635, 13-15=-44/1448, 11-13=0/1373, 10-11=0/1372 WEBS 4-15=0/293, 4-13=-592/159, 5-13=-3/848, 6-13=-520/125, 6-10=-847/0, 7-10=0/427, 8-10=0/1101, 2-15=0/979 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-9-12, Exterior(2R) 14-9-12 to 20-9-12, Interior(1) 20-9-12 to 26-0-2, Exterior(2R) 26-0-2 to 32-0-2, Interior(1) 32-0-2 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 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 3 lb uplift at joint 16. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T07C Truss Type ROOF SPECIAL Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739755 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VJP9LcnJMOeE1uT9DO3patsF7B2?NAPWCmqGCazmqAH Scale = 1:80.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 193x8 6x6 5x6 5x6 3x4 3x6 3x6 3x4 3x6 3x8 4x8 3x6 4x6 4x10 3x6 0-2-28-11-12 8-11-12 17-11-8 8-11-11 26-0-2 8-0-10 35-8-0 9-7-14 -0-11-0 0-11-0 8-11-12 8-11-12 17-11-8 8-11-11 23-0-2 5-0-10 26-0-2 3-0-0 30-3-7 4-3-5 35-8-0 5-4-9 1-1-09-6-213-0-113-3-09-6-28.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-1-12,0-1-8], [5:0-3-9,0-3-0], [8:0-2-8,0-1-8], [10:0-2-12,0-2-0], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.73 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.44 0.06 (loc) 10-11 10-11 10 l/defl >999 >957 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,5-13,6-13: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud 2-16: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-7-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 6-11, 8-10 REACTIONS. (size)16=0-3-8, 10=Mechanical Max Horz 16=265(LC 7) Max Uplift 16=-3(LC 10) Max Grav 16=1482(LC 1), 10=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1892/42, 4-5=-1367/131, 5-6=-1261/141, 6-7=-1070/103, 7-8=-1363/99, 2-16=-1400/60 BOT CHORD 15-16=-251/609, 13-15=-45/1456, 11-13=0/1230, 10-11=-6/964 WEBS 4-15=0/296, 4-13=-598/158, 5-13=-32/909, 6-13=-497/132, 6-11=-508/61, 7-11=-1/502, 8-10=-1476/0, 2-15=0/1015 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-9-12, Exterior(2R) 14-9-12 to 20-9-12, Interior(1) 20-9-12 to 23-0-2, Exterior(2R) 23-0-2 to 29-0-2, Interior(1) 29-0-2 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 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 3 lb uplift at joint 16. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T07D Truss Type ROOF SPECIAL Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739756 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-zWzXYxox7im5f22Mm6a275OPPaO_6k5fRQZpk1zmqAG Scale = 1:83.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x8 6x6 5x6 5x6 4x6 3x6 3x6 3x4 3x6 3x8 3x8 3x4 3x6 5x8 3x4 3x6 0-2-28-11-13 8-11-13 17-11-8 8-11-11 23-0-2 5-0-10 29-11-3 6-11-1 35-8-0 5-8-13 -0-11-0 0-11-0 8-11-13 8-11-13 17-11-8 8-11-11 20-0-2 2-0-10 23-0-2 3-0-0 29-11-3 6-11-1 35-8-0 5-8-13 1-1-011-6-213-0-113-3-011-6-28.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [4:0-1-12,0-1-8], [5:0-2-9,0-3-4], [8:0-1-12,0-1-8], [9:0-3-0,0-1-8], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.74 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.32 0.05 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 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* 4-16,8-13,8-11,2-16,9-11: 2x3 SPF No.2, 2-17: 2x6 SPF No.2 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-7-12 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 6-13, 8-13 REACTIONS. (size)17=0-3-8, 10=Mechanical Max Horz 17=266(LC 7) Max Uplift 17=-3(LC 10) Max Grav 17=1482(LC 1), 10=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1892/31, 4-5=-1366/121, 5-6=-1188/142, 6-7=-1020/131, 7-8=-1349/116, 8-9=-1311/52, 2-17=-1401/54, 9-10=-1363/20 BOT CHORD 16-17=-254/610, 14-16=-45/1456, 13-14=0/1090, 11-13=0/1031 WEBS 4-16=0/301, 4-14=-598/156, 5-14=-49/926, 6-14=-516/137, 6-13=-312/54, 7-13=-3/405, 8-11=-410/71, 2-16=0/1014, 9-11=0/1146 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-9-12, Exterior(2R) 14-9-12 to 17-9-12, Exterior(2E) 17-9-12 to 20-0-2, Exterior(2R) 20-0-2 to 26-0-2, Interior(1) 26-0-2 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 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 3 lb uplift at joint 17. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T07E Truss Type PIGGYBACK BASE Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739757 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-RiXwlHpZu?uyHCdYKp5HgIxcO_lcrBnpf4JNGTzmqAF Scale = 1:74.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 3x6 5x8 5x8 4x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 3x4 5x12 3x6 8-11-138-11-13 16-4-87-4-11 22-6-86-2-0 29-11-47-4-11 35-8-05-8-12 -0-11-0 0-11-0 8-11-13 8-11-13 16-4-8 7-4-11 22-6-8 6-2-0 29-11-4 7-4-11 35-8-0 5-8-12 1-1-012-0-03-3-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [6:0-5-12,0-2-0], [7:0-1-12,0-1-8], [8:Edge,0-1-12], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8], [16:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.65 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.30 0.05 (loc) 15-16 15-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,5-12,6-12: 2x4 SPF No.2, 8-9: 2x4 SPF-S Stud 2-16: 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 (5-0-4 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-12, 7-12 REACTIONS. (size)16=0-3-8, 9=Mechanical Max Horz 16=246(LC 7) Max Grav 16=1482(LC 1), 9=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1882/7, 4-5=-1424/88, 5-6=-1011/112, 6-7=-1345/91, 7-8=-1314/25, 8-9=-1365/0, 2-16=-1398/47 BOT CHORD 15-16=-246/634, 13-15=-24/1442, 12-13=0/1073, 10-12=0/1035 WEBS 4-15=0/275, 4-13=-537/144, 5-13=-23/498, 5-12=-254/87, 6-12=0/376, 7-10=-408/63, 8-10=0/1154, 2-15=0/958 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 26-9-7, Interior(1) 26-9-7 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T08 Truss Type PIGGYBACK BASE Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739758 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-N5fgAzqpQd8gWWnwSE8mlj0vSoQYJ5967OoULLzmqAD Scale = 1:73.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x6 5x8 5x8 3x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 12x12 5x12 3x6 8-11-138-11-13 16-4-87-4-11 22-6-86-2-0 29-11-37-4-11 38-11-08-11-13 -0-11-0 0-11-0 8-11-13 8-11-13 16-4-8 7-4-11 22-6-8 6-2-0 29-11-3 7-4-11 38-11-0 8-11-13 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [6:0-5-12,0-2-0], [7:0-1-12,0-1-8], [10:0-1-12,0-0-0], [10:Edge,0-10-2], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8], [17:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.69 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.06 (loc) 10-11 10-11 10 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 *Except* 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,5-13,6-13: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud 2-17: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (size)17=0-3-8, 10=0-5-8 Max Horz 17=225(LC 7) Max Grav 17=1611(LC 1), 10=1541(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2084/0, 4-5=-1640/76, 5-6=-1255/99, 6-7=-1645/77, 7-9=-2094/0, 9-10=-1455/26, 2-17=-1527/40 BOT CHORD 16-17=-241/644, 14-16=-10/1610, 13-14=0/1253, 11-13=0/1629, 10-11=-56/361 WEBS 4-16=0/261, 4-14=-523/146, 5-14=-22/497, 6-13=0/503, 7-13=-544/148, 7-11=0/265, 9-11=0/1273, 2-16=0/1117 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 26-9-7, Interior(1) 26-9-7 to 35-9-4, Exterior(2E) 35-9-4 to 38-9-4 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T08A Truss Type PIGGYBACK BASE Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739759 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-rHD2OJrRBwGX8gM7?xf?HxZ7KCm?2YiFL2X1tozmqAC Scale = 1:74.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 5x8 5x8 3x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 3x6 5x12 5x12 3x6 8-11-138-11-13 16-4-87-4-11 22-6-86-2-0 29-11-37-4-11 38-11-08-11-13 -0-11-0 0-11-0 8-11-13 8-11-13 16-4-8 7-4-11 22-6-8 6-2-0 29-11-3 7-4-11 38-11-0 8-11-13 39-10-0 0-11-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [6:0-5-12,0-2-0], [7:0-1-12,0-1-8], [9:0-5-8,0-1-8], [11:0-3-0,0-0-4], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.67 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.07 (loc) 17-18 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-14,6-14: 2x4 SPF No.2, 9-11,2-18: 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 (4-5-2 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-5-8 Max Horz 18=-231(LC 8) Max Grav 18=1607(LC 1), 11=1607(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2077/0, 4-5=-1632/75, 5-6=-1247/98, 6-7=-1633/75, 7-9=-2077/0, 9-11=-1522/40, 2-18=-1523/40 BOT CHORD 17-18=-232/650, 15-17=-1/1604, 14-15=0/1246, 12-14=0/1604, 11-12=-118/499 WEBS 4-17=0/261, 4-15=-523/146, 5-15=-22/496, 6-14=0/497, 7-14=-522/146, 7-12=0/260, 9-12=0/1111, 2-17=0/1111 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 26-9-7, Interior(1) 26-9-7 to 36-10-0, Exterior(2E) 36-10-0 to 39-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T09 Truss Type PIGGYBACK BASE Qty 6 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739760 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-KTmQbfs4yEOOmpxJZfAEq86GPb6Dn?qPaiHaPEzmqAB Scale = 1:73.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x6 5x8 5x8 3x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 3x6 5x12 4x8 3x6 8-11-138-11-13 16-4-87-4-11 22-6-86-2-0 29-11-37-4-11 38-11-08-11-13 8-11-13 8-11-13 16-4-8 7-4-11 22-6-8 6-2-0 29-11-3 7-4-11 38-11-0 8-11-13 39-10-0 0-11-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [3:0-1-12,0-1-8], [4:0-5-12,0-2-0], [5:0-5-12,0-2-0], [6:0-1-12,0-1-8], [8:0-5-8,0-1-8], [10:0-3-0,0-0-4], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8], [17:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.68 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.06 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,4-13,5-13: 2x4 SPF No.2, 8-10,1-17: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-14 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-13, 6-13 REACTIONS. (size)17=Mechanical, 10=0-5-8 Max Horz 17=-226(LC 6) Max Grav 17=1537(LC 1), 10=1608(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2075/0, 3-4=-1637/77, 4-5=-1248/99, 5-6=-1634/76, 6-8=-2078/0, 8-10=-1523/40, 1-17=-1452/26 BOT CHORD 16-17=-184/506, 14-16=-2/1613, 13-14=0/1248, 11-13=0/1605, 10-11=-118/499 WEBS 3-16=0/255, 3-14=-532/147, 4-14=-23/499, 5-13=0/497, 6-13=-522/146, 6-11=0/260, 8-11=0/1112, 1-16=0/1262 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-1-9, Exterior(2R) 12-1-9 to 26-9-7, Interior(1) 26-9-7 to 36-10-0, Exterior(2E) 36-10-0 to 39-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T10 Truss Type HIP Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739761 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GsuB0LtKUre6?75ih4CivZBdrPpWFqeh20mhU7zmqA9 Scale = 1:97.0 1 2 3 4 5 6 7 8 24 23 22 13 12 11 10 91716 21 20 19 18 15 14 25 26 27 28 4x6 5x10 MT18HS 5x6 5x12 3x6 2x4 5x12 4x6 3x4 4x6 3x4 2x4 5x12 4x8 5x12 6x8 6x6 2x4 2x4 3x6 2x4 2x4 2x4 0-2-23-7-5 3-7-5 4-9-0 1-1-11 12-6-0 7-9-0 17-1-8 4-7-8 20-5-0 3-3-8 20-11-0 0-6-0 22-9-8 1-10-8 29-11-3 7-1-11 38-8-0 8-8-13 3-7-5 3-7-5 12-6-0 8-10-11 20-5-0 7-11-0 22-9-8 2-4-8 29-11-3 7-1-11 38-8-0 8-8-13 5-1-013-2-1413-5-01-3-03-0-013-2-148.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-12,0-1-8], [3:0-6-0,0-1-8], [4:0-2-12,0-1-12], [5:0-2-12,0-2-0], [7:0-0-0,0-1-12], [7:0-2-0,0-3-0], [8:Edge,0-1-8], [9:Edge,0-2-0], [10:0-3-4,0-1-12], [12:0-7-4,0-3-8], [13:0-6-0,0-2-0], [21:0-4-8,0-3-8] 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-SH 0.84 0.62 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.36 0.16 (loc) 15 15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,3-19,4-19,4-16: 2x4 SPF No.2, 1-24,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-23, 4-19, 5-13, 1-24 REACTIONS. (size)24=Mechanical, 9=Mechanical Max Horz 24=-278(LC 6) Max Grav 24=1535(LC 1), 9=1535(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-985/40, 2-3=-1437/93, 3-4=-1071/121, 4-5=-1794/83, 5-6=-2226/21, 6-8=-2039/4, 1-24=-1500/0, 8-9=-1452/31 BOT CHORD 12-13=0/1740, 5-12=0/847, 9-10=-50/281, 20-21=-99/876, 19-20=-97/876 WEBS 21-23=0/259, 2-21=-831/80, 2-19=-87/374, 3-19=0/367, 4-19=-800/0, 13-19=0/1519, 5-13=-897/100, 10-12=0/1713, 6-10=-701/56, 1-21=0/1260, 8-10=0/1315, 4-13=0/1245, 21-24=-228/253 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 8-3-1, Exterior(2R) 8-3-1 to 24-7-15, Interior(1) 24-7-15 to 35-6-4, Exterior(2E) 35-6-4 to 38-6-4 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T11 Truss Type HIP Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739762 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-k2SZDguyF9mzdHfuEnjxSnkoep8S_GQrGgVF0ZzmqA8 Scale = 1:84.1 1 2 3 4 5 6 7 8 9 25 24 23 15 14 1312 11 101918 22 21 20 17 16 26 27 28 29 30 4x6 5x6 5x6 3x8 3x6 2x4 3x4 3x4 4x6 3x4 5x12 4x6 5x12 2x4 5x12 3x4 4x8 6x6 2x4 2x4 3x8 2x4 2x4 6x8 0-2-212-4-8 3-11-143-11-14 4-9-00-9-2 9-6-04-9-0 17-1-87-7-8 19-5-02-3-8 22-9-83-4-8 23-5-00-7-8 29-11-46-6-3 38-8-08-8-12 3-11-14 3-11-14 9-6-0 5-6-2 14-5-8 4-11-8 19-5-0 4-11-8 22-9-8 3-4-8 23-5-0 0-7-8 29-11-4 6-6-3 38-8-0 8-8-12 5-1-011-2-1411-5-01-3-03-0-00-8-011-2-148.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-12,0-1-8], [6:0-3-0,0-1-12], [7:0-1-12,0-1-8], [9:Edge,0-1-8], [10:Edge,0-1-12], [11:0-3-4,0-1-12], [14:0-7-4,0-3-8], [15:0-4-8,0-2-0], [16:0-4-12,0-1-8], [22:0-4-8,0-3-8] 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-SH 0.84 0.58 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.48 0.16 (loc) 17-20 17-20 10 l/defl >999 >958 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-20,4-20,6-12: 2x4 SPF No.2, 1-25,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-13 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-15 WEBS 1 Row at midpt 4-20, 1-25, 2-24 REACTIONS. (size)25=Mechanical, 10=Mechanical Max Horz 25=-242(LC 6) Max Grav 25=1541(LC 1), 10=1544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1050/48, 2-3=-1377/74, 3-4=-1080/90, 4-5=-1870/31, 5-6=-1880/31, 6-7=-2332/0, 7-9=-2053/0, 1-25=-1485/0, 9-10=-1461/13 BOT CHORD 5-15=-306/78, 14-15=0/1830, 10-11=-47/280, 21-22=-90/837, 20-21=-89/834 WEBS 2-20=-68/434, 3-20=0/452, 4-20=-1042/46, 15-20=-43/1454, 4-15=0/707, 6-15=-142/272, 6-14=0/872, 7-14=-100/359, 7-11=-792/34, 9-11=0/1328, 11-14=0/1784, 2-22=-767/11, 1-22=0/1178 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 5-3-1, Exterior(2R) 5-3-1 to 13-8-15, Interior(1) 13-8-15 to 19-2-1, Exterior(2R) 19-2-1 to 27-7-15, Interior(1) 27-7-15 to 35-6-4, Exterior(2E) 35-6-4 to 38-6-4 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T12 Truss Type HIP Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739763 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CE0xR0va?TvqERE4oVFA__G2VDSMjm1_VKFoZ?zmqA7 Scale = 1:74.1 1 2 3 4 5 6 7 8 9 21 20 15 14 13 12 11 10 19 18 17 16 22 23 24 25 26 4x6 5x6 3x6 5x6 3x6 2x4 4x8 2x4 5x12 3x8 3x4 3x8 6x8 3x4 5x6 3x6 2x4 2x4 2x4 2x4 5x8 0-2-212-4-8 4-9-04-9-0 13-1-118-4-11 17-1-83-11-13 19-9-52-7-13 26-5-06-7-11 32-3-115-10-10 38-8-06-4-5 4-9-0 4-9-0 6-6-0 1-9-0 13-1-11 6-7-11 19-9-5 6-7-11 26-5-0 6-7-11 32-3-11 5-10-10 38-8-0 6-4-5 5-1-09-2-149-5-01-3-00-8-09-2-148.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-3-0,0-1-12], [8:0-1-12,0-1-8], [9:Edge,0-1-12], [10:Edge,0-1-8], [11:0-2-8,0-1-8], [12:0-5-12,0-2-8], [16:0-2-8,0-2-8], [19:0-3-4,0-2-8] 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-SH 0.57 0.73 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.44 0.09 (loc) 18-19 18-19 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,6-12,3-18: 2x4 SPF No.2, 1-21,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-5 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 6-12, 1-21, 2-20, 3-19 REACTIONS. (size)21=Mechanical, 10=Mechanical Max Horz 21=-206(LC 6) Max Grav 21=1533(LC 1), 10=1535(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1112/48, 2-3=-1052/99, 3-4=-1645/26, 4-6=-1643/25, 6-7=-1432/56, 7-8=-1815/31, 8-9=-2011/0, 1-21=-1483/0, 9-10=-1470/0 BOT CHORD 11-12=0/1595, 18-19=-82/973, 17-18=-6/1811, 16-17=-6/1811 WEBS 4-18=-435/111, 6-18=-301/43, 6-12=-701/120, 7-12=0/607, 8-12=-281/123, 1-19=0/1160, 9-11=0/1453, 6-16=0/359, 12-16=-17/1758, 3-18=-48/1092, 3-19=-599/141 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 10-8-15, Interior(1) 10-8-15 to 22-2-1, Exterior(2R) 22-2-1 to 30-7-15, Interior(1) 30-7-15 to 35-6-4, Exterior(2E) 35-6-4 to 38-6-4 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T13 Truss Type HIP Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739764 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8d8hsixqX49XUkOTwwHe4PLMI07fBddHydkvduzmqA5 Scale = 1:71.5 1 2 3 4 5 6 7 8 22 21 20 13 12 11 10 9 19 18 17 16 15 14 23 24 25 26 4x6 5x8 3x6 3x4 2x4 2x4 4x8 2x4 2x4 6x16 3x8 3x8 6x8 4x6 5x6 3x6 2x4 3x8 MT18HS 2x4 2x4 3x6 5x8 0-2-212-4-8 3-6-03-6-0 4-9-01-3-0 12-2-47-5-4 17-1-84-11-4 20-8-123-7-4 29-5-08-8-4 38-8-09-3-0 3-6-0 3-6-0 12-2-4 8-8-4 20-8-12 8-6-8 29-5-0 8-8-4 33-9-7 4-4-7 38-8-0 4-10-9 5-1-07-2-147-5-01-3-00-8-07-2-148.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-4-8,0-1-12], [7:0-3-0,0-1-8], [8:0-2-0,0-1-4], [9:Edge,0-2-0], [14:0-2-8,0-0-4], [17:0-3-4,0-2-0], [19:0-4-8,0-3-8] 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-SH 0.68 0.80 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.38 0.14 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 183 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4,4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-17,5-17,5-10: 2x4 SPF No.2, 1-22,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-6 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-21, 5-17, 5-10, 1-22, 7-9 REACTIONS. (size)9=Mechanical, 22=Mechanical Max Horz 22=-170(LC 6) Max Grav 9=1535(LC 1), 22=1535(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-950/62, 2-3=-2105/75, 3-5=-2102/74, 5-6=-1569/43, 6-7=-1924/38, 7-8=-292/27, 1-22=-1507/20, 8-9=-261/36 BOT CHORD 9-10=0/1515, 18-19=-89/787, 17-18=-88/786, 15-17=-62/2412, 14-15=-62/2412 WEBS 19-21=0/255, 2-19=-820/129, 2-17=-101/1643, 3-17=-567/147, 5-17=-394/32, 12-14=0/303, 5-14=0/456, 5-10=-1122/134, 6-10=0/650, 1-19=-3/1221, 7-9=-1789/4, 10-14=-74/2302 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, Exterior(2R) 3-1-12 to 7-8-15, Interior(1) 7-8-15 to 25-2-1, Exterior(2R) 25-2-1 to 33-10-12, Interior(1) 33-10-12 to 35-6-4, Exterior(2E) 35-6-4 to 38-6-4 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T14 Truss Type COMMON Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739765 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8d8hsixqX49XUkOTwwHe4PLSS0HoBpHHydkvduzmqA5 Scale = 1:46.3 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 3x8 3x4 3x4 4-5-124-5-12 8-11-84-5-12 -0-11-0 0-11-0 4-5-12 4-5-12 8-11-8 4-5-12 9-10-8 0-11-0 2-7-07-0-122-7-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [4:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.15 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-5-8, 6=0-5-8 Max Horz 8=159(LC 9) Max Grav 8=410(LC 1), 6=410(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/123, 3-4=-258/123, 2-8=-377/125, 4-6=-377/125 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 6-10-8, Exterior(2E) 6-10-8 to 9-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T15 Truss Type COMMON Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739766 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-cph432xTIOHO5uzfTdotcdudkQagwFvQBHTS9KzmqA4 Scale = 1:46.3 1 2 3 4 8 6 5 9 10 7 4x6 4x6 3x4 3x4 3x8 4x6 0-8-00-8-0 4-5-123-9-12 8-11-84-5-12 -0-11-0 0-11-0 4-5-12 4-5-12 8-11-8 4-5-12 2-7-07-0-122-7-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12] 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-SH 0.32 0.37 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 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* 2-8,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 7=0-3-8 Max Horz 7=152(LC 7) Max Uplift 5=-3(LC 10) Max Grav 5=308(LC 1), 7=449(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-348/105, 4-5=-255/83 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 5-9-12, Exterior(2E) 5-9-12 to 8-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T16 Truss Type COMMON Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739767 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-50FSHOy53hPFj2Yr1KJ69qRoLqxrfiHaQxD?imzmqA3 Scale = 1:46.3 1 2 3 7 5 4 8 9 6 4x6 4x6 4x6 3x4 3x4 3x8 0-8-00-8-0 4-5-123-9-12 8-11-84-5-12 4-5-12 4-5-12 8-11-8 4-5-12 2-7-07-0-122-7-012.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-3-0,0-1-12] 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-SH 0.26 0.31 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=0-3-0, 6=0-3-8 Max Horz 6=-140(LC 6) Max Grav 4=318(LC 1), 6=376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-284/75, 3-4=-267/71 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 5-9-12, Exterior(2E) 5-9-12 to 8-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T17 Truss Type HIP Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739768 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ZCpqUkzjq?X6LC72b2qLh2zzREB6O5SjfbyZEDzmqA2 Scale = 1:26.8 1 2 3 4 5 6 10 9 8 7 11 12 4x6 4x6 3x4 3x4 3x4 3x8 3x4 3x4 3x8 0-1-132-4-0 2-4-0 12-7-0 10-3-0 14-11-0 2-4-0 -0-11-0 0-11-0 2-4-0 2-4-0 7-5-8 5-1-8 12-7-0 5-1-8 14-11-0 2-4-0 1-5-03-7-33-9-01-5-03-7-312.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-3-0,0-1-8], [5:0-3-0,0-1-8], [6:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.69 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.43 0.01 (loc) 8-9 8-9 7 l/defl >829 >409 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 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* 2-10,6-7: 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=83(LC 7) Max Grav 10=651(LC 1), 7=583(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-561/24, 3-4=-370/33, 4-5=-378/30, 5-6=-556/14, 2-10=-714/9, 6-7=-645/0 BOT CHORD 8-9=-81/657 WEBS 3-9=0/266, 4-9=-351/107, 4-8=-345/109, 5-8=0/266, 2-9=0/458, 6-8=0/451 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-4-0, Exterior(2R) 2-4-0 to 6-6-15, Interior(1) 6-6-15 to 8-4-1, Exterior(2R) 8-4-1 to 12-7-0, Exterior(2E) 12-7-0 to 14-9-4 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T18 Truss Type ROOF SPECIAL Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739769 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-1ONCh4_LbJfzyMiE9lLaEFW7TdTg7TVttFi6mfzmqA1 Scale = 1:47.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 4x6 5x6 4x6 4x6 3x4 3x6 3x4 4x8 3x4 3x6 4x6 3x4 4x6 3x8 0-1-130-1-135-0-0 5-0-0 9-11-0 4-11-0 12-7-0 2-8-0 22-11-0 10-4-0 25-3-0 2-4-0 -0-11-0 0-11-0 5-0-0 5-0-0 9-11-0 4-11-0 12-7-0 2-8-0 17-9-0 5-2-0 22-11-0 5-2-0 25-3-0 2-4-0 26-2-0 0-11-0 1-5-06-3-33-7-36-5-01-5-06-3-312.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-4,0-1-8], [4:0-3-8,0-2-4], [5:0-4-8,0-2-0], [7:0-3-0,0-1-8], [11:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.86 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.54 0.04 (loc) 11-12 11-12 10 l/defl >999 >551 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 6-11 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-137(LC 8) Max Uplift 10=-31(LC 11) Max Grav 16=1062(LC 1), 10=1062(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1040/51, 3-4=-997/75, 4-5=-1477/75, 5-6=-1901/15, 6-7=-630/26, 7-8=-935/3, 2-16=-1020/49, 8-10=-1129/0 BOT CHORD 14-15=-28/663, 12-14=0/1899, 11-12=-43/1568 WEBS 3-14=-34/553, 4-14=0/773, 5-14=-1462/25, 6-12=0/431, 6-11=-1109/83, 7-11=0/465, 2-15=0/592, 8-11=0/766 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 9-11-0, Exterior(2E) 9-11-0 to 12-7-0, Interior(1) 12-7-0 to 19-11-0, Exterior(2R) 19-11-0 to 22-11-0, Exterior(2E) 22-11-0 to 26-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss T19 Truss Type COMMON Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739770 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VbxavQ_zMcnqaWHQiTtpnT3EY1yRs3y06vRgI5zmqA0 Scale = 1:50.4 1 2 3 6 5 4 7 8 9 10 5x6 4x6 5x6 3x4 3x4 3x8 6-7-86-7-8 13-3-06-7-8 6-7-8 6-7-8 13-3-0 6-7-8 1-5-48-0-121-5-412.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-4], [3:Edge,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-SH 0.52 0.31 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 4=0-3-8 Max Horz 6=148(LC 7) Max Grav 6=518(LC 1), 4=518(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-484/89, 2-3=-484/89, 1-6=-461/71, 3-4=-461/71 WEBS 2-5=0/254 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-7-8, Exterior(2R) 3-7-8 to 9-7-8, Interior(1) 9-7-8 to 10-1-4, Exterior(2E) 10-1-4 to 13-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739771 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-znVz6l?b7wvhCfsdGAO2JgbN2RBIbNTALZBDrXzmqA? Scale = 1:47.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 4x8 5x8 6x6 5x6 3x4 4x6 3x6 5x12 5x12 2x4 3x6 4x6 3x4 0-1-130-1-43-8-0 3-8-0 11-3-0 7-7-0 13-11-0 2-8-0 19-1-0 5-2-0 24-3-0 5-2-0 25-3-0 1-0-0 -0-11-0 0-11-0 3-8-0 3-8-0 11-3-0 7-7-0 13-11-0 2-8-0 19-1-0 5-2-0 24-3-0 5-2-0 25-3-0 1-0-0 26-2-0 0-11-0 1-5-04-11-32-3-125-1-01-5-04-11-312.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-12,0-1-8], [4:0-4-12,0-1-8], [5:0-3-0,Edge], [7:0-3-4,0-1-12], [11:0-6-0,0-2-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.72 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.30 0.03 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-13,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-12 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS. (size)15=0-3-8, 10=0-3-8 Max Horz 15=-111(LC 6) Max Uplift 10=-83(LC 9) Max Grav 15=1062(LC 1), 10=1058(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1025/9, 3-4=-1381/46, 4-5=-2014/25, 5-6=-2358/125, 6-7=-2358/125, 2-15=-1048/0 BOT CHORD 13-14=-41/692, 11-13=-63/3077, 10-11=-43/432 WEBS 3-13=-36/822, 4-13=0/1046, 5-13=-2106/151, 6-11=-375/132, 2-14=-9/707, 7-11=-70/2074, 7-10=-899/95, 5-11=-771/30 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 32 lb up at 15-5-4, 49 lb down and 32 lb up at 17-5-4, 49 lb down and 32 lb up at 19-5-4, 49 lb down and 32 lb up at 21-5-4, and 49 lb down and 33 lb up at 23-5-4, and 53 lb down and 49 lb up at 24-3-0 on top chord, and 12 lb down and 0 lb up at 15-5-4, 12 lb down and 0 lb up at 17-5-4, 12 lb down and 0 lb up at 19-5-4, 12 lb down and 0 lb up at 21-5-4, and 12 lb down and 0 lb up at 23-5-4, and 10 lb down and 12 lb up at 24-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739771 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:42 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-znVz6l?b7wvhCfsdGAO2JgbN2RBIbNTALZBDrXzmqA? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 8-9=-60, 10-15=-20 Concentrated Loads (lb) Vert: 11=0(F) 20=0(F) 21=0(F) 22=0(F) 23=0(F) 24=3(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 41_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 41 Estates at Towne Meadow Job Reference (optional) I44739772 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Rz3LK50EuE1YppQpquvHsu8Y1rZHKs_JZDwmN_zmqA_ Scale = 1:50.4 1 2 3 6 5 47891011 3x8 4x6 3x8 5x10 MT18HS 5x10 MT18HS8x8 6-7-86-7-8 13-3-06-7-8 6-7-8 6-7-8 13-3-0 6-7-8 1-5-48-0-121-5-412.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-0,0-1-8], [4:0-5-0,0-0-4], [5:0-4-0,0-4-12], [6:0-5-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.61 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.00 (loc) 4-5 4-5 4 l/defl >999 >964 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 154 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x6 SPF No.2 *Except* 2-5: 2x4 SPF No.2, 1-5,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 4=0-3-8 Max Horz 6=147(LC 5) Max Grav 6=5560(LC 1), 4=5205(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3617/0, 2-3=-3617/0, 1-6=-2964/0, 3-4=-2920/0 BOT CHORD 5-6=0/861, 4-5=0/1086 WEBS 2-5=0/4553, 1-5=0/1661, 3-5=0/1432 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss 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) 1396 lb down at 0-2-12, 1391 lb down at 2-4-12, 1391 lb down at 4-4-12, 1391 lb down at 6-4-12, 1391 lb down at 8-4-12, and 1391 lb down at 10-4-12, and 1393 lb down at 12-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 41 Estates at Towne Meadow Job Reference (optional) I44739772 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:44 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-vAdjXR1sfX9PRz??ObQWO5hjnFvW3JESotgKuQzmq9z LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 6=-1396(F) 5=-1391(F) 7=-1391(F) 8=-1391(F) 9=-1391(F) 10=-1391(F) 11=-1393(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 41_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 41 Estates at Towne Meadow Job Reference (optional) I44739773 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-OMA5ln2UQrHG37aCxJxlxJDxzeG2ogec1XPtQszmq9y Scale = 1:52.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917181920212223242526 4x8 5x10 MT18HS 5x10 MT18HS 10x10 8x8 5x10 MT18HS 5x10 MT18HS8x8 5x12 6x6 5x12 3x4 5x8 8x10 3x8 0-1-130-1-136-1-0 6-1-0 8-10-0 2-9-0 11-6-0 2-8-0 16-8-0 5-2-0 21-10-0 5-2-0 25-3-0 3-5-0 6-1-0 6-1-0 8-10-0 2-9-0 11-6-0 2-8-0 16-8-0 5-2-0 21-10-0 5-2-0 25-3-0 3-5-0 26-2-0 0-11-0 1-5-07-4-34-8-37-6-01-5-07-4-312.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-12], [2:0-3-0,0-1-12], [3:0-6-8,0-1-12], [5:0-3-4,0-2-4], [6:0-2-3,Edge], [7:0-3-8,0-2-0], [10:0-3-0,0-4-4], [11:0-4-8,0-1-8], [13:0-3-0,0-4-8], [14:0-3-12,0-1-8], [15:0-3-8,0-4-8] 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-SH 0.49 0.53 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.05 (loc) 11-13 11-13 9 l/defl >999 >914 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 496 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-3,6-8: 2x4 SPF No.2, 3-4: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-14,5-13,5-10: 2x4 SPF-S Stud, 1-16,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3, 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=-150(LC 4) Max Grav 16=10484(LC 1), 9=9456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9938/0, 2-3=-8417/0, 3-4=-11657/0, 4-5=-15209/0, 5-6=-7369/0, 6-7=-10087/0, 1-16=-8237/0, 7-9=-9744/0 BOT CHORD 15-16=0/1315, 14-15=0/7021, 13-14=0/15137, 11-13=0/14044, 10-11=0/14044 WEBS 2-15=0/3149, 2-14=0/4049, 3-14=0/7784, 4-14=-12569/0, 4-13=0/2156, 5-13=0/1558, 5-10=-8797/0, 6-10=0/6855, 1-15=0/5754, 7-10=0/7462, 5-11=0/4349 NOTES-(11-12) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1518 lb down at 1-2-4, 1517 lb down at 3-2-4, 1517 lb down at 5-2-4, 1517 lb down at 7-2-4, 1517 lb down at 9-2-4, 1517 lb down at 11-2-4, 1515 lb down at 13-2-4, 1521 lb down at 15-2-4, 1513 lb down at 17-2-4, and 1515 lb down at 19-2-4, and 2719 lb down and 945 lb up at 21-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 41 Estates at Towne Meadow Job Reference (optional) I44739773 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:45 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-OMA5ln2UQrHG37aCxJxlxJDxzeG2ogec1XPtQszmq9y 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, 4-6=-60, 6-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 12=-1515(B) 17=-1518(B) 18=-1517(B) 19=-1517(B) 20=-1517(B) 21=-1517(B) 22=-1517(B) 23=-1521(B) 24=-1513(B) 25=-1515(B) 26=-2719(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 41_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 41 Estates at Towne Meadow Job Reference (optional) I44739774 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-sYkTy726B9P7gH9OV0S_UWm5E2g?X7ElGB9RzJzmq9x Scale = 1:52.3 1 2 3 4 8 7 6 5910111213 12x18 MT18HS 5x8 12x18 MT18HS10x10 10x10 4-8-84-8-8 9-2-84-6-0 13-11-04-8-8 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-5-08-4-81-5-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-9], [5:0-1-12,0-0-0], [5:Edge,0-10-9], [6:0-5-0,0-6-0], [7:0-5-0,0-6-0], [8:0-1-12,0-0-0] 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-SH 0.52 0.22 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-8,3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-5-8, 5=0-3-8 Max Horz 8=-162(LC 4) Max Grav 8=5279(LC 1), 5=4600(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4889/0, 2-3=-4910/0, 1-8=-4232/0, 3-5=-4331/0 BOT CHORD 7-8=-100/567, 6-7=0/2416, 5-6=-194/480 WEBS 2-6=-328/3333, 2-7=0/3301, 1-7=0/2976, 3-6=0/3083 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1515 lb down at 1-10-4, 1524 lb down at 3-10-4, 1515 lb down at 5-10-4, and 1515 lb down at 7-10-4, and 2656 lb down and 824 lb up at 9-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 41 Estates at Towne Meadow Job Reference (optional) I44739774 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:47 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-KlIs9T3kySX_IRka3jzD0kJG_S0EGaTvUru_Vlzmq9w LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 9=-1515(F) 10=-1524(F) 11=-1515(F) 12=-1515(F) 13=-2656(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 41_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739775 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-oxsENp4MimfqwaJmdRVSZxrOVsIr?0Z2jVeX1Bzmq9v Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 11 24 23 19 16 15 14 13 12 22 21 20 18 17 25 26 27 28 29 30 31 32 33 34353637383940 5x8 3x6 3x6 8x8 2x4 8x10 4x8 5x8 4x6 3x6 2x4 8x16 6x8 5x8 5x12 4x8 7x16 MT18HS 3x8 5x8 4x8 8x8 2x4 4x6 0-1-10-6-0 0-6-0 4-9-0 4-3-0 6-11-14 2-2-14 13-4-7 6-4-10 17-1-8 3-9-1 19-9-1 2-7-9 26-1-10 6-4-10 32-5-0 6-3-6 38-8-0 6-3-0 0-6-0 0-6-0 4-9-0 4-3-0 6-11-14 2-2-14 13-4-7 6-4-10 17-1-8 3-9-1 19-9-1 2-7-9 26-1-10 6-4-10 32-5-0 6-3-6 35-4-7 2-11-7 38-8-0 3-3-9 5-3-155-4-111-1-21-3-00-8-05-3-158.00 12 Plate Offsets (X,Y)-- [1:0-4-4,0-1-8], [3:0-4-0,0-1-8], [5:0-2-4,0-1-8], [8:0-4-0,0-2-8], [9:0-4-0,0-1-9], [10:0-3-0,0-1-8], [12:Edge,0-4-4], [13:0-3-0,0-2-0], [14:0-3-8,0-2-0], [17:0-5-0,0-2-8], [18:0-1-12,0-0-0], [19:0-1-12,0-0-0], [21:0-3-8,0-2-4], [22:0-3-4,0-4-0], [24:0-3-8,0-4-8] 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-SH 0.73 0.46 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 -0.66 0.18 (loc) 14-16 14-16 12 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 228 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-9,4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 12-15,17-22: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-22: 2x4 SPF No.2, 1-24: 2x6 SPF No.2, 14-17: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-9 max.): 1-9. BOT CHORD Rigid ceiling directly applied or 6-7-15 oc bracing. WEBS 1 Row at midpt 8-17, 10-12, 7-20, 3-22 2 Rows at 1/3 pts 5-21, 8-13 REACTIONS. (size)24=Mechanical, 12=Mechanical Max Horz 24=-134(LC 6) Max Uplift 24=-1116(LC 4), 12=-979(LC 4) Max Grav 24=2739(LC 1), 12=2670(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2532/1043, 2-3=-2534/1045, 3-5=-3584/1458, 5-7=-5541/2217, 7-8=-6185/2461, 8-9=-2807/1125, 9-10=-3433/1353, 10-11=-444/185, 1-24=-2504/982, 11-12=-339/123 BOT CHORD 13-14=-1843/4696, 12-13=-913/2496, 21-22=-1478/3584, 20-21=-2237/5541, 18-20=-2479/6216, 17-18=-2480/6219 WEBS 1-22=-1370/3440, 3-21=-735/1723, 5-21=-2358/956, 16-17=-200/395, 7-17=-202/291, 8-17=-748/1800, 8-14=-213/266, 8-13=-2416/989, 9-13=-681/1590, 10-13=-288/587, 10-12=-3059/1126, 22-23=-159/272, 7-20=-813/331, 3-22=-2269/917, 5-20=-427/915, 14-17=-1784/4548 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) 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 1116 lb uplift at joint 24 and 979 lb uplift at joint 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739775 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:48 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-oxsENp4MimfqwaJmdRVSZxrOVsIr?0Z2jVeX1Bzmq9v NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 110 lb up at 0-10-4, 133 lb down and 114 lb up at 2-10-4, 133 lb down and 114 lb up at 4-9-0, 133 lb down and 114 lb up at 6-10-4, 133 lb down and 114 lb up at 8-10-4, 133 lb down and 114 lb up at 10-10-4, 133 lb down and 114 lb up at 12-10-4, 133 lb down and 114 lb up at 14-10-4, 133 lb down and 114 lb up at 16-10-4, 133 lb down and 114 lb up at 18-10-4, 133 lb down and 114 lb up at 20-10-4, 133 lb down and 114 lb up at 22-10-4, 133 lb down and 114 lb up at 24-10-4, 133 lb down and 114 lb up at 26-10-4, 133 lb down and 114 lb up at 28-10-4, 133 lb down and 114 lb up at 30-10-4, 133 lb down and 114 lb up at 32-10-4, and 133 lb down and 114 lb up at 34-10-4, and 133 lb down and 114 lb up at 36-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-9=-60, 9-11=-60, 23-24=-20, 12-19=-20, 18-22=-20 Concentrated Loads (lb) Vert: 23=-123 21=-123 13=-123 15=-123 25=-127 26=-123 27=-123 28=-123 29=-123 30=-123 31=-123 32=-123 33=-123 34=-123 35=-123 36=-123 37=-123 38=-123 39=-123 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 41_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739776 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kJ__oV5dENwY9uT9ksXweMxhVf?sTyvLAp7e64zmq9t Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 122021222324252627282930 6x10 3x8 5x10 MT18HS5x8 4x8 4x8 2x4 2x4 5x8 4x10 4x6 4x8 10x16 MT18HS 10x16 MT18HS5x8 0-1-16-6-0 6-6-0 14-2-15 7-8-15 21-10-9 7-7-11 29-5-0 7-6-7 35-11-0 6-6-0 -0-11-0 0-11-0 3-4-8 3-4-8 6-6-0 3-1-8 14-2-15 7-8-15 21-10-9 7-7-11 29-5-0 7-6-7 32-6-8 3-1-8 35-11-0 3-4-8 36-10-0 0-11-0 1-1-05-3-155-5-01-1-05-3-158.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-1-12,0-1-3], [3:0-2-4,0-2-0], [4:0-6-0,0-1-8], [5:0-3-0,0-1-8], [8:0-4-0,0-1-9], [9:0-2-4,0-2-0], [10:0-1-12,0-1-3], [12:Edge,0-2-12], [15:0-1-12,0-2-0], [18:0-1-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.42 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.42 0.09 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF 2100F 1.8E, 7-8: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-18,5-15,8-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-7 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. WEBS 1 Row at midpt 5-18, 5-15, 8-15, 3-19, 9-12 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=-108(LC 6) Max Uplift 19=-640(LC 5), 12=-641(LC 4) Max Grav 19=2537(LC 1), 12=2539(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-616/180, 3-4=-3288/994, 4-5=-2694/832, 5-6=-4461/1409, 6-8=-4462/1410, 8-9=-3293/996, 9-10=-610/178, 2-19=-519/137, 10-12=-513/136 BOT CHORD 18-19=-763/2448, 16-18=-1432/4495, 15-16=-1432/4495, 13-15=-780/2727, 12-13=-667/2453 WEBS 3-18=-201/473, 4-18=-471/1456, 5-18=-2168/756, 5-16=-259/761, 6-15=-494/133, 8-15=-740/2118, 8-13=-156/407, 9-13=-200/467, 3-19=-2727/771, 9-12=-2739/775 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; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift at joint 19 and 641 lb uplift at joint 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 52 lb up at 2-0-12, 123 lb down and 60 lb up at 4-0-12, 149 lb down and 95 lb up at 6-0-12, 149 lb down and 95 lb up at 8-0-12, 149 lb down and 95 lb up at 10-0-12, 149 lb down and 95 lb up at 12-0-12, 149 lb down and 95 lb up at 14-0-12, 149 lb down and 95 lb up at 16-0-12, 149 lb down and 95 lb up at 17-11-8, 149 lb down and 95 lb up at 19-10-4, 149 lb down and 95 lb up at 21-10-4, 149 lb down and 95 lb up at 23-10-4, 149 lb down and 95 lb up at 25-10-4, 149 lb down and 95 lb up at 27-10-4, 149 lb down and 95 lb up at 29-10-4, and 123 lb down and 60 lb up at 31-10-4, and 124 lb down and 52 lb up at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739776 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:50 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kJ__oV5dENwY9uT9ksXweMxhVf?sTyvLAp7e64zmq9t 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-8=-60, 8-10=-60, 10-11=-60, 12-19=-20 Concentrated Loads (lb) Vert: 17=-123 18=-123 16=-123 15=-123 13=-123 14=-123 20=-124 21=-123 22=-123 23=-123 24=-123 25=-123 26=-123 27=-123 28=-123 29=-123 30=-124 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 41_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739777 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CWYM?q6F?h2Pn22LIZ29AaTvb3KSCNKUPTsBeWzmq9s Scale = 1:28.2 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 5x12 5x12 12x20 2x4 3x4 3x4 4x6 4x6 0-1-41-0-0 1-0-0 7-6-12 6-6-12 13-11-0 6-4-4 14-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-6-12 6-6-12 13-11-0 6-4-4 14-11-0 1-0-0 15-10-0 0-11-0 1-5-02-3-122-5-01-5-02-3-1212.00 12 Plate Offsets (X,Y)-- [3:0-9-8,0-2-4], [5:0-9-8,0-2-4], [8:Edge,0-2-0], [10:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.46 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.01 (loc) 9-10 9-10 8 l/defl >999 >872 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 8=0-3-8 Max Horz 10=-63(LC 6) Max Uplift 10=-110(LC 5), 8=-110(LC 4) Max Grav 10=1007(LC 21), 8=1009(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2143/261, 4-5=-2143/261 BOT CHORD 9-10=-88/433, 8-9=-67/427 WEBS 3-9=-208/1788, 4-9=-435/121, 5-9=-210/1799, 3-10=-688/128, 5-8=-694/124 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 10 and 110 lb uplift at joint 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 49 lb up at 1-0-0, and 45 lb down and 49 lb up at 13-11-0 on top chord, and 10 lb down and 12 lb up at 1-0-0, 53 lb down and 26 lb up at 1-8-12, 123 lb down and 33 lb up at 3-5-8, 123 lb down and 33 lb up at 5-5-8, 123 lb down and 33 lb up at 7-5-8, 123 lb down and 33 lb up at 9-5-8, 123 lb down and 33 lb up at 11-5-8, and 53 lb down and 26 lb up at 13-2-4, and 10 lb down and 12 lb up at 13-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739777 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:51 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CWYM?q6F?h2Pn22LIZ29AaTvb3KSCNKUPTsBeWzmq9s LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-10=-20 Concentrated Loads (lb) Vert: 9=-123 11=3(F) 12=-53 13=-123 14=-123 15=-123 16=-123 17=-53 18=3(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 41_ESTATES_AT_TOWNE_~W Truss V01 Truss Type VALLEY Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739778 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gi6lDA7tm?AGOCcYsHZOjn07ZThzx0iee7clAyzmq9r Scale = 1:39.1 1 2 3 5 4 6 3x4 3x4 3x4 2x4 4x6 0-0-40-0-4 8-9-88-9-4 5-10-0 5-10-0 8-9-8 2-11-8 0-0-45-10-02-10-812.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.44 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-9-4, 4=8-9-4, 5=8-9-4 Max Horz 1=125(LC 7) Max Uplift 1=-6(LC 11), 4=-44(LC 11), 5=-6(LC 7) Max Grav 1=225(LC 18), 4=121(LC 18), 5=396(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-282/75 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 5-10-0, Exterior(2E) 5-10-0 to 8-8-4 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) 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 6 lb uplift at joint 1, 44 lb uplift at joint 4 and 6 lb uplift at joint 5. 5) Non Standard bearing condition. Review required. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V02 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739779 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-9uf7QW8VXII70MBkP_4dG?ZHst3DgUYntnLIiPzmq9q Scale = 1:30.4 1 2 3 5 4 6 3x4 3x4 3x4 3x4 2x4 7-5-87-5-8 4-6-0 4-6-0 7-5-8 2-11-8 0-0-44-6-01-6-812.00 12 Plate Offsets (X,Y)-- [1:0-3-3,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-P 0.63 0.25 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-5-4, 4=7-5-4, 5=7-5-4 Max Horz 1=89(LC 7) Max Uplift 1=-27(LC 11), 4=-46(LC 11) Max Grav 1=172(LC 18), 4=119(LC 18), 5=325(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 4-6-0, Exterior(2E) 4-6-0 to 7-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 27 lb uplift at joint 1 and 46 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V03 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739780 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-9uf7QW8VXII70MBkP_4dG?ZMJt4xgVjntnLIiPzmq9q Scale = 1:22.1 1 2 3 43x4 3x4 3x4 2x4 0-0-40-0-4 6-1-86-1-4 3-2-0 3-2-0 6-1-8 2-11-8 0-0-43-2-00-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:0-0-15,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 0.28 0.14 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-3-7, 3=6-3-7, 4=6-3-7 Max Horz 1=-52(LC 6) Max Uplift 1=-15(LC 11), 3=-15(LC 11) Max Grav 1=139(LC 1), 3=139(LC 1), 4=188(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 15 lb uplift at joint 1 and 15 lb uplift at joint 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V04 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739781 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-d5DVes97IcQ_eVmwzhcsoC5a3HPBPyQx5R5sFrzmq9p Scale: 1"=1' 1 2 3 3x4 3x4 3x4 0-0-40-0-4 3-7-153-7-11 1-10-0 1-10-0 3-7-15 1-10-0 0-0-41-10-00-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [3:0-0-15,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 0.09 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-7, 3=3-7-7 Max Horz 1=28(LC 7) Max Grav 1=126(LC 1), 3=126(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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V05 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739782 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-5HntrC9l3wYrFfL7XP75LQehbgmr8P44K5qPnHzmq9o Scale: 1/2"=1' 1 2 3 43x4 3x4 3x4 2x4 0-0-40-0-4 7-0-77-0-3 3-6-4 3-6-4 7-0-7 3-6-4 0-0-43-6-40-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:0-0-15,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 0.36 0.18 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-11-15, 3=6-11-15, 4=6-11-15 Max Horz 1=-58(LC 8) Max Uplift 1=-17(LC 11), 3=-17(LC 11) Max Grav 1=156(LC 1), 3=156(LC 1), 4=210(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 17 lb uplift at joint 1 and 17 lb uplift at joint 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V06 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739783 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-5HntrC9l3wYrFfL7XP75LQelEgkh8Pg4K5qPnHzmq9o Scale = 1:13.7 1 2 3 3x4 3x4 3x4 0-0-40-0-4 4-4-74-4-3 2-2-4 2-2-4 4-4-7 2-2-4 0-0-42-2-40-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-3-15, 3=4-3-15 Max Horz 1=35(LC 7) Max Grav 1=155(LC 1), 3=155(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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V07 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739784 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ZTLF2YANqDgitpwJ56eKtdAxe48RtswDZlayJkzmq9n Scale = 1:7.0 1 2 3 3x4 3x4 3x4 0-0-40-0-4 1-8-71-8-3 0-10-4 0-10-4 1-8-7 0-10-4 0-0-40-10-40-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [3:0-0-15,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 0.02 0.03 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: 3 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 1-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-7-15, 3=1-7-15 Max Horz 1=11(LC 7) Max Grav 1=48(LC 1), 3=48(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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V08 Truss Type VALLEY Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739785 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-1gveGuB0bXoZVzVVeq9ZQrj1wUTtcHBNnPJWsAzmq9m Scale = 1:41.0 1 2 3 4 5 9 8 7 6 10 3x4 4x6 3x4 3x4 2x4 4x6 2x4 2x4 2x4 0-1-130-0-4 0-0-4 8-11-8 8-11-4 12-1-0 3-1-8 6-5-0 6-5-0 8-11-8 2-6-8 12-1-0 3-1-8 0-0-43-8-116-5-03-8-1112.00 12 Plate Offsets (X,Y)-- [4:0-1-13,Edge], [5:Edge,0-2-8], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.08 0.19 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: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-0-12. (lb) - Max Horz 1=141(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8, 7 except 9=-125(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7 except 8=286(LC 17), 9=323(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-253/202 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) 0-3-14 to 3-3-14, Exterior(2R) 3-3-14 to 6-5-0, Exterior(2E) 6-5-0 to 11-11-12 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 8, 7 except (jt=lb) 9=125. 6) Non Standard bearing condition. Review required. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V09 Truss Type VALLEY Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739786 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VsT0TECeMrwQ774hCXgoz2GAVunNLloW0333Oczmq9l Scale = 1:32.5 1 2 3 4 7 6 5 8 3x6 4x6 3x4 3x4 2x4 4x6 2x4 0-1-130-0-4 0-0-4 6-3-8 6-3-4 10-9-0 4-5-8 5-1-0 5-1-0 6-3-8 1-2-8 10-9-0 4-5-8 0-0-43-8-115-1-03-8-1112.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-4], [3:0-3-0,Edge], [4:Edge,0-2-8], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.25 0.10 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: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-8-12. (lb) - Max Horz 1=117(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=361(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) 0-3-14 to 3-3-14, Exterior(2R) 3-3-14 to 5-1-0, Exterior(2E) 5-1-0 to 6-3-8, Interior(1) 6-3-8 to 7-7-12, Exterior(2E) 7-7-12 to 10-7-12 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 6. 6) Non Standard bearing condition. Review required. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V10 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739787 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VsT0TECeMrwQ774hCXgoz2G57ukCLl2W0333Oczmq9l Scale = 1:23.2 1 2 3 5 4 6 7 3x4 5x6 3x4 3x4 2x4 0-1-130-0-4 0-0-4 3-10-8 3-10-4 9-5-0 5-6-8 3-10-8 3-10-8 9-5-0 5-6-8 0-0-43-8-113-10-83-8-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-2-0], [3:Edge,0-2-8], [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-SH 0.72 0.39 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 2-3: 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-4-12, 4=9-4-12, 5=9-4-12 Max Horz 1=96(LC 7) Max Uplift 4=-15(LC 6), 5=-41(LC 7) Max Grav 1=131(LC 18), 4=212(LC 24), 5=394(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-277/128 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) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 6-3-12, Exterior(2E) 6-3-12 to 9-3-12 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) 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) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V11 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739788 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:47:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-z21OhZCG782HkHfumFB1VGoI5I6Z4CQgFiodw2zmq9k Scale = 1:23.2 1 2 3 5 4 6 7 3x4 3x4 3x4 3x4 2x4 0-1-130-0-4 0-0-4 3-10-8 3-10-4 8-1-0 4-2-8 3-10-8 3-10-8 8-1-0 4-2-8 0-0-43-8-113-10-83-8-1112.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-2-0,0-0-12], [3:Edge,0-2-8], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.26 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=8-0-12, 4=8-0-12, 5=8-0-12 Max Horz 1=95(LC 7) Max Uplift 4=-13(LC 6), 5=-31(LC 7) Max Grav 1=136(LC 18), 4=156(LC 1), 5=336(LC 1) 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) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 4-11-12, Exterior(2E) 4-11-12 to 7-11-12 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) 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) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V12 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739789 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:48:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-RFamuvDuuSA7MQE4KyiG2TLWyhT5pftpUMYASVzmq9j Scale = 1:23.2 1 2 3 5 4 6 3x4 3x4 3x4 3x4 2x4 0-1-130-0-4 0-0-4 3-10-8 3-10-4 6-9-0 2-10-8 3-10-8 3-10-8 6-9-0 2-10-8 0-0-43-8-113-10-83-8-1112.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-2-0,0-0-12], [3:Edge,0-2-8], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.17 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=6-8-12, 4=6-8-12, 5=6-8-12 Max Horz 1=95(LC 7) Max Uplift 4=-11(LC 6), 5=-30(LC 7) Max Grav 1=140(LC 18), 4=103(LC 1), 5=278(LC 1) 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) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 3-10-8, Exterior(2E) 3-10-8 to 6-7-12 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) Provide adequate drainage to prevent water ponding. 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) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V13 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739790 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:48:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-RFamuvDuuSA7MQE4KyiG2TLWyhTApg5pUMYASVzmq9j Scale = 1:23.7 1 2 3 5 4 6 3x4 3x4 3x4 3x4 2x4 0-1-130-0-4 0-0-4 3-10-8 3-10-4 5-5-0 1-6-8 3-10-8 3-10-8 5-5-0 1-6-8 0-0-43-8-113-10-83-8-1112.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-2-0,0-0-12], [3:Edge,0-2-8], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.17 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=5-4-12, 4=5-4-12, 5=5-4-12 Max Horz 1=95(LC 7) Max Uplift 4=-12(LC 6), 5=-24(LC 7) Max Grav 1=141(LC 18), 4=43(LC 1), 5=229(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) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 3-10-8, Exterior(2E) 3-10-8 to 5-3-12 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) 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) 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V14 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739791 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:48:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-wR886FEWfmI__aoGtgEVahuin5pUY7Zzi0Hj?xzmq9i Scale = 1:20.9 1 2 3 5 4 6 3x4 3x4 3x4 3x4 2x4 4-1-04-1-0 3-7-0 3-7-0 4-1-0 0-6-0 0-0-43-7-03-1-012.00 12 Plate Offsets (X,Y)-- [1:0-3-3,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-P 0.38 0.16 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-12, 4=4-0-12, 5=4-0-12 Max Horz 1=87(LC 7) Max Uplift 4=-113(LC 3) Max Grav 1=133(LC 18), 5=252(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 3-7-0, Exterior(2E) 3-7-0 to 3-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=113. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V15 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739792 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:48:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-OdiXJbF8P3QrbkNTRNlk7uQxzVA_HaP6xg1HXNzmq9h Scale = 1:14.2 1 2 3 4 3x4 3x4 3x4 3x4 2-9-02-9-0 2-3-0 2-3-0 2-9-0 0-6-0 0-0-42-3-01-9-012.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [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 0.09 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-8-12, 4=2-8-12 Max Horz 1=51(LC 7) Max Uplift 4=-12(LC 10) Max Grav 1=96(LC 1), 4=99(LC 17) 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) 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V16 Truss Type Valley Qty 1 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739793 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:48:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-OdiXJbF8P3QrbkNTRNlk7uQy4VBtHaP6xg1HXNzmq9h Scale = 1:7.4 1 2 3 3x4 3x4 3x4 1-4-121-4-12 1-5-00-0-4 0-11-0 0-11-0 1-5-0 0-6-0 0-0-40-11-00-1-712.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [3:0-0-0,0-0-12] 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 0.02 0.02 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: 3 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 1-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-4-8, 3=1-4-8 Max Horz 1=-12(LC 6) Max Grav 1=47(LC 1), 3=47(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Non Standard bearing condition. Review required. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V17 Truss Type Valley Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739794 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:48:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-sqGvWxFmANYiDuyf?4Gzg6z1LvRe006FAKmq3qzmq9g Scale = 1:32.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 6 8 7 9 11 13 10 14 12 5x8 3x4 3x4 5x8 3x4 3x4 2x4 2x4 4-0-02-0-0 2-11-02-11-0 1-5-8 1-5-8 2-11-0 1-5-8 5-10-8Plate Offsets (X,Y)-- [3:Edge,0-2-8], [4:0-0-0,0-1-4], [4:Edge,0-2-8], [5:0-0-0,0-1-4], [6:0-1-4,0-0-0], [7:0-1-4,0-0-0], [8:0-0-0,0-1-4], [8:0-2-0,0-0-4], [9:0-0-0,0-1-4], [9:0-2-0 ,0-0-4], [10:0-1-4,0-0-0], [11:0-0-0,0-1-4], [12:0-1-4,0-0-0], [13:0-0-0,0-1-4] 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-SH 0.43 0.44 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 3, 10, 11, 12, 13 REACTIONS. (size)5=2-11-0, 4=2-11-0 Max Horz 5=-148(LC 6) Max Uplift 5=-160(LC 6), 4=-160(LC 7) Max Grav 5=191(LC 18), 4=191(LC 17) 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) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 5=160, 4=160. 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.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V18 Truss Type VALLEY Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739795 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:48:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-K0qHkHGPxhgZr2XrZonCCJWBGJo4lQvPP_WNbGzmq9f Scale = 1:32.9 1 2 3 4 5 6 7 10 9 8 4x6 3x6 3x4 3x4 3x6 4x6 2x4 2x4 1-5-81-5-8 2-11-01-5-8 -1-0-0 1-0-0 1-0-0 1-0-0 1-5-8 0-5-8 1-11-0 0-5-8 2-11-0 1-0-0 3-11-0 1-0-0 4-10-85-8-115-10-84-10-85-8-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-2-2,0-1-8], [5:0-2-2,0-1-8], [6:0-3-0,0-1-4], [8:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.36 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 7 6-7 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=2-11-0, 8=2-11-0, 9=2-11-0 Max Horz 10=-156(LC 8) Max Uplift 10=-135(LC 6), 8=-134(LC 7) Max Grav 10=225(LC 18), 8=225(LC 17), 9=91(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-153/294, 2-3=-87/265, 5-6=-87/265, 6-8=-153/294 WEBS 4-9=-358/53 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 3-11-0 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) 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) except (jt=lb) 10=135, 8=134. 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.). THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V19 Truss Type VALLEY Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739796 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:48:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-oCOfxdH1i_pQSC626VIRlX2P8i9JUvJYdeFx8izmq9e Scale = 1:28.4 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 3x4 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 3-6-85-0-03-6-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,0-0-0], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.23 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=131(LC 9) Max Uplift 8=-93(LC 6), 6=-93(LC 7) Max Grav 8=181(LC 18), 6=181(LC 17), 7=99(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-131/274, 4-6=-131/274 WEBS 3-7=-327/26 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) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V20 Truss Type VALLEY Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739797 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:48:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GOy19zIfTIxH4MhEgDpgHkbcm6XUDNDisI?Ug8zmq9d Scale = 1:21.5 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 3x4 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 2-2-83-8-02-2-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.11 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=96(LC 9) Max Uplift 8=-50(LC 10), 6=-50(LC 11) Max Grav 8=135(LC 18), 6=134(LC 17), 7=105(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-253/0 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) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OFTRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS. February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V21 Truss Type VALLEY Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739798 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:48:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GOy19zIfTIxH4MhEgDpgHkbcm6XgDOOisI?Ug8zmq9d Scale = 1:14.6 1 2 3 4 5 7 6 3x4 3x4 3x4 3x4 3x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 0-10-82-4-00-10-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-0-0,0-0-1], [4:0-2-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=2-11-0, 6=2-11-0 Max Horz 7=62(LC 9) Max Uplift 7=-9(LC 10), 6=-9(LC 11) Max Grav 7=170(LC 1), 6=170(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) 7, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 41_ESTATES_AT_TOWNE_~W Truss V22 Truss Type Valley Qty 2 Ply 1 41 Estates at Towne Meadow Job Reference (optional) I44739799 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 9 15:48:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kbWPMJJHEc38iVGQEwKvqy8pmWunyrer5yk2Cbzmq9c Scale = 1:7.8 1 2 3 3x4 3x4 3x4 0-0-40-0-4 1-11-151-11-11 1-0-0 1-0-0 1-11-15 1-0-0 0-0-41-0-00-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [3:0-0-15,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 0.02 0.04 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: 3 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 1-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-7, 3=1-11-7 Max Horz 1=-13(LC 6) Max Grav 1=60(LC 1), 3=60(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.). February 10,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths