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Home My WebLink AboutI44889840.16_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 19,2021 Liu, Xuegang Pages or sheets covered by this seal: I44889840 thru I44889918 My license renewal date for the state of Indiana is July 31, 2022. 16_Estates_at_Towne_Meadow 16 Estates at Towne Meadow IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889840 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-LZFOfyJewp6vqD7?bp3LKoSCENKNznWdd6IE62zjYV4 Scale = 1:42.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-010-11-0 -0-11-0 0-11-0 5-5-8 5-5-8 10-11-0 5-5-8 11-10-0 0-11-0 1-5-06-10-81-5-012.00 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 0.06 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 149 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 10-11-0. (lb) - Max Horz 20=146(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-94/257, 5-6=-117/297, 6-7=-117/297, 7-8=-94/257 WEBS 6-16=-348/94 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 2-5-8, Corner(3R) 2-5-8 to 8-5-8, Exterior(2N) 8-5-8 to 8-10-0, Corner(3E) 8-10-0 to 11-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889841 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-HyN84eKuSQMd4XHOjE5pPDXSIArIQgKw4QnLBxzjYV2 Scale = 1:78.5 Sheet BackLeft Option 7-7-0 1 Ply 7/16OSB8 12 3 4 5 6 7 8 18 17 16 15 14 13 1211 10 9 1920 35 36 37 38 4x6 4x6 3x8 3x4 3x6 3x4 3x6 4x6 3x4 2x4 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-7-0 7-7-07-7-0 9-11-82-4-8 19-11-09-11-8 -0-11-0 0-11-0 2-8-11 2-8-11 9-11-8 7-2-13 14-5-8 4-6-0 17-2-5 2-8-13 19-11-0 2-8-11 20-10-0 0-11-0 1-5-011-4-81-5-012.00 12 Plate Offsets (X,Y)-- [9:Edge,0-2-0], [11:0-3-0,0-1-4], [11:0-0-0,0-1-12], [12:0-1-12,0-0-0], [23:0-1-6,0-1-0], [25:0-1-6,0-1-0], [27:0-1-6,0-1-0] 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-SH 0.57 0.67 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.46 0.01 (loc) 9-10 9-10 9 l/defl >650 >320 n/a L/d 240 180 n/a PLATES MT20 Weight: 297 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-10: 2x4 SPF No.2, 2-18,7-9: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 JOINTS 1 Brace at Jt(s): 19 REACTIONS.All bearings 9-3-8 except (jt=length) 9=0-3-8. (lb) - Max Horz 18=226(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 18 except 12=-366(LC 3) Max Grav All reactions 250 lb or less at joint(s) 12, 14, 15, 16, 17 except 18=695(LC 1), 9=789(LC 1), 13=340(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-582/48, 4-5=-498/90, 5-6=-628/53, 7-9=-255/64 BOT CHORD 17-18=-128/535, 16-17=-128/535, 15-16=-128/535, 14-15=-128/535, 13-14=-128/535, 12-13=-128/535, 10-12=-133/607, 9-10=0/391 WEBS 10-19=0/417, 4-19=0/410, 3-18=-812/84, 6-9=-540/35 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 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 18 except (jt=lb) 12=366. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889842 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-l8xXH_LWDjUUhhsaHxc2yR4iBaL29Do4J4XujNzjYV1 Scale = 1:16.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x4 3x6 3x4 3x4 -0-11-0 0-11-0 1-3-8 1-3-8 1-5-02-8-812.00 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-R 0.24 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *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=88(LC 9) Max Uplift 5=-24(LC 6), 4=-71(LC 9) Max Grav 5=162(LC 18), 4=56(LC 6) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889843 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ELVvVKM8_1cLJrRnqf7HUedsB_feufVDYkGRFpzjYV0 Scale = 1:37.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 4x6 3x4 3x4 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-2-44-2-4 8-4-84-2-4 -0-11-0 0-11-0 4-2-4 4-2-4 8-4-8 4-2-4 9-3-8 0-11-0 1-5-05-7-41-5-012.00 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 0.28 0.17 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.00 (loc) 14-15 13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-13: 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)16=0-3-8, 10=0-3-8 Max Horz 16=-123(LC 8) Max Grav 16=387(LC 1), 10=387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/60, 7-8=-263/60, 2-16=-312/106, 8-10=-312/106 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, Exterior(2R) 2-1-0 to 6-3-8, Exterior(2E) 6-3-8 to 9-3-8 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) This truss 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss GE05 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889844 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-iX2HigNnlLkCx?0zOMeW1s91xO?2d7vMnO0?oGzjYV? Scale = 1:12.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 10 2x4 3x6 2x4 2x4 2x4 2x4 2x4 4-4-84-4-8 -0-11-0 0-11-0 4-4-8 4-4-8 0-8-61-11-40-3-83.40 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-10] 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 0.22 0.16 0.02 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: 25 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 4-4-8 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=39(LC 6) Max Uplift 5=-30(LC 6), 4=-15(LC 10) Max Grav 5=237(LC 1), 4=157(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -0-11-0 to 3-3-15, Exterior(2R) 3-3-15 to 4-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss GE06 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889845 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Ajcfv0OPWes3Y8b9y49lZ3iDknMYMRKW?2lYKizjYV_ 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss GE07 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889846 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-66kPKhPf2G6noSkY3VCDfUnRUbsGqHNpTMEfNbzjYUy Scale = 1:84.9 Sheet Back Left Option 6-9-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 13 12 11 2221 37 38 14 4x6 3x6 3x6 3x8 3x4 3x4 3x4 3x6 5x6 3x6 2x4 2x4 3x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-9-8 6-9-86-9-8 8-6-01-8-8 10-11-122-5-12 21-11-810-11-12 -0-11-0 0-11-0 4-8-12 4-8-12 10-11-12 6-3-0 15-1-0 4-1-4 17-2-12 2-1-12 21-11-8 4-8-12 22-10-8 0-11-0 1-5-012-4-121-5-012.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [11:Edge,0-2-4], [15:0-1-0,0-1-8], [27:0-1-10,0-0-0], [29:0-1-10,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.83 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.67 0.02 (loc) 11-13 11-13 11 l/defl >485 >240 n/a L/d 240 180 n/a PLATES MT20 Weight: 318 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: 2x4 SPF No.2, 2-20,9-11: 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. WEBS 1 Row at midpt 8-13 JOINTS 1 Brace at Jt(s): 21, 22 REACTIONS.All bearings 8-6-0 except (jt=length) 11=0-3-8, 14=0-3-8. (lb) - Max Horz 20=-245(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 15, 16 except 14=-157(LC 3) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19 except 20=787(LC 1), 11=887(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-621/76, 5-6=-555/110, 6-8=-658/76, 8-9=-348/105, 9-11=-383/108 BOT CHORD 19-20=-88/564, 18-19=-88/564, 17-18=-88/564, 16-17=-88/564, 15-16=-88/564, 14-15=-78/625, 13-14=-78/625, 11-13=0/484 WEBS 13-22=-30/489, 5-22=-30/486, 3-20=-681/0, 8-11=-529/10 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 7-11-12, Exterior(2R) 7-11-12 to 13-11-12, Interior(1) 13-11-12 to 19-10-8, Exterior(2E) 19-10-8 to 22-10-8 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) 20, 15, 16 except (jt=lb) 14=157. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss GE08 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889847 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-aIIoY1QHpZEePcJkdCjSBiKk6?NHZsIyh0_Cw1zjYUx Scale = 1:45.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-0-010-0-0 -0-11-0 0-11-0 5-0-0 5-0-0 10-0-0 5-0-0 10-11-0 0-11-0 1-8-146-8-141-8-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [10:0-2-0,0-1-4], [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 0.15 0.07 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 140 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 6-0-0 oc bracing. REACTIONS.All bearings 10-0-0. (lb) - Max Horz 20=-145(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-144(LC 6), 12=-139(LC 7), 19=-130(LC 7), 13=-127(LC 6) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-94/293, 5-6=-117/333, 6-7=-117/333, 7-8=-94/293 WEBS 6-16=-393/94 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 2-4-0, Corner(3R) 2-4-0 to 7-8-0, Corner(3E) 7-8-0 to 10-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=144, 12=139, 19=130, 13=127. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss GE09 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889848 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-2VsAlNRvatMU1muwBwEhkvsuOPkAIO06wgjmSTzjYUw Scale = 1:24.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x4 3x4 3x4 2x4 2x4 2x4 2x4 4-8-104-8-10 4-8-10 4-8-10 12.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [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 0.24 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 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 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 4-8-10. (lb) - Max Horz 1=83(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 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 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 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) Bearing at joint(s) 1 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 capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 5, 7, 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss GE10 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889849 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-WhQYzjRXKBULfwT7ldlwG7P?Iowy1mdF9KTJ_vzjYUv Scale = 1:20.4 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 17 3x4 5x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 9-9-09-9-0 -0-11-0 0-11-0 4-11-6 4-11-6 9-9-0 4-9-10 0-8-83-6-103-3-20-3-83-6-103.50 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 0.48 0.70 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.01 (loc) 2-6 2-6 6 l/defl >569 >283 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 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 2-6-4 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=0-3-0, 6=0-1-8 Max Horz 2=94(LC 7) Max Uplift 2=-36(LC 6), 6=-26(LC 10) Max Grav 2=442(LC 1), 6=382(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-575/189 BOT CHORD 2-6=-177/517 WEBS 4-6=-516/235 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 6-7-4, Exterior(2E) 6-7-4 to 9-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss J01 Truss Type JACK-OPEN Qty 7 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889850 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-?t_wA3SA5UdCG32JIKG9pKyCVCOXmI0OO_CtXMzjYUu Scale = 1:20.3 1 2 5 3 4 3x6 3x6 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-5-03-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=66(LC 10) Max Uplift 3=-52(LC 10), 4=-12(LC 10) Max Grav 5=153(LC 1), 3=53(LC 17), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss J02 Truss Type JACK-CLOSED GIRDER Qty 2 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889851 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-T4XINPTosol3uDdVs2oOMYUQIcjAVlyYceyQ3ozjYUt Scale = 1:20.1 1 2 3 4 7 6 5 3x4 3x4 4x6 2x4 2x4 2x4 0-1-12-0-0 2-0-0 4-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 4-0-0 2-0-0 1-5-03-3-153-5-03-3-150-3-812.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-3-7,0-2-0], [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 0.13 0.21 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.00 (loc) 6 6 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, 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=66(LC 8) Max Uplift 7=-36(LC 8), 5=-76(LC 5) Max Grav 7=221(LC 35), 5=153(LC 35) 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) 113 lb down and 105 lb up at 2-0-0 on top chord, and 17 lb down and 16 lb up at 2-0-0, and 19 lb down and 23 lb up at 2-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=1(F)February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss J03 Truss Type JACK-CLOSED Qty 27 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889852 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-xG5hblUQd6twWNCiQlJdul1W?01SEBQhrHhzbEzjYUs 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], [4:0-2-0,0-0-10] 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 0.46 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss J04 Truss Type JACK-CLOSED Qty 7 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889853 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-xG5hblUQd6twWNCiQlJdul1ZO00eECqhrHhzbEzjYUs Scale = 1:30.3 1 2 3 4 8 7 6 5 3x6 3x6 2x4 3x4 3x4 3x4 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)-- [2:0-3-0,0-1-4], [3:0-1-12,0-1-8], [5:0-1-14,0-0-10], [7: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 0.38 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.01 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 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-(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) 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) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss J05 Truss Type JACK-CLOSED Qty 7 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889854 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-PSf3o5V2OP?n7Xnu_TqsRzamWQP?zfNr4xRX7hzjYUr Scale = 1:20.1 1 2 3 4 7 6 5 3x6 4x6 2x4 2x4 2x4 2-0-02-0-0 4-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 4-0-0 2-0-0 0-9-01-5-03-5-00-3-84.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [5:0-2-0,0-0-9], [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 0.15 0.18 0.03 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: 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. 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=73(LC 10) Max Uplift 7=-20(LC 6), 5=-38(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 2-0-0, Exterior(2R) 2-0-0 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss J06 Truss Type JACK-OPEN Qty 2 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889855 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-teDR0QVg9j7elhL4XAL5zA6uTplQi50_JbA4g7zjYUq Scale = 1:20.2 1 2 5 3 43x6 3x6 2-9-152-9-15 -1-3-9 1-3-9 2-9-15 2-9-15 1-5-03-5-00-5-62-11-103-5-08.49 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=65(LC 10) Max Uplift 3=-45(LC 10), 4=-1(LC 10) Max Grav 5=213(LC 1), 3=67(LC 17), 4=51(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) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss J07 Truss Type Jack-Open Qty 3 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889856 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-LrnpDmWIw1FVNrwG5usKWOf3CD5fRYF7XFweCZzjYUp Scale = 1:20.2 1 2 5 3 43x6 3x6 2-9-152-9-15 -1-3-9 1-3-9 2-9-15 2-9-15 1-5-03-5-02-11-103-5-08.49 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=65(LC 10) Max Uplift 3=-45(LC 10), 4=-1(LC 10) Max Grav 5=213(LC 1), 3=67(LC 17), 4=51(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) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss M01 Truss Type MONOPITCH Qty 6 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889857 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-LrnpDmWIw1FVNrwG5usKWOf4FD6wRY_7XFweCZzjYUp Scale = 1:16.7 1 2 3 5 4 2x4 3x4 3x6 2x4 1-3-81-3-8 -0-11-0 0-11-0 1-3-8 1-3-8 1-5-02-8-80-3-812.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-10] 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 0.26 0.09 0.02 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: 8 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=44(LC 9) Max Uplift 4=-51(LC 10) Max Grav 5=138(LC 1), 4=38(LC 8) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss M02 Truss Type MONOPITCH Qty 5 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889858 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-p1LBR6XwhKNM__VTfbNZ2bCBsdOvA?zHmvfBk?zjYUo Scale = 1:17.1 1 2 3 5 4 6 7 2x4 3x6 2x4 6-3-86-3-8 -0-11-0 0-11-0 6-3-8 6-3-8 0-8-62-5-130-3-83.40 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 0.53 0.36 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.00 (loc) 4-5 4-5 l/defl >999 >504 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=54(LC 6) Max Uplift 5=-31(LC 6), 4=-21(LC 10) Max Grav 5=311(LC 1), 4=236(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-259/196 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 3-2-4, Exterior(2E) 3-2-4 to 6-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss M02A Truss Type MONOPITCH Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889859 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-HDvaeSYZSeVDc84fDIuobpkM11k?vSAQ?ZPkGSzjYUn Scale: 3/4"=1' 1 2 4 3 3x6 2x4 2x4 6-3-86-3-8 6-3-8 6-3-8 0-8-62-5-130-3-83.40 12 Plate Offsets (X,Y)-- [3:0-1-14,0-0-11] 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 0.56 0.37 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.00 (loc) 3-4 3-4 l/defl >999 >488 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 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)4=0-3-8, 3=0-1-8 Max Horz 4=44(LC 10) Max Uplift 4=-2(LC 6), 3=-22(LC 10) Max Grav 4=242(LC 1), 3=242(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) 4, 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss M04 Truss Type MONOPITCH Qty 4 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889860 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-HDvaeSYZSeVDc84fDIuobpkML1kzvSCQ?ZPkGSzjYUn Scale = 1:17.2 1 2 3 5 4 6 7 2x4 3x6 2x4 6-4-86-4-8 -0-11-0 0-11-0 6-4-8 6-4-8 0-8-62-6-10-3-83.40 12 Plate Offsets (X,Y)-- [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 0.54 0.37 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.00 (loc) 4-5 4-5 l/defl >999 >484 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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=55(LC 6) Max Uplift 5=-31(LC 6), 4=-22(LC 10) Max Grav 5=314(LC 1), 4=239(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/197 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 3-3-4, Exterior(2E) 3-3-4 to 6-3-4 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) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss M05 Truss Type MONOPITCH Qty 6 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889861 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-mQSyroYBDyd4EIfrm0Q180Hc9R7ZevcaDD8IpuzjYUm Scale = 1:12.5 1 2 3 5 4 2x4 3x6 2x4 4-4-84-4-8 -0-11-0 0-11-0 4-4-8 4-4-8 0-8-61-11-40-3-83.40 12 Plate Offsets (X,Y)-- [4:0-2-2,0-0-9] 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 0.22 0.16 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: 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* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 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=39(LC 6) Max Uplift 5=-30(LC 6), 4=-15(LC 10) Max Grav 5=237(LC 1), 4=157(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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss M06 Truss Type MONOPITCH Qty 16 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889862 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Ec0K38Zp_FlxrSE2KjxGgEqinqKINH6jSturLKzjYUl Scale = 1:21.5 1 2 3 4 5 6 7 3x4 5x8 3x4 2x4 6x6 9-9-09-9-0 -0-11-0 0-11-0 4-11-6 4-11-6 9-9-0 4-9-10 0-8-83-6-103-3-20-3-83-6-103.50 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 0.48 0.70 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.01 (loc) 2-6 2-6 6 l/defl >569 >283 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-6: 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-4 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=0-3-0, 6=0-1-8 Max Horz 2=94(LC 7) Max Uplift 2=-36(LC 6), 6=-26(LC 10) Max Grav 2=442(LC 1), 6=382(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-575/189 BOT CHORD 2-6=-177/517 WEBS 4-6=-516/235 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 6-7-4, Exterior(2E) 6-7-4 to 9-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889863 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ioaiGUaRlZtoTcpEuRSVDRMuVEn26oNthXdOtnzjYUk Scale = 1:24.8 2 3 4 5 6 10 9 8 1 7 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 0-2-214-9-0 14-9-0 14-9-0 14-9-0 1-2-141-5-00-1-40-1-81-1-612.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-8], [5:0-3-0,0-1-8] 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 0.42 0.22 0.07 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: 35 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 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-9-0. (lb) - Max Horz 1=-20(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 2=-261(LC 3), 6=-261(LC 3) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=537(LC 23), 10=418(LC 23), 8=418(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-412/159, 3-10=-268/102, 5-8=-268/102 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-10 to 1-5-0, Corner(3R) 1-5-0 to 4-5-0, Exterior(2N) 4-5-0 to 10-4-0, Corner(3R) 10-4-0 to 13-4-0, Corner(3E) 13-4-0 to 14-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 2=261, 6=261. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type PIGGYBACK Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889864 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-eBiThAbhHA7Vivzd?sUzIsSIe2VNaiw98r6VyfzjYUi Scale = 1:25.7 1 2 3 4 5 67 10 9 8 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 0-2-214-9-0 14-9-0 14-9-0 14-9-0 0-5-33-2-143-5-00-1-80-5-30-1-83-1-612.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-3-0,0-1-8], [5:0-3-0,0-1-8], [6:0-2-6,0-1-8] 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 0.19 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 42 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 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-7-10. (lb) - Max Horz 2=-56(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=358(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-276/93 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) 0-2-10 to 3-5-0, Exterior(2R) 3-5-0 to 11-4-0, Exterior(2E) 11-4-0 to 14-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 6, 9, 10. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB03 Truss Type PIGGYBACK Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889865 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-6NGrvVcJ1UFMK3YpZZ?Cr4_SXSp4J9GJNVs3U5zjYUh Scale = 1:30.9 1 2 3 4 56 8 7 9 10 4x6 4x6 3x6 3x6 2x4 2x4 0-2-214-9-0 14-9-0 14-9-0 14-9-0 0-5-35-2-145-5-00-1-80-5-30-1-85-1-612.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-14], [3:0-3-0,0-1-8], [4:0-3-0,0-1-8], [5:0-6-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- 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 0.20 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 6 6 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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.All bearings 13-7-10. (lb) - Max Horz 2=-92(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=343(LC 23), 7=343(LC 24) 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) 0-2-10 to 3-2-10, Exterior(2R) 3-2-10 to 11-6-6, Exterior(2E) 11-6-6 to 14-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 8, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB04 Truss Type PIGGYBACK Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889866 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-6NGrvVcJ1UFMK3YpZZ?Cr4_N6SmhJ60JNVs3U5zjYUh Scale = 1:46.0 1 2 3 45 6 7 8 9 10 4x8 4x8 4x8 2x4 14-9-014-9-0 7-4-8 7-4-8 14-9-0 7-4-8 0-5-37-4-80-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-2-8], [2:0-5-9,0-3-4], [2:0-1-10,0-1-10], [3:0-4-8,0-2-0], [4:0-1-10,0-1-10], [4:0-5-9,0-3-4], [4:0-4-12,0-2-8] 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 0.53 0.42 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.03 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 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 OTHERS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud 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=13-7-10, 4=13-7-10, 6=13-7-10 Max Horz 2=-128(LC 8) Max Uplift 2=-13(LC 11), 4=-17(LC 11) Max Grav 2=331(LC 1), 4=331(LC 1), 6=470(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/100, 3-4=-269/89 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) 0-2-10 to 3-2-10, Interior(1) 3-2-10 to 4-4-8, Exterior(2R) 4-4-8 to 10-4-8, Interior(1) 10-4-8 to 11-6-6, Exterior(2E) 11-6-6 to 14-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB05 Truss Type PIGGYBACK Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889867 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-aaqD6rdyooNDyD6?7HWRNHXa_rAd2aHSc9bc0YzjYUg Scale = 1:44.3 1 2 3 4 5 6 78 12 11 10 9 13 14 4x6 4x8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-2-216-9-0 16-9-0 16-9-0 16-9-0 0-5-37-4-81-5-20-1-80-5-30-1-81-3-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [5:0-5-8,0-2-0], [6:0-3-0,0-1-8], [7:0-2-6,0-1-8] 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 0.39 0.18 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-7-10. (lb) - Max Horz 2=-128(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10 except 12=-137(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 10=437(LC 1), 11=265(LC 1), 12=322(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-333/130 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-10 to 3-2-10, Interior(1) 3-2-10 to 4-4-8, Exterior(2R) 4-4-8 to 10-4-8, Interior(1) 10-4-8 to 13-1-12, Exterior(2R) 13-1-12 to 15-1-12, Exterior(2E) 15-1-12 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 5 = 4% 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 10 except (jt=lb) 12=137. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB06 Truss Type PIGGYBACK Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889868 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-2mObJBeaZ5V4ZNhBh_2gwV4pNFW2n2VcqpL9Y_zjYUf Scale = 1:46.1 1 2 3 4 5 6 78 12 11 10 9 13 14 15 4x6 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-2-216-9-0 16-9-0 16-9-0 16-9-0 0-5-37-4-83-5-20-1-80-5-30-1-83-3-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [5:0-3-0,0-2-12], [6:0-3-0,0-1-8], [7:0-2-6,0-1-8] 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 0.16 0.10 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 8 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-7-10. (lb) - Max Horz 2=-128(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10 except 12=-138(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 7, 9, 11 except 10=272(LC 1), 12=346(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-251/165 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) 0-2-10 to 3-2-10, Interior(1) 3-2-10 to 4-4-8, Exterior(2R) 4-4-8 to 10-4-8, Interior(1) 10-4-8 to 11-1-12, Exterior(2R) 11-1-12 to 13-6-6, Exterior(2E) 13-6-6 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 9, 10 except (jt=lb) 12=138. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB07 Truss Type PIGGYBACK Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889869 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-XyxzXXfCKPexBXGOEhZvSicyLfqcWVvl3T4j5QzjYUe Scale = 1:44.3 1 2 3 4 5 6 78 12 11 10 9 13 14 4x6 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-2-216-9-0 16-9-0 16-9-0 16-9-0 0-5-37-4-85-5-20-1-80-5-30-1-85-3-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [5:0-3-0,0-2-8], [6:0-3-0,0-1-8], [7:0-6-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- 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 0.21 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 8 8 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 60 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 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-7-10. (lb) - Max Horz 2=-128(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10 except 12=-138(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 7, 11, 10 except 12=356(LC 17), 9=362(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-256/168 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) 0-2-10 to 3-2-10, Interior(1) 3-2-10 to 4-4-8, Exterior(2R) 4-4-8 to 7-4-8, Exterior(2E) 7-4-8 to 9-1-12, Exterior(2R) 9-1-12 to 13-6-6, Exterior(2E) 13-6-6 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 9, 10 except (jt=lb) 12=138. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB08 Truss Type PIGGYBACK Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889870 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-?9VMktfq5jmophraoP48?w99z3CaFyDvI7qGdtzjYUd Scale = 1:43.2 1 2 3 4 5 6 78 12 11 10 9 13 14 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-216-9-0 16-9-0 16-9-0 16-9-0 0-5-37-5-27-7-40-1-80-5-30-1-87-3-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-3-0,0-1-8], [5:0-3-0,0-1-8], [7:0-2-6,0-1-8] 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 0.15 0.10 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 8 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-7-10. (lb) - Max Horz 2=-131(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 12=-141(LC 10), 9=-140(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 7, 11, 10 except 12=365(LC 17), 9=364(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-264/173, 6-9=-263/172 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) 0-2-10 to 3-2-10, Exterior(2R) 3-2-10 to 13-6-6, Exterior(2E) 13-6-6 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 except (jt=lb) 12=141, 9=140. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB09 Truss Type GABLE Qty 6 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889871 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-xXd69Zh4dK0W2_?zwq6c4LEVAsu8jrcBlRJNilzjYUb Scale = 1:53.0 2 3 4 5 6 10 9 8 1 11 12 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 4-0-0 16-9-016-9-0 8-4-8 8-4-8 16-9-0 8-4-8 8-4-80-1-40-1-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.09 0.20 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: 57 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.All bearings 16-9-0. (lb) - Max Horz 1=-146(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 1=-295(LC 17), 7=-214(LC 18), 10=-145(LC 10), 8=-144(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 2=447(LC 17), 6=419(LC 1), 10=362(LC 17), 8=361(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-193/283 WEBS 3-10=-279/238, 5-8=-278/238 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-10 to 3-2-10, Exterior(2N) 3-2-10 to 5-4-8, Corner(3R) 5-4-8 to 11-4-8, Exterior(2N) 11-4-8 to 13-6-6, Corner(3E) 13-6-6 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1, 2 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 capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 1=295, 7=214, 10=145, 8=144. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) 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.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB10 Truss Type PIGGYBACK Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889872 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-PjBUNviiOe8Ng8a9TXdrdYngIGEGSK2L_52wECzjYUa Scale = 1:42.1 1 2 3 4 5 6 78 12 11 10 9 13 14 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-216-9-0 16-9-0 16-9-0 16-9-0 0-5-37-2-147-5-00-1-80-5-30-1-87-1-612.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-3-0,0-1-8], [5:0-3-0,0-1-8], [7:0-2-6,0-1-8] 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 0.15 0.10 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 8 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-7-10. (lb) - Max Horz 2=-128(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 12=-138(LC 10), 9=-138(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 7, 11, 10 except 12=357(LC 17), 9=356(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-257/168, 6-9=-256/168 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) 0-2-10 to 3-2-10, Exterior(2R) 3-2-10 to 13-6-6, Exterior(2E) 13-6-6 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 except (jt=lb) 12=138, 9=138. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB11 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889873 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-L6JFnajzwFO5vSkYbygJizsyP4tFwC8eRPX1I4zjYUY Scale: 3/8"=1' 2 3 4 5 8 7 1 9 10 6 4x8 4x8 3x6 3x6 2x4 2x4 0-2-216-9-0 16-9-0 16-9-0 16-9-0 5-2-145-5-00-1-40-1-85-1-612.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-1-8], [4:0-4-12,0-1-8] 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 0.43 0.19 0.15 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: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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.All bearings 16-9-0. (lb) - Max Horz 1=-92(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-503(LC 17), 6=-452(LC 18), 2=-312(LC 10), 5=-281(LC 11) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=294(LC 10), 2=744(LC 17), 5=710(LC 18), 8=381(LC 23), 7=381(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-227/376, 5-6=-211/289 WEBS 3-8=-262/79, 4-7=-262/63 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-10 to 3-2-10, Corner(3R) 3-2-10 to 13-6-6, Corner(3E) 13-6-6 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 1=503, 6=452, 2=312, 5=281. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB12 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889874 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-pIsd?wkbhZWxXcIk9gBYFBP97UE_fgNng3HarWzjYUX Scale = 1:28.2 2 3 4 5 6 10 9 8 1 7 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 0-2-216-9-0 16-9-0 16-9-0 16-9-0 3-2-143-5-00-1-40-1-83-1-612.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-8], [5:0-3-0,0-1-8] 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 0.30 0.16 0.09 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: 46 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 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 1=-56(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 10 except 1=-142(LC 17), 7=-111(LC 18), 2=-126(LC 10), 6=-109(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=277(LC 17), 6=259(LC 18), 9=455(LC 24), 10=272(LC 23), 8=272(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-348/119 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-10 to 3-5-0, Corner(3R) 3-5-0 to 6-5-0, Exterior(2N) 6-5-0 to 10-4-0, Corner(3R) 10-4-0 to 13-4-0, Corner(3E) 13-4-0 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10 except (jt=lb) 1=142, 7=111, 2=126, 6=109. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss PB13 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889875 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-mh_NQcmrDAmfmvS6G4D0KcUWsHxU7bX48MmhvPzjYUV Scale = 1:28.2 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-216-9-0 16-9-0 16-9-0 16-9-0 1-2-141-5-00-1-40-1-81-1-612.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-8], [7:0-3-0,0-1-8] 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 0.16 0.10 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 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 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 1=-20(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 8, 12, 13, 11, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 14, 10 except 12=331(LC 1), 13=297(LC 24), 11=297(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-10 to 1-5-0, Corner(3R) 1-5-0 to 4-4-8, Exterior(2N) 4-4-8 to 12-4-0, Corner(3R) 12-4-0 to 15-4-0, Corner(3E) 15-4-0 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 8, 12, 13, 11, 14. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T01 Truss Type COMMON Qty 5 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889877 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-i468rIn6kn0N0DcVOVFUP1Zmz5SGbPMNbgFo_IzjYUT Scale = 1:67.4 1 2 3 4 5 67 11 10 9 8 12 13 14 15 4x6 3x6 3x8 3x6 3x6 3x4 4x6 4x6 3x4 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 2-8-11 2-8-11 9-11-8 7-2-13 17-2-5 7-2-13 19-11-0 2-8-11 20-10-0 0-11-0 1-5-011-4-81-5-012.00 12 Plate Offsets (X,Y)-- [8:Edge,0-2-0], [11: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 0.57 0.78 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 9-11 9-11 8 l/defl >999 >631 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 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* 4-9: 2x4 SPF No.2, 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 3-9 REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=226(LC 9) Max Grav 11=849(LC 1), 8=849(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-701/100, 4-5=-701/100 BOT CHORD 9-11=-114/589, 8-9=-11/497 WEBS 4-9=-2/465, 3-11=-827/141, 5-8=-827/141 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, Interior(1) 2-1-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T01A Truss Type COMMON Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889878 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-AGgW2eokV58EdNBhxDnjyE6xhVnUKsbWqK_LWkzjYUS Scale = 1:67.4 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 3x4 3x6 3x8 3x6 3x6 3x4 4x6 4x6 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 2-8-11 2-8-11 9-11-8 7-2-13 17-2-5 7-2-13 19-11-0 2-8-11 1-5-011-4-81-5-012.00 12 Plate Offsets (X,Y)-- [7:Edge,0-2-0], [10: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 0.57 0.78 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 7-8 8-10 7 l/defl >999 >631 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-8: 2x4 SPF No.2, 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8, 3-8 REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=220(LC 7) Max Grav 10=850(LC 1), 7=783(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-703/99, 4-5=-703/99 BOT CHORD 8-10=-127/580, 7-8=-34/506 WEBS 4-8=-1/466, 3-10=-829/140, 5-7=-812/148 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, Interior(1) 2-1-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-9-4, Exterior(2E) 16-9-4 to 19-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T02 Truss Type COMMON Qty 3 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889879 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-AGgW2eokV58EdNBhxDnjyE6wYVowKspWqK_LWkzjYUS Scale = 1:67.4 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 3x4 3x6 3x6 3x8 3x4 3x4 4x6 3x6 9-11-89-11-8 19-5-09-5-8 -0-11-0 0-11-0 2-8-10 2-8-10 9-11-8 7-2-15 17-2-6 7-2-14 19-5-0 2-2-10 1-5-011-4-81-11-012.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-8], [10: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 0.58 0.75 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 0.01 (loc) 8-10 8-10 7 l/defl >999 >589 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 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* 4-8: 2x4 SPF No.2, 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 5-8 REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=225(LC 7) Max Grav 10=831(LC 1), 7=763(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-677/99, 4-5=-678/100 BOT CHORD 8-10=-128/568, 7-8=-48/419 WEBS 4-8=-4/437, 3-10=-805/144, 5-7=-832/159 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, Interior(1) 2-1-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-3-4, Exterior(2E) 16-3-4 to 19-3-4 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T02A Truss Type COMMON Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889880 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-eSEuG_pMGPG5FXmuVwIyUSf4Hu9T3K1g2_kv2AzjYUR Scale = 1:67.4 1 2 3 4 5 9 8 7 6 10 11 12 13 4x6 4x6 3x6 3x4 3x4 4x6 3x4 3x8 9-11-89-11-8 16-11-87-0-0 -0-11-0 0-11-0 2-8-10 2-8-10 9-11-8 7-2-15 16-11-8 7-0-0 1-5-011-4-84-4-812.00 12 Plate Offsets (X,Y)-- [5:Edge,0-0-8], [9: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 0.64 0.67 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.45 0.01 (loc) 7-9 7-9 6 l/defl >885 >440 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* 4-7: 2x4 SPF No.2, 2-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (size)9=0-3-8, 6=Mechanical Max Horz 9=248(LC 7) Max Uplift 6=-12(LC 10) Max Grav 9=732(LC 1), 6=665(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-549/106, 4-5=-523/106, 5-6=-615/40 BOT CHORD 7-9=-149/505 WEBS 4-7=-9/292, 3-9=-678/150, 5-7=-21/324 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 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 13-9-12, Exterior(2E) 13-9-12 to 16-9-12 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T03 Truss Type ATTIC Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889881 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-arLegfqco0WpUqwGdLKQZtkPeiolXBCyWID073zjYUP Scale = 1:66.5 1 2 3 4 5 6 7 89 16 15 14 13 12 11 10 17 18 19 20 5x6 3x6 3x4 3x8 MT18HS3x12 3x6 3x4 3x6 3x12 5x6 3x4 5x6 5x6 3x8 MT18HS0-2-26-0-0 6-0-0 17-11-8 11-11-8 29-11-0 11-11-8 35-11-0 6-0-0 -0-11-0 0-11-0 6-0-0 6-0-0 13-11-11 7-11-11 21-11-5 7-11-11 29-11-0 7-11-11 35-11-0 6-0-0 36-10-0 0-11-0 1-5-07-2-147-5-01-5-07-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-0], [3:0-3-8,0-2-4], [7:0-3-8,0-2-4], [8:0-3-8,0-1-0], [11:0-4-4,0-1-8], [15:0-5-4,0-1-8] 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 0.71 0.87 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.70 0.06 (loc) 11-13 11-13 10 l/defl >999 >614 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 150 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-15,6-11: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-4 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-11 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-154(LC 8) Max Grav 16=1489(LC 1), 10=1489(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1577/30, 3-4=-1024/70, 4-6=-1844/33, 6-7=-1024/70, 7-8=-1577/30, 2-16=-1457/24, 8-10=-1457/24 BOT CHORD 13-15=-109/1769, 11-13=-86/1769 WEBS 3-15=0/670, 4-15=-1021/125, 4-13=0/300, 6-13=0/300, 6-11=-1021/125, 7-11=0/670, 2-15=-28/937, 8-11=-30/937 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 10-2-15, Interior(1) 10-2-15 to 25-8-1, Exterior(2R) 25-8-1 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T04 Truss Type HIP Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889882 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-31v1u?rEZKfg6_UTA3rf64Hbp692GgY6lyyZfVzjYUO Scale = 1:66.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 5x6 3x6 4x8 3x4 3x8 MT18HS3x12 3x4 3x4 3x4 3x8 4x8 3x4 5x6 3x8 MT18HS0-2-28-0-0 8-0-0 17-11-8 9-11-8 27-11-0 9-11-8 35-11-0 8-0-0 -0-11-0 0-11-0 8-0-0 8-0-0 14-7-11 6-7-11 21-3-5 6-7-11 27-11-0 6-7-11 35-11-0 8-0-0 1-5-09-2-149-5-01-5-09-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [3:0-3-9,0-2-8], [7:0-3-9,0-2-8], [8:0-5-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.69 0.81 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.05 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,2-14,8-10: 2x3 SPF No.2, 2-15,8-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-7 max.): 3-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS. (size)15=0-3-8, 9=0-3-8 Max Horz 15=185(LC 7) Max Grav 15=1488(LC 1), 9=1417(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1572/54, 3-4=-988/105, 4-6=-1410/74, 6-7=-995/106, 7-8=-1566/48, 2-15=-1419/53, 8-9=-1347/28 BOT CHORD 14-15=-247/445, 12-14=-81/1372, 10-12=-57/1372 WEBS 3-14=0/617, 4-14=-701/115, 6-10=-695/117, 7-10=0/610, 2-14=-78/764, 8-10=-62/781 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 3-9-1, Exterior(2R) 3-9-1 to 12-2-15, Interior(1) 12-2-15 to 23-8-1, Exterior(2R) 23-8-1 to 32-1-15, Interior(1) 32-1-15 to 32-8-4, Exterior(2E) 32-8-4 to 35-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T05 Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889883 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:21:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-XETP5LssKdnXk83fkmMufIpk8WWL?3rFzci6BxzjYUN Scale = 1:68.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 5x6 5x6 5x6 3x4 3x6 3x8 3x6 2x4 3x8 3x8 3x4 3x4 4x6 3x6 4x6 3x6 0-2-20-2-210-0-0 10-0-0 17-11-8 7-11-8 25-11-0 7-11-8 33-8-12 7-9-12 35-11-0 2-2-4 -0-11-0 0-11-0 4-8-12 4-8-12 10-0-0 5-3-4 17-11-8 7-11-8 25-11-0 7-11-8 31-2-4 5-3-4 33-8-12 2-6-8 35-8-12 2-0-0 35-11-0 0-2-4 1-5-011-2-143-5-211-5-03-1-1011-2-1412.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [4:0-3-9,0-2-8], [6:0-3-9,0-2-8], [8:0-3-0,0-2-0], [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 0.78 0.74 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.06 (loc) 16-17 16-17 10 l/defl >999 >944 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 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,5-16,5-14,5-12,6-12: 2x4 SPF No.2, 2-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-5 max.): 4-6, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-12, 3-17 REACTIONS. (size)10=0-3-8, 17=0-3-8 Max Horz 17=236(LC 7) Max Grav 10=1424(LC 1), 17=1490(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/91, 3-4=-1445/112, 4-5=-942/127, 5-6=-940/129, 6-7=-1442/114, 7-8=-1268/46, 2-17=-349/92 BOT CHORD 16-17=-135/976, 14-16=-59/1203, 12-14=-59/1203, 11-12=0/991, 10-11=0/870 WEBS 4-16=0/598, 5-16=-513/108, 5-14=0/304, 5-12=-518/104, 6-12=0/592, 8-11=0/374, 8-10=-1598/0, 3-17=-1335/0, 7-11=-287/38 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 7-0-0, Exterior(2R) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 22-11-0, Exterior(2R) 22-11-0 to 28-11-0, Interior(1) 28-11-0 to 33-8-12, Exterior(2E) 33-8-12 to 35-9-4 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T06 Truss Type PIGGYBACK BASE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889884 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Tcb9W1t7sF1EzSD1sBPMkjv56J98TxKYRwBDGqzjYUL Scale = 1:83.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 3x6 5x10 MT18HS 5x10 MT18HS 5x8 5x6 3x6 3x8 3x6 3x8 2x4 3x8 5x6 3x6 3x6 5x6 3x4 4x6 3x6 0-2-210-7-0 10-7-0 17-11-8 7-4-8 25-4-0 7-4-8 31-8-12 6-4-12 33-8-12 2-0-0 35-9-4 2-0-8 35-9-6 0-0-3 37-11-0 2-1-10 -0-11-0 0-11-0 4-8-12 4-8-12 10-7-0 5-10-4 17-11-8 7-4-8 25-4-0 7-4-8 31-8-12 6-4-12 33-8-12 2-0-0 37-11-0 4-2-4 38-10-0 0-11-0 1-5-05-5-212-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [5:0-8-4,0-1-12], [7:0-8-4,0-1-12], [8:0-5-8,0-2-0], [9:0-3-0,0-1-8], [10:0-2-12,0-1-8], [14:0-2-8,0-2-4], [20:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.84 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.66 0.06 (loc) 19-20 19-20 13 l/defl >999 >650 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 205 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-19,6-19,6-17,6-15,7-15: 2x4 SPF No.2, 2-20,10-12: 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 (5-3-2 max.): 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 6-15, 8-15, 9-13, 3-20 REACTIONS. (size)13=0-3-8, 20=0-3-8 Max Horz 20=-238(LC 8) Max Grav 13=1653(LC 1), 20=1484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/68, 3-5=-1429/115, 5-6=-924/135, 6-7=-914/140, 7-8=-1422/112, 8-9=-996/63, 2-20=-342/73 BOT CHORD 19-20=-121/973, 17-19=-38/1108, 15-17=-38/1108, 14-15=0/973, 13-14=0/500 WEBS 5-19=0/579, 6-19=-429/118, 6-15=-450/104, 7-15=0/560, 8-14=-1136/76, 9-14=-11/1322, 9-13=-1580/13, 3-20=-1326/2 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 7-7-0, Exterior(2R) 7-7-0 to 13-7-0, Interior(1) 13-7-0 to 22-4-0, Exterior(2R) 22-4-0 to 28-4-0, Interior(1) 28-4-0 to 31-8-12, Exterior(2R) 31-8-12 to 35-10-0, Exterior(2E) 35-10-0 to 38-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T06A Truss Type PIGGYBACK BASE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889885 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-xo9XkNuldY95bboEPuwbGwRHBjVOCQfifawnoGzjYUK Scale = 1:83.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 3x6 5x10 MT18HS 5x6 5x6 5x8 3x6 3x8 3x6 3x8 2x4 3x12 5x6 3x6 3x6 5x6 3x4 6x6 3x6 0-2-210-7-0 10-7-0 17-11-8 7-4-8 25-4-0 7-4-8 29-8-12 4-4-12 31-8-12 2-0-0 35-9-4 4-0-8 35-9-5 0-0-1 37-11-0 2-1-11 -0-11-0 0-11-0 4-8-12 4-8-12 10-7-0 5-10-4 17-11-8 7-4-8 25-4-0 7-4-8 29-8-12 4-4-12 31-8-12 2-0-0 37-11-0 6-2-4 38-10-0 0-11-0 1-5-07-5-212-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [5:0-8-4,0-1-12], [7:0-4-4,0-1-12], [8:0-4-0,0-2-0], [9:0-4-12,0-1-8], [10:0-3-0,0-1-12], [13:0-2-12,0-1-8], [14:0-2-8,0-2-4], [15:0-3-12,0-1-8], [20:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.84 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.66 0.06 (loc) 19-20 19-20 13 l/defl >999 >648 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 213 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,8-15,8-14,9-14,3-20,10-13: 2x3 SPF No.2 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-4 max.): 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 6-15, 8-15, 8-14, 9-13, 3-20 REACTIONS. (size)13=0-3-8, 20=0-3-8 Max Horz 20=-238(LC 8) Max Grav 13=1653(LC 1), 20=1485(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/68, 3-5=-1430/118, 5-6=-925/137, 6-7=-911/144, 7-8=-1349/140, 8-9=-994/87, 2-20=-342/73 BOT CHORD 19-20=-124/974, 17-19=-43/1110, 15-17=-43/1110, 14-15=0/980, 13-14=0/697 WEBS 5-19=0/580, 6-19=-433/118, 6-17=0/259, 6-15=-454/94, 7-15=-9/576, 8-14=-927/29, 9-14=0/1058, 9-13=-1586/11, 3-20=-1326/5, 10-13=-289/215 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 7-7-0, Exterior(2R) 7-7-0 to 13-7-0, Interior(1) 13-7-0 to 22-4-0, Exterior(2R) 22-4-0 to 28-4-0, Interior(1) 28-4-0 to 29-8-12, Exterior(2R) 29-8-12 to 34-8-12, Interior(1) 34-8-12 to 35-10-0, Exterior(2E) 35-10-0 to 38-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T07 Truss Type PIGGYBACK BASE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889886 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-tBHI83w?9APpqvycXJy3LLWbGXBtgIT_7uPts9zjYUI Scale = 1:83.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 3x6 5x10 MT18HS 5x6 5x6 10x10 3x6 3x8 3x6 3x8 2x4 4x8 4x6 3x6 5x6 3x4 8x8 3x6 3x6 0-2-210-7-0 10-7-0 17-11-8 7-4-8 25-4-0 7-4-8 27-8-12 2-4-12 35-7-8 7-10-12 35-8-12 0-1-4 37-11-0 2-2-4 -0-11-0 0-11-0 4-8-12 4-8-12 10-7-0 5-10-4 17-11-8 7-4-8 25-4-0 7-4-8 27-8-12 2-4-12 29-8-12 2-0-0 37-11-0 8-2-4 38-10-0 0-11-0 1-5-09-5-212-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [5:0-8-4,0-1-12], [7:0-4-4,0-1-12], [8:0-4-0,0-2-0], [9:0-7-14,Edge], [10:0-3-8,0-3-4], [13:0-2-8,0-1-8], [14:0-2-8,0-1-12], [20:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.84 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.66 0.06 (loc) 19-20 19-20 13 l/defl >999 >647 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 229 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,8-15,8-14,9-14,3-20,10-13: 2x3 SPF No.2 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-5 max.): 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 6-15, 8-15, 8-14, 9-13, 3-20 REACTIONS. (size)20=0-3-8, 13=0-3-8 Max Horz 20=-238(LC 8) Max Grav 20=1484(LC 1), 13=1654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/67, 3-5=-1428/112, 5-6=-924/132, 6-7=-907/132, 7-8=-1294/151, 8-9=-962/102, 9-10=-89/302, 2-20=-342/72 BOT CHORD 19-20=-124/973, 17-19=-45/1108, 15-17=-45/1108, 14-15=0/949, 13-14=0/775 WEBS 5-19=0/579, 6-19=-432/118, 6-17=0/262, 6-15=-454/87, 7-15=-41/600, 8-14=-686/67, 9-14=-1/810, 9-13=-1572/9, 3-20=-1325/0, 10-13=-384/306 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 7-7-0, Exterior(2R) 7-7-0 to 13-7-0, Interior(1) 13-7-0 to 22-4-0, Exterior(2R) 22-4-0 to 25-4-0, Exterior(2E) 25-4-0 to 27-8-12, Exterior(2R) 27-8-12 to 32-8-12, Interior(1) 32-8-12 to 35-10-0, Exterior(2E) 35-10-0 to 38-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T08 Truss Type PIGGYBACK BASE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889887 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-MNqgMOwdwTXgS3Xp51TIuZ3oMwXyPmN8MY9RPbzjYUH Scale = 1:83.3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 243x6 5x10 MT18HS 5x6 5x6 5x6 3x6 3x8 3x6 3x8 2x4 3x4 3x8 3x6 3x6 5x6 4x8 3x6 3x6 0-2-210-7-0 10-7-0 17-11-8 7-4-8 25-4-0 7-4-8 25-8-12 0-4-12 27-8-12 2-0-0 37-11-0 10-2-4 -0-11-0 0-11-0 4-8-12 4-8-12 10-7-0 5-10-4 17-11-8 7-4-8 25-4-0 7-4-8 25-8-12 0-4-12 27-8-12 2-0-0 33-1-6 5-4-10 37-11-0 4-9-10 38-10-0 0-11-0 1-5-011-5-212-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-8], [5:0-8-4,0-1-12], [7:0-3-12,0-2-8], [8:0-3-8,0-2-12], [9:0-3-8,0-2-4], [10:0-2-0,0-1-8], [13:Edge,0-1-8], [20:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.85 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.66 0.07 (loc) 19-20 19-20 13 l/defl >999 >681 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 222 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,10-14,3-20,10-13: 2x3 SPF No.2, 2-20,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-8 max.): 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 6-15, 3-20, 10-13, 8-14 REACTIONS. (size)20=0-3-8, 13=0-3-8 Max Horz 20=241(LC 9) Max Grav 20=1569(LC 1), 13=1569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-327/68, 3-5=-1536/117, 5-6=-1001/136, 6-7=-1097/142, 7-8=-1150/107, 8-9=-999/132, 9-10=-1540/119, 10-11=-326/90, 2-20=-348/73, 11-13=-359/91 BOT CHORD 19-20=-123/1039, 17-19=-37/1236, 15-17=-37/1236, 14-15=0/1093, 13-14=0/1040 WEBS 5-19=0/632, 6-19=-523/108, 6-17=0/261, 6-15=-337/99, 9-14=-7/699, 3-20=-1425/3, 10-13=-1421/0, 8-14=-596/149, 7-15=-43/349 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-7-0, Exterior(2R) 7-7-0 to 13-7-0, Interior(1) 13-7-0 to 22-1-8, Exterior(2R) 22-1-8 to 25-1-8, Exterior(2E) 25-1-8 to 25-8-12, Exterior(2R) 25-8-12 to 30-8-12, Interior(1) 30-8-12 to 35-10-0, Exterior(2E) 35-10-0 to 38-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T09 Truss Type PIGGYBACK BASE Qty 6 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889888 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ImyQn4yuR5nOhNhBCRVmz_84pkCBtfuRpseXTUzjYUF Scale = 1:79.8 12 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x6 5x10 MT18HS 3x8 5x10 MT18HS 3x6 3x6 3x8 3x6 2x4 3x8 3x8 3x6 3x6 5x6 5x6 3x6 10-7-010-7-0 18-11-88-4-8 27-4-08-4-8 37-11-010-7-0 -0-11-0 0-11-0 4-8-12 4-8-12 10-7-0 5-10-4 18-11-8 8-4-8 27-4-0 8-4-8 33-2-4 5-10-4 37-11-0 4-8-12 1-5-012-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-8], [5:0-6-4,0-1-0], [8:0-6-4,0-1-0], [9:0-2-0,0-1-8], [11:Edge,0-2-4], [17:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.87 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.07 (loc) 11-12 11-12 11 l/defl >999 >714 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 196 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,9-12,3-17,9-11: 2x3 SPF No.2, 2-17,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-3 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-16, 6-12, 9-12, 3-17, 9-11 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=232(LC 7) Max Grav 17=1570(LC 1), 11=1504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/62, 3-5=-1538/105, 5-6=-1004/129, 6-8=-1006/129, 8-9=-1541/106, 9-10=-302/34, 2-17=-348/66, 10-11=-262/28 BOT CHORD 16-17=-129/1040, 14-16=-45/1252, 12-14=-45/1252, 11-12=0/1046 WEBS 5-16=0/628, 6-16=-509/121, 6-14=0/274, 6-12=-508/121, 8-12=0/630, 3-17=-1428/0, 9-11=-1454/25 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 6-4-1, Exterior(2R) 6-4-1 to 14-9-15, Interior(1) 14-9-15 to 23-1-1, Exterior(2R) 23-1-1 to 31-6-15, Interior(1) 31-6-15 to 34-9-4, Exterior(2E) 34-9-4 to 37-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T10 Truss Type PIGGYBACK BASE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889889 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-myWo_QzWCOvFJWFOm91?WBhFZ8YRc6Ma2WO50wzjYUE Scale = 1:80.4 12 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 3x6 5x10 MT18HS 3x8 5x10 MT18HS 3x6 3x6 3x8 3x6 2x4 3x8 3x8 3x6 3x6 5x6 5x6 3x6 3x6 10-7-010-7-0 18-11-88-4-8 27-4-08-4-8 37-11-010-7-0 -0-11-0 0-11-0 4-8-12 4-8-12 10-7-0 5-10-4 18-11-8 8-4-8 27-4-0 8-4-8 33-2-4 5-10-4 37-11-0 4-8-12 38-10-0 0-11-0 1-5-012-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-8], [5:0-6-4,0-1-0], [8:0-6-4,0-1-0], [10:0-2-0,0-1-8], [13:Edge,0-2-4], [19:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.87 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.07 (loc) 13-14 18-19 13 l/defl >999 >714 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,10-14,3-19,10-13: 2x3 SPF No.2, 2-19,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-3 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 6-18, 6-14, 10-14, 3-19, 10-13 REACTIONS. (size)19=0-3-8, 13=0-3-8 Max Horz 19=-238(LC 8) Max Grav 19=1569(LC 1), 13=1569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/62, 3-5=-1537/105, 5-6=-1003/129, 6-8=-1004/129, 8-10=-1537/105, 10-11=-320/62, 2-19=-348/66, 11-13=-348/66 BOT CHORD 18-19=-122/1039, 16-18=-37/1250, 14-16=-37/1250, 13-14=0/1039 WEBS 5-18=0/628, 6-18=-508/121, 6-16=0/274, 6-14=-508/121, 8-14=0/629, 3-19=-1427/0, 10-13=-1427/0 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 6-4-1, Exterior(2R) 6-4-1 to 14-9-15, Interior(1) 14-9-15 to 23-1-1, Exterior(2R) 23-1-1 to 31-6-15, Interior(1) 31-6-15 to 35-10-0, Exterior(2E) 35-10-0 to 38-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T11 Truss Type PIGGYBACK BASE Qty 2 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889890 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-iLeZP6_mk09zYqPmta3Tbcmb2xEu40dtVqtC4ozjYUC Scale = 1:79.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 3x6 5x10 MT18HS 3x8 5x10 MT18HS 3x6 3x6 3x8 3x6 2x4 3x8 3x8 3x6 3x6 5x6 5x6 3x6 3x6 10-7-010-7-0 18-11-88-4-8 27-4-08-4-8 37-11-010-7-0 4-8-12 4-8-12 10-7-0 5-10-4 18-11-8 8-4-8 27-4-0 8-4-8 33-2-4 5-10-4 37-11-0 4-8-12 38-10-0 0-11-0 1-5-012-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-6-4,0-1-0], [7:0-6-4,0-1-0], [9:0-2-0,0-1-8], [12:Edge,0-2-4], [18:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.87 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.07 (loc) 17-18 17-18 12 l/defl >999 >714 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 196 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,9-13,2-18,9-12: 2x3 SPF No.2, 1-18,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-1 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 5-17, 5-13, 9-13, 2-18, 9-12 REACTIONS. (size)18=Mechanical, 12=0-3-8 Max Horz 18=-232(LC 6) Max Grav 18=1504(LC 1), 12=1570(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-301/34, 2-4=-1541/106, 4-5=-1005/129, 5-7=-1004/129, 7-9=-1538/105, 9-10=-320/62, 1-18=-262/28, 10-12=-348/66 BOT CHORD 17-18=-121/1046, 15-17=-37/1252, 13-15=-37/1252, 12-13=0/1040 WEBS 4-17=0/630, 5-17=-507/121, 5-15=0/274, 5-13=-509/120, 7-13=0/629, 2-18=-1455/25, 9-12=-1428/0 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 6-4-1, Exterior(2R) 6-4-1 to 14-9-15, Interior(1) 14-9-15 to 23-1-1, Exterior(2R) 23-1-1 to 31-6-15, Interior(1) 31-6-15 to 35-10-0, Exterior(2E) 35-10-0 to 38-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T12 Truss Type PIGGYBACK BASE Qty 4 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889891 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-AXCxcS?OVJHqA__yRHai8qJmnLa9pT_0kUclcFzjYUB Scale = 1:78.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 3x4 5x10 MT18HS 3x8 5x10 MT18HS 3x4 3x6 3x8 3x6 2x4 3x8 3x8 3x8 4x8 4x6 3x6 10-7-010-7-0 18-11-88-4-8 27-4-08-4-8 37-7-810-3-8 4-8-12 4-8-12 10-7-0 5-10-4 18-11-8 8-4-8 27-4-0 8-4-8 33-2-0 5-10-0 37-7-8 4-5-8 1-5-012-0-01-8-812-0-012.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [3:0-6-8,0-1-4], [6:0-8-4,0-1-12], [7:0-2-8,0-1-8], [9:Edge,0-1-12], [15:Edge,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 0.87 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.07 (loc) 14-15 14-15 9 l/defl >999 >708 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 194 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-14,7-10,2-15,7-9: 2x3 SPF No.2, 1-15,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-5 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 4-14, 4-10, 7-10, 2-15, 7-9 REACTIONS. (size)15=Mechanical, 9=Mechanical Max Horz 15=222(LC 7) Max Grav 15=1493(LC 1), 9=1493(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-302/35, 2-3=-1527/106, 3-4=-995/130, 4-6=-979/130, 6-7=-1502/107, 1-15=-262/28 BOT CHORD 14-15=-132/1037, 12-14=-49/1235, 10-12=-49/1235, 9-10=0/980 WEBS 3-14=0/622, 4-14=-495/122, 4-12=0/277, 4-10=-521/118, 6-10=0/609, 2-15=-1440/26, 7-9=-1478/17 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 6-4-1, Exterior(2R) 6-4-1 to 14-9-15, Interior(1) 14-9-15 to 23-1-1, Exterior(2R) 23-1-1 to 31-6-15, Interior(1) 31-6-15 to 34-5-12, Exterior(2E) 34-5-12 to 37-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889892 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-7wJh171e1xXYPI8LZicADFOA89GUHNEJBo5sh7zjYU9 Scale = 1:76.1 1 2 3 4 56 7 8 9 22 21 20 19 18 17 16 15 14 13 12 11 10 23 24 25 26 27 4x6 5x8 3x6 5x8 3x4 3x4 2x4 3x4 2x4 3x4 2x4 3x4 3x4 6x16 2x4 2x4 3x12 6x8 4x8 3x8 4x8 5x8 4-9-04-9-0 10-7-05-10-0 17-1-86-6-8 19-5-02-3-8 22-9-83-4-8 27-4-04-6-8 37-7-810-3-8 4-9-0 4-9-0 10-7-0 5-10-0 17-1-8 6-6-8 19-5-0 2-3-8 22-9-8 3-4-8 27-4-0 4-6-8 33-0-11 5-8-11 37-7-8 4-6-13 1-5-012-0-01-8-83-0-012-0-012.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-1-4,0-1-8], [3:0-6-4,0-1-12], [7:0-6-4,0-1-12], [8:0-2-8,0-1-8], [10:Edge,0-1-8], [11:0-2-8,0-2-0], [13:0-5-8,0-2-0], [14:0-2-0,0-0-8], [15:0-6-0,0-3-12], [16:Edge,0-2-8], [20:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.81 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.61 0.16 (loc) 10-11 10-11 10 l/defl >999 >740 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 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-21,1-22,9-10: 2x4 SPF-S Stud 4-17,6-12,3-19,3-15,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-6 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-12, 3-19, 4-13, 7-11, 8-11, 8-10 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)22=Mechanical, 10=Mechanical Max Horz 22=222(LC 7) Max Grav 22=1490(LC 1), 10=1491(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1770/32, 2-3=-1600/103, 3-4=-1641/81, 4-6=-1534/87, 6-7=-1537/88, 7-8=-1498/111, 1-22=-1439/15 BOT CHORD 19-20=-136/1204, 14-15=-64/1621, 13-14=-74/1642, 10-11=0/983 WEBS 4-15=-301/174, 6-13=-288/88, 2-19=-285/178, 3-15=-3/995, 4-13=-262/76, 11-13=0/1152, 7-13=-119/1248, 7-11=-439/144, 8-10=-1475/17, 15-19=-67/1070, 1-20=0/1157 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 6-4-1, Exterior(2R) 6-4-1 to 14-9-15, Interior(1) 14-9-15 to 22-11-4, Exterior(2R) 22-11-4 to 31-6-15, Interior(1) 31-6-15 to 34-5-12, Exterior(2E) 34-5-12 to 37-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T14 Truss Type HIP Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889893 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-b6t4FT1HoEgO1RjX6Q7PlSxMoZd00qSTQRrPDazjYU8 Scale = 1:77.1 1 2 3 4 5 6 7 8 9 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 25 26 27 28 29 4x6 5x6 3x6 3x4 3x6 3x4 3x4 2x4 3x4 2x4 3x4 3x4 6x10 2x4 2x4 4x8 4x6 6x8 5x6 4x8 3x8 6x8 4x6 2x4 0-2-24-0-0 4-0-0 4-9-0 0-9-0 10-6-4 5-9-4 17-1-8 6-7-4 19-5-0 2-3-8 22-9-8 3-4-8 27-11-0 5-1-8 37-7-8 9-8-8 4-0-0 4-0-0 10-6-4 6-6-4 17-1-8 6-7-4 19-5-0 2-3-8 22-9-8 3-4-8 27-11-0 5-1-8 33-0-11 5-1-11 37-7-8 4-6-13 7-5-011-2-1411-5-01-8-83-0-011-2-1412.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-3-9,0-2-8], [7:0-3-4,0-2-0], [8:0-2-6,0-1-8], [10:Edge,0-2-0], [13:0-4-0,0-2-0], [14:0-2-0,0-0-8], [15:0-6-0,0-4-0], [16:Edge,0-2-8], [19:0-4-0,0-1-12], [20:0-2-0,0-0-8], [21:0-5-8,0-3-8], [22: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 0.56 0.73 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.44 0.16 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-22,14-16: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,6-12,2-19,3-19,7-11,2-23: 2x4 SPF No.2 1-24,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-0 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-24,22-23,20-22. WEBS 1 Row at midpt 6-12, 3-19, 4-13, 7-11, 1-24, 8-10, 2-23 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)24=Mechanical, 10=Mechanical Max Horz 24=-263(LC 6) Max Grav 24=1492(LC 1), 10=1492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-773/109, 2-3=-1125/89, 3-4=-1792/76, 4-6=-1685/49, 6-7=-1691/51, 7-8=-1502/93, 1-24=-1448/13 BOT CHORD 20-21=-58/488, 19-20=-120/514, 14-15=-103/1769, 13-14=-114/1796, 10-11=0/982 WEBS 6-13=-350/95, 2-19=-94/1150, 3-19=-1221/118, 15-19=-108/1151, 11-13=0/1130, 7-13=-135/1297, 7-11=-395/151, 1-21=-24/990, 8-10=-1481/0, 2-21=-760/140, 3-15=-1/1022 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 8-2-15, Interior(1) 8-2-15 to 23-8-1, Exterior(2R) 23-8-1 to 32-1-15, Interior(1) 32-1-15 to 34-5-12, Exterior(2E) 34-5-12 to 37-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T15 Truss Type HIP Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889894 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-XV?qg93XKsw6GltwEqAtrt0fjMLeUnfltlKWISzjYU6 Scale = 1:70.8 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 3x4 5x6 3x6 6x6 2x4 4x6 3x4 2x4 3x6 4x8 8x8 4x8 2x4 3x8 6x8 3x8 3x8 3x4 5x6 0-2-24-9-0 4-9-0 10-11-4 6-2-4 17-1-8 6-2-4 23-6-4 6-4-12 29-11-0 6-4-12 37-7-8 7-8-8 2-0-0 2-0-0 4-9-0 2-9-0 10-11-4 6-2-4 17-1-8 6-2-4 23-6-4 6-4-12 29-11-0 6-4-12 37-7-8 7-8-8 7-5-09-2-149-5-01-8-80-8-09-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [8:0-3-9,0-2-8], [9:0-3-4,0-1-8], [10:Edge,0-1-8], [11:0-2-4,0-1-8], [13:0-2-8,0-1-8], [15:0-6-0,0-3-12], [17:0-5-8,0-4-0] 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 0.72 0.59 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.24 0.09 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 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* 3-18,6-14,3-16,6-16,7-11,2-19: 2x4 SPF No.2 1-19,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-7 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 4-16, 6-16, 7-13, 7-11, 2-19 REACTIONS. (size)19=Mechanical, 10=Mechanical Max Horz 19=-226(LC 6) Max Uplift 19=-36(LC 6) Max Grav 19=1493(LC 1), 10=1493(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-736/93, 3-4=-1420/88, 4-6=-1420/88, 6-7=-1722/78, 7-8=-1021/95, 8-9=-1606/42, 9-10=-1422/12 BOT CHORD 16-17=-129/740, 15-16=-113/1729, 11-13=-66/1490 WEBS 3-17=-1198/143, 17-19=-109/298, 2-17=-56/1425, 3-16=-74/1124, 4-16=-399/106, 6-16=-507/55, 13-15=-64/1451, 7-15=-75/402, 7-11=-856/108, 8-11=0/668, 9-11=-46/892, 2-19=-1462/101 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 2-0-0, Exterior(2R) 2-0-0 to 6-2-15, Interior(1) 6-2-15 to 25-8-1, Exterior(2R) 25-8-1 to 34-1-15, Interior(1) 34-1-15 to 34-5-12, Exterior(2E) 34-5-12 to 37-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T16 Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889895 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-?hZCtV49592zuvR6oYh6N5Zo8mgVDDsv6P33qvzjYU5 Scale = 1:66.3 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 3x6 5x6 3x6 5x6 2x4 4x6 3x6 2x4 4x6 8x8 4x8 2x4 4x6 5x12 3x8 3x4 3x12 5x6 0-2-24-9-0 4-9-0 10-11-4 6-2-4 17-1-8 6-2-4 24-6-4 7-4-12 31-11-0 7-4-12 37-7-8 5-8-8 4-9-0 4-9-0 10-11-4 6-2-4 17-1-8 6-2-4 24-6-4 7-4-12 31-11-0 7-4-12 37-7-8 5-8-8 7-2-147-5-01-8-80-8-07-2-1412.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-4], [6:0-2-8,0-1-8], [7:0-3-8,0-2-4], [8:0-3-0,0-1-4], [11:0-2-8,0-2-0], [12:0-2-8,0-0-0], [14:0-8-12,0-3-4], [15:0-3-4,0-2-0], [16:0-5-8,0-4-0] 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 0.87 0.68 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.36 0.11 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 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* 2-17,5-13,8-9: 2x4 SPF-S Stud, 6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-10 max.): 1-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-18, 2-17, 5-15, 6-10 REACTIONS. (size)18=Mechanical, 9=Mechanical Max Horz 18=-187(LC 6) Max Uplift 18=-87(LC 6) Max Grav 18=1495(LC 1), 9=1495(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1444/100, 1-2=-992/99, 2-3=-1876/109, 3-5=-1876/109, 5-6=-2291/116, 6-7=-1027/68, 7-8=-1568/55, 8-9=-1447/20 BOT CHORD 15-16=-130/997, 14-15=-148/2302, 10-11=-91/1882 WEBS 2-16=-1229/153, 1-16=-80/1668, 2-15=-69/1241, 3-15=-382/104, 5-15=-598/59, 11-14=-87/1823, 6-14=-72/549, 6-10=-1200/102, 7-10=0/693, 8-10=-35/996 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) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 28-11-0, Exterior(2R) 28-11-0 to 34-5-12, Exterior(2E) 34-5-12 to 37-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T17 Truss Type HIP Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889896 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Tt7a4r4nsTAqW30JLFCLwI60UA6Kyoy2L3pdMLzjYU4 Scale: 3/8"=1' 1 2 3 4 5 9 8 7 6 10 11 4x8 4x8 3x4 3x4 3x4 3x4 3x4 3x8 0-2-24-0-0 4-0-0 10-11-0 6-11-0 14-11-0 4-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 10-11-0 6-11-0 14-11-0 4-0-0 1-5-05-2-145-5-01-5-05-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [3:0-4-12,0-1-8], [4:0-4-12,0-1-8], [5:0-1-4,0-1-8] 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 0.64 0.32 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 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* 2-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=112(LC 7) Max Grav 9=651(LC 1), 6=583(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-578/67, 3-4=-366/84, 4-5=-578/61, 2-9=-630/62, 5-6=-561/36 BOT CHORD 7-8=-41/362 WEBS 2-8=-11/361, 5-7=-10/358 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, Exterior(2R) 2-1-0 to 11-9-4, Exterior(2E) 11-9-4 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T18 Truss Type ROOF SPECIAL Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889897 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-x4hzIB5PdnIh7DbVvzjaSWe8YaJPh3nCajYAunzjYU3 Scale = 1:57.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 4x6 4x6 4x6 4x6 3x6 4x8 3x4 3x4 6x8 3x4 3x8 3x8 0-2-27-5-8 7-5-8 10-11-0 3-5-8 21-3-0 10-4-0 25-3-0 4-0-0 -0-11-0 0-11-0 7-5-8 7-5-8 10-11-0 3-5-8 16-1-0 5-2-0 21-3-0 5-2-0 25-3-0 4-0-0 26-2-0 0-11-0 1-5-05-2-148-10-81-5-05-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-0,0-1-8], [4:0-4-4,0-2-0], [6:0-3-0,0-1-8], [7:0-3-7,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.88 0.78 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.57 0.03 (loc) 10-12 10-12 9 l/defl >999 >526 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-11-5 max.): 4-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13 REACTIONS. (size)14=0-3-8, 9=0-3-8 Max Horz 14=-182(LC 8) Max Uplift 9=-33(LC 11) Max Grav 14=1062(LC 1), 9=1062(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1048/76, 3-4=-955/98, 4-5=-1258/44, 5-6=-683/63, 6-7=-1045/33, 2-14=-982/68, 7-9=-1068/25 BOT CHORD 13-14=-186/406, 12-13=0/1259, 10-12=-19/1162 WEBS 3-13=-24/934, 5-10=-658/72, 6-10=0/461, 7-10=0/706, 2-13=-14/410, 4-13=-1116/71 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 4-5-8, Exterior(2R) 4-5-8 to 10-5-8, Interior(1) 10-5-8 to 18-3-0, Exterior(2R) 18-3-0 to 23-2-0, Exterior(2E) 23-2-0 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) The Fabrication Tolerance at joint 2 = 0% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T19 Truss Type COMMON Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889898 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-PGELVX61N4QYlNAhTgEp?jBSdzpkQjgLoNIjRDzjYU2 Scale = 1:37.2 1 2 3 4 7 6 5 8 9 4x6 3x4 3x4 3x4 3x8 3x4 4-2-44-2-4 8-4-84-2-4 -0-11-0 0-11-0 4-2-4 4-2-4 8-4-8 4-2-4 1-5-05-7-41-5-012.00 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 0.28 0.13 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 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 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=117(LC 7) Max Grav 7=391(LC 1), 5=319(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/82, 3-4=-250/81, 2-7=-360/117, 4-5=-288/85 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 5-2-12, Exterior(2E) 5-2-12 to 8-2-12 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss T20 Truss Type COMMON Qty 3 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889899 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-uSojjt7g8OYPNWlt1Om2YxkdNNA89AyU111HzgzjYU1 Scale = 1:37.2 1 2 3 6 5 4 7 8 3x4 4x6 3x4 3x4 3x4 3x8 3-9-123-9-12 8-0-04-2-4 3-9-12 3-9-12 8-0-0 4-2-4 1-9-85-7-41-5-012.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-8], [3:0-1-4,0-1-8] 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 0.28 0.12 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 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=0-3-8, 4=0-3-8 Max Horz 6=-108(LC 6) Max Grav 6=308(LC 1), 4=308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-281/76, 3-4=-276/74 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 4-10-4, Exterior(2E) 4-10-4 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889900 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-qrwT8Y8wg?o7cqvG8poWdMpt6BjDdy4nVLWO1YzjYU? Scale = 1:47.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 4x8 4x6 5x6 4x6 3x4 4x8 4x6 4x6 3x6 3x6 5x6 3x4 4x6 4x8 0-2-20-1-16-0-0 6-0-0 8-11-0 2-11-0 12-11-0 4-0-0 23-3-0 10-4-0 25-3-0 2-0-0 -0-11-0 0-11-0 6-0-0 6-0-0 8-11-0 2-11-0 12-11-0 4-0-0 18-1-0 5-2-0 23-3-0 5-2-0 25-3-0 2-0-0 26-2-0 0-11-0 1-5-07-2-143-3-157-5-01-5-07-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-0], [3:0-4-12,0-1-8], [4:0-3-0,0-1-4], [5:0-3-0,0-3-0], [6:0-2-8,0-1-8], [7:0-3-8,0-2-0], [11:0-2-8,0-2-0], [13:0-4-0,0-0-8], [14:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.66 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.03 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 10-13: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-13 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 5-14, 6-11 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-152(LC 6) Max Uplift 16=-49(LC 8), 10=-276(LC 9) Max Grav 16=1062(LC 1), 10=1061(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1167/150, 3-4=-729/132, 4-5=-1138/146, 5-6=-2141/335, 6-7=-666/208, 7-8=-935/257, 2-16=-1100/100, 8-10=-1101/276 BOT CHORD 15-16=-184/254, 14-15=-70/729, 12-14=-265/2137, 11-12=-371/1706 WEBS 3-15=-63/479, 4-14=-99/590, 5-14=-1762/390, 6-12=0/516, 6-11=-1212/257, 7-11=-53/467, 2-15=-94/671, 8-11=-193/766 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 100 lb uplift at joint(s) 16 except (jt=lb) 10=276. 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) 57 lb down and 53 lb up at 15-1-0, 57 lb down and 53 lb up at 17-1-0, 57 lb down and 53 lb up at 19-1-0, and 57 lb down and 53 lb up at 21-1-0, and 127 lb down and 105 lb up at 23-3-0 on top chord, and 19 lb down and 23 lb up at 15-1-0, 19 lb down and 23 lb up at 17-1-0, 19 lb down and 23 lb up at 19-1-0, 19 lb down and 23 lb up at 21-1-0, and 19 lb down and 23 lb up at 23-1-0, and 17 lb down and 16 lb up at 23-3-0 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889900 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:22 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-qrwT8Y8wg?o7cqvG8poWdMpt6BjDdy4nVLWO1YzjYU? 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, 10-16=-20 Concentrated Loads (lb) Vert: 11=1(F) 21=0(F) 22=0(F) 23=0(F) 24=0(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 16 Estates at Towne Meadow Job Reference (optional) I44889901 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-mE2EYEAACd2rr83fGDq_inu8N_Q05lB4yf?U5RzjYTz Scale = 1:57.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9151617181920212223 3x4 5x8 10x16 8x14 MT18HS 5x10 MT18HS10x10 2x4 8x8 8x8 4x6 5x8 4x6 5x10 MT18HS 0-2-27-5-8 7-5-8 14-5-8 7-0-0 19-7-8 5-2-0 25-3-0 5-7-8 3-5-12 3-5-12 7-5-8 3-11-12 9-3-8 1-10-0 14-5-8 5-2-0 19-7-8 5-2-0 25-3-0 5-7-8 26-2-0 0-11-0 1-5-06-10-68-10-81-5-06-10-612.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-10-0,0-2-0], [6:0-1-4,0-4-8], [7:0-3-4,0-2-8], [9:Edge,0-2-0], [10:0-3-8,0-4-8], [11:0-4-0,0-4-8], [14: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.64 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.04 (loc) 11-13 11-13 9 l/defl >999 >913 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 479 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-13: 2x4 SPF 2100F 1.8E, 1-14,7-9: 2x6 SPF No.2 7-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 14=0-3-8 Max Horz 14=-175(LC 27) Max Grav 9=9256(LC 1), 14=10216(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2634/0, 2-3=-9428/0, 3-4=-9476/0, 4-5=-9997/0, 5-6=-9996/0, 6-7=-10021/0, 1-14=-1968/0, 7-9=-8661/0 BOT CHORD 13-14=0/5899, 11-13=0/8924, 10-11=0/6964, 9-10=-231/746 WEBS 3-13=0/13089, 4-13=-8403/0, 4-11=-338/1778, 5-11=-598/67, 6-11=0/4892, 6-10=-1160/2998, 7-10=0/6448, 2-13=0/1195, 2-14=-7073/0 NOTES-(12-13) 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) The Fabrication Tolerance at joint 4 = 12% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1485 lb down at 1-2-4, 1484 lb down at 3-2-4, 1473 lb down at 5-2-4, 1473 lb down at 7-2-4, 1473 lb down at 9-2-4, 1473 lb down at 11-2-4, 1470 lb down at 13-2-4, 1472 lb down at 15-2-4, 1473 lb down and 56 lb up at 17-2-4, and 1475 lb down and 107 lb up at 19-2-4, and 2668 lb down and 1091 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 16 Estates at Towne Meadow Job Reference (optional) I44889901 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:24 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-mE2EYEAACd2rr83fGDq_inu8N_Q05lB4yf?U5RzjYTz 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: 1-3=-60, 3-4=-60, 4-6=-60, 6-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 12=-1473(B) 13=-1473(B) 15=-1485(B) 16=-1484(B) 17=-1473(B) 18=-1473(B) 19=-1470(B) 20=-1472(B) 21=-1473(B) 22=-1475(B) 23=-2668(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 16 Estates at Towne Meadow Job Reference (optional) I44889902 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ic9_zwBQkEIY5RC1NesSnCzT2o4JZehNPzUbAJzjYTx Scale = 1:76.4 1 2 3 4 5 6 7 13 12 11 10 9 81415161718192021 6x16 5x8 3x6 5x10 MT18HS 5x10 MT18HS 10x10 4x6 8x8 4x6 8x8 5x10 MT18HS 6x16 5-4-155-4-15 10-11-125-6-13 16-6-95-6-13 21-11-85-4-15 5-4-15 5-4-15 10-11-12 5-6-13 16-6-9 5-6-13 21-11-8 5-4-15 22-10-8 0-11-0 1-5-012-4-121-5-012.00 12 Plate Offsets (X,Y)-- [1:0-5-4,Edge], [2:0-1-12,0-2-0], [5:0-1-12,0-2-0], [6:0-5-4,0-2-8], [8:Edge,0-2-0], [9:0-2-8,0-4-12], [12:0-2-8,0-4-12], [13:0-0-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.65 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.25 0.03 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 273 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-10: 2x4 SPF No.2, 1-13,6-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-5-8, 8=0-3-8 Max Horz 13=-238(LC 6) Max Grav 13=8364(LC 1), 8=7883(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8191/0, 2-3=-6058/0, 3-5=-6055/0, 5-6=-8406/0, 1-13=-6983/0, 6-8=-7293/0 BOT CHORD 12-13=0/954, 10-12=0/5712, 9-10=0/5852, 8-9=-184/764 WEBS 3-10=0/8056, 5-10=-2531/458, 5-9=-393/3299, 2-10=-2318/0, 2-12=0/2972, 1-12=0/4885, 6-9=0/5224 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 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) 1473 lb down at 1-10-12, 1473 lb down at 3-10-12, 1473 lb down at 5-10-12, 1473 lb down at 7-10-12, 1471 lb down at 9-10-12, 1472 lb down at 11-10-12, 1473 lb down at 13-10-12, and 1475 lb down at 15-10-12, and 2674 lb down and 1041 lb up at 17-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 16 Estates at Towne Meadow Job Reference (optional) I44889902 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:26 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ic9_zwBQkEIY5RC1NesSnCzT2o4JZehNPzUbAJzjYTx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 11=-1473(F) 14=-1473(F) 15=-1473(F) 16=-1473(F) 17=-1471(F) 18=-1472(F) 19=-1473(F) 20=-1475(F) 21=-2674(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889903 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-f?HlOcDhGrZGKlMQV3vwsd3sQcom1ZagtHziECzjYTv Scale = 1:70.6 1 2 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 132728293031323334353637383940 7x16 MT18HS 5x6 3x6 5x12 6x6 3x4 4x6 4x8 8x16 5x12 2x4 4x8 2x4 4x8 3x6 2x4 8x16 4x10 5x12 4x6 3x8 MT18HS 3x8 2x4 6x10 2x4 4-9-04-9-0 8-10-84-1-8 13-0-04-1-8 17-1-84-1-8 19-3-62-1-14 23-4-134-1-8 28-7-155-3-2 33-11-05-3-1 37-7-83-8-8 4-9-0 4-9-0 8-10-8 4-1-8 13-0-0 4-1-8 17-1-8 4-1-8 19-3-6 2-1-14 23-4-13 4-1-8 28-7-15 5-3-2 33-11-0 5-3-1 37-7-8 3-8-8 5-3-155-5-01-8-80-8-05-3-1512.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-8], [2:0-2-8,0-1-8], [5:0-2-8,0-1-12], [9:0-3-8,0-1-8], [11:0-9-12,0-2-4], [12:0-3-4,0-1-8], [13:Edge,0-3-8], [14:0-2-8,0-2-0], [16:0-2-12,0-2-4], [17:0-5-0,0-2-0], [20:0-10-12,Edge], [23:0-5-8,0-2-8], [26:Edge,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 0.79 0.52 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 -0.60 0.15 (loc) 19 19 13 l/defl >999 >744 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 231 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 11-12: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-25: 2x4 SPF-S Stud, 20-24,15-19: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-24,2-23,11-16,12-14: 2x4 SPF No.2, 17-20: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-9 max.): 1-11. BOT CHORD Rigid ceiling directly applied or 7-2-9 oc bracing. Except: 1 Row at midpt 2-24 10-0-0 oc bracing: 24-25 WEBS 1 Row at midpt 1-26, 5-23, 9-16 REACTIONS. (size)26=Mechanical, 13=Mechanical Max Horz 26=-133(LC 4) Max Uplift 26=-1071(LC 4), 13=-1021(LC 4) Max Grav 26=2688(LC 1), 13=2694(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-2472/959, 1-2=-2607/1057, 2-3=-4190/1662, 3-5=-4190/1662, 5-6=-5807/2252, 6-7=-5807/2252, 7-9=-5944/2289, 9-10=-3685/1456, 10-11=-3686/1456, 11-12=-2598/999, 12-13=-2546/944 BOT CHORD 24-25=-168/289, 2-24=-1853/700, 23-24=-1093/2635, 22-23=-2097/5294, 21-22=-2097/5294, 20-21=-2325/5974, 16-17=-1882/4796, 14-16=-689/1783 WEBS 1-24=-1370/3498, 2-23=-879/2216, 5-23=-1592/620, 5-22=-172/364, 5-21=-282/740, 7-21=-354/116, 9-20=-615/1643, 9-16=-1533/603, 11-16=-1038/2632, 11-14=-260/73, 12-14=-723/1853, 17-20=-1863/4744, 9-17=-430/106, 10-16=-351/97 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 100 lb uplift at joint(s) except (jt=lb) 26=1071, 13=1021. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889903 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:29 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-7Br7cxEJ19h7yvxc2nQ9Pqb19?8?m0qp6xjFmezjYTu NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 111 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 4-7-4, 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 17-1-8, 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 137 lb down and 110 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: 1-11=-60, 11-12=-60, 25-26=-20, 20-24=-20, 13-19=-20 Concentrated Loads (lb) Vert: 25=-123 15=-123 23=-123 22=-123 21=-123 16=-123 27=-126 28=-123 29=-123 30=-123 31=-123 32=-123 34=-123 35=-123 36=-123 37=-123 38=-123 39=-123 40=-127 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889904 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-3azt1dFZZmxrBD5?ACSdUFhRDpqoEx46ZFCMrXzjYTs Scale = 1:67.3 1 2 3 4 5 6 7 8 910 18 17 16 15 14 13 12 1119202122232425262728293031 5x10 MT18HS 3x6 5x10 MT18HS 3x6 5x8 5x12 4x6 8x8 3x6 8x8 4x6 6x6 3x6 6x6 5x12 5x8 0-1-14-0-0 4-0-0 13-3-11 9-3-11 22-7-5 9-3-11 31-11-0 9-3-11 35-11-0 4-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 10-11-12 6-11-12 17-11-8 6-11-12 24-11-4 6-11-12 31-11-0 6-11-12 35-11-0 4-0-0 36-10-0 0-11-0 1-5-05-3-155-5-01-5-05-3-1512.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [3:0-7-8,0-2-0], [4:0-2-8,0-1-12], [7:0-2-8,0-1-12], [8:0-7-8,0-2-0], [9:0-3-4,0-1-8], [11:0-4-4,0-1-8], [14:0-4-0,0-4-4], [15:0-4-0,0-4-4], [18:0-4-4,0-1-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.50 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.43 0.08 (loc) 14-15 14-15 11 l/defl >999 >995 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-17,7-12,2-17,9-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-4 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. WEBS 1 Row at midpt 4-17, 7-12 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-117(LC 27) Max Uplift 18=-898(LC 5), 11=-898(LC 4) Max Grav 18=2538(LC 1), 11=2538(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2684/1045, 3-4=-1892/780, 4-5=-4334/1757, 5-7=-4334/1758, 7-8=-1892/780, 8-9=-2684/1045, 2-18=-2516/918, 9-11=-2516/918 BOT CHORD 15-17=-1565/3874, 14-15=-1812/4523, 12-14=-1537/3874 WEBS 3-17=-676/1556, 4-17=-2464/991, 4-15=-506/1090, 5-15=-286/87, 5-14=-286/87, 7-14=-506/1090, 7-12=-2464/991, 8-12=-675/1556, 2-17=-751/1855, 9-12=-752/1855 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 100 lb uplift at joint(s) except (jt=lb) 18=898, 11=898. 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) 134 lb down and 96 lb up at 2-0-12, 133 lb down and 114 lb up at 4-0-12, 133 lb down and 114 lb up at 6-0-12, 133 lb down and 114 lb up at 8-0-12, 133 lb down and 114 lb up at 10-0-12, 133 lb down and 114 lb up at 12-0-12, 133 lb down and 114 lb up at 14-0-12, 133 lb down and 114 lb up at 16-0-12, 133 lb down and 114 lb up at 17-11-8, 133 lb down and 114 lb up at 19-10-4, 133 lb down and 114 lb up at 21-10-4, 133 lb down and 114 lb up at 23-10-4, 133 lb down and 114 lb up at 25-10-4, 133 lb down and 114 lb up at 27-10-4, 133 lb down and 114 lb up at 29-10-4, and 133 lb down and 114 lb up at 31-10-4, and 134 lb down and 96 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889904 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:31 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-3azt1dFZZmxrBD5?ACSdUFhRDpqoEx46ZFCMrXzjYTs 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, 2-3=-60, 3-8=-60, 8-9=-60, 9-10=-60, 11-18=-20 Concentrated Loads (lb) Vert: 16=-123 17=-123 12=-123 13=-123 19=-123 20=-123 21=-123 22=-123 23=-123 24=-123 25=-123 26=-123 27=-123 28=-123 29=-123 30=-123 31=-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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889905 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-?y5eRJHp4OBZQWFNHcU5ZgmpRdQDiwSP0ZhTvPzjYTq Scale = 1:28.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 4x6 4x6 3x4 3x4 8x8 3x4 4x6 4x6 8x8 0-1-12-0-0 2-0-0 12-11-0 10-11-0 14-11-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 7-5-8 5-5-8 12-11-0 5-5-8 14-11-0 2-0-0 15-10-0 0-11-0 1-5-03-3-153-5-01-5-03-3-1512.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-7,0-2-0], [5:0-3-7,0-2-0], [6:0-2-12,0-1-8], [9:0-4-0,0-4-12], [10:0-4-0,0-4-12] 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 0.39 0.89 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.28 0.01 (loc) 9-10 9-10 8 l/defl >999 >617 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-14 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=-81(LC 6) Max Uplift 11=-217(LC 5), 8=-217(LC 4) Max Grav 11=1080(LC 1), 8=1080(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1185/276, 3-4=-853/213, 4-5=-853/213, 5-6=-1185/276, 2-11=-1401/282, 6-8=-1401/282 BOT CHORD 9-10=-302/1195 WEBS 3-10=-120/615, 4-10=-396/118, 4-9=-396/118, 5-9=-120/615, 2-10=-225/984, 6-9=-226/984 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 100 lb uplift at joint(s) except (jt=lb) 11=217, 8=217. 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) 61 lb down and 52 lb up at 2-0-0, and 61 lb down and 52 lb up at 12-11-0 on top chord, and 17 lb down and 16 lb up at 2-0-0, 123 lb down and 58 lb up at 2-2-12, 123 lb down and 58 lb up at 3-5-8, 123 lb down and 58 lb up at 5-5-8, 123 lb down and 58 lb up at 7-5-8, 123 lb down and 58 lb up at 9-5-8, 123 lb down and 58 lb up at 11-5-8, and 123 lb down and 58 lb up at 12-8-4, and 17 lb down and 16 lb up at 12-11-0 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 Continued on page 2 February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889905 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:33 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-?y5eRJHp4OBZQWFNHcU5ZgmpRdQDiwSP0ZhTvPzjYTq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-11=-20 Concentrated Loads (lb) Vert: 10=-123(F=0) 9=-123(F=0) 12=-123 13=-123 14=-123 15=-123 16=-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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V01 Truss Type VALLEY Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889906 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-xLCOs?I4c?RHgqOmP1XZe5rAHQE1Au2iUtAa_IzjYTo Scale = 1:61.7 1 2 3 4 5 10 9 8 7 6 11 12 13 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 16-9-616-9-2 9-9-10 9-9-10 16-9-6 6-11-12 0-0-49-9-102-9-1412.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.35 0.28 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: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 16-9-2. (lb) - Max Horz 1=195(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8 except 10=-192(LC 10), 7=-138(LC 11) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=260(LC 18), 8=317(LC 20), 10=500(LC 17), 7=347(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-251/122, 2-10=-378/239, 4-7=-267/182 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, Interior(1) 3-3-12 to 6-9-10, Exterior(2R) 6-9-10 to 12-9-10, Interior(1) 12-9-10 to 13-8-2, Exterior(2E) 13-8-2 to 16-8-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 8 except (jt=lb) 10=192, 7=138. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V02 Truss Type VALLEY Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889907 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-q6SviMLagExi8RiXetbVpx0uG1f_6jaHPU8n73zjYTk Scale = 1:49.5 1 2 3 4 5 9 8 7 6 10 11 12 3x4 4x6 3x8 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 14-9-614-9-2 7-9-10 7-9-10 14-9-6 6-11-12 0-0-47-9-100-9-1412.00 12 Plate Offsets (X,Y)-- [5:0-1-4,0-1-4], [6:0-0-0,0-1-4] 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 0.17 0.09 0.24 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: 52 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 14-9-2. (lb) - Max Horz 1=139(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-146(LC 10), 7=-152(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=261(LC 20), 9=372(LC 17), 7=344(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-279/184, 4-7=-266/186 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) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-9-10, Exterior(2R) 4-9-10 to 10-9-10, Interior(1) 10-9-10 to 11-8-2, Exterior(2E) 11-8-2 to 14-8-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=146, 7=152. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V03 Truss Type VALLEY Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889908 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-IJ0HviMCRX3ZmbHjCa7kL9Zy3Rx2rBERd8tLfVzjYTj Scale = 1:37.2 1 2 3 4 5 6 3x8 4x6 3x8 2x4 11-7-011-7-0 11-7-40-0-4 5-9-10 5-9-10 11-7-4 5-9-10 0-0-45-9-100-0-412.00 12 Plate Offsets (X,Y)-- [1:0-6-1,0-0-0], [2:0-3-8,0-2-0], [3:0-3-13,0-2-4] 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 0.62 0.36 0.15 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: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 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=11-6-12, 3=11-6-12, 4=11-6-12 Max Horz 1=99(LC 9) Max Uplift 1=-4(LC 11), 3=-3(LC 11) Max Grav 1=230(LC 1), 3=230(LC 1), 4=418(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-14 to 3-3-14, Exterior(2R) 3-3-14 to 8-3-6, Exterior(2E) 8-3-6 to 11-3-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V04 Truss Type VALLEY Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889909 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Eh71KOOTz9JH0vR6J?9CRaeLVFfuJ6Lk5SMRkOzjYTh Scale = 1:26.1 1 2 3 4 5 6 3x4 3x4 3x4 2x4 7-7-07-7-0 7-7-40-0-4 3-9-10 3-9-10 7-7-4 3-9-10 0-0-43-9-100-0-412.00 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 0.43 0.21 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 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=7-6-12, 3=7-6-12, 4=7-6-12 Max Horz 1=64(LC 7) Max Uplift 1=-18(LC 11), 3=-18(LC 11) Max Grav 1=170(LC 1), 3=170(LC 1), 4=229(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 4-4-4, Exterior(2E) 4-4-4 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 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V05 Truss Type Valley Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889910 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-iuhPYkP5kSR8d30ItjgRznBbhf2m2Z9tK66?GqzjYTg Scale = 1:11.8 1 2 3 4 3x4 3x4 3x4 2x4 0-0-40-0-4 3-7-43-7-0 1-9-10 1-9-10 3-7-4 1-9-10 0-0-41-9-100-0-412.00 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 0.08 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-6-12, 3=3-6-12, 4=3-6-12 Max Horz 1=28(LC 7) Max Uplift 1=-8(LC 11), 3=-8(LC 11) Max Grav 1=74(LC 1), 3=74(LC 1), 4=100(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V06 Truss Type VALLEY Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889911 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-B4Fol4PjVma?FCaVRQBgW?jgq2IOn?51YmrYoHzjYTf Scale: 3/8"=1' 1 2 3 4 5 6 3x4 4x6 3x4 2x4 9-5-89-5-8 9-5-120-0-4 4-8-14 4-8-14 9-5-12 4-8-14 0-0-44-8-140-0-412.00 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-S 0.50 0.34 0.10 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: 22 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=9-5-4, 3=9-5-4, 4=9-5-4 Max Horz 1=-80(LC 6) Max Uplift 1=-13(LC 11), 3=-13(LC 11) Max Grav 1=199(LC 1), 3=199(LC 1), 4=320(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 6-2-12, Exterior(2E) 6-2-12 to 9-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V07 Truss Type VALLEY Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889912 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-7TNYAmRz1NqjUWktYrD8bQo45s2UFwlJ04Kft9zjYTd Scale = 1:18.7 1 2 3 4 3x4 3x4 3x4 2x4 5-5-85-5-8 5-5-120-0-4 2-8-14 2-8-14 5-5-12 2-8-14 0-0-42-8-140-0-412.00 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 0.20 0.10 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-4, 3=5-5-4, 4=5-5-4 Max Horz 1=-45(LC 6) Max Uplift 1=-13(LC 11), 3=-13(LC 11) Max Grav 1=119(LC 1), 3=119(LC 1), 4=160(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V08 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889913 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-bfxwN5Sbnhya6gJ46ZlN8dL85GM6_K6TEk4CPczjYTc Scale = 1:33.9 1 2 3 4 7 6 5 8 3x4 5x6 3x4 3x4 2x4 2x4 2x4 0-2-213-0-14 13-0-14 5-9-14 5-9-14 13-0-14 7-3-0 0-0-45-7-125-9-145-7-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8], [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-S 0.69 0.21 0.21 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: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-0-14. (lb) - Max Horz 1=145(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 except 7=427(LC 1), 6=316(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-293/119, 3-6=-250/70 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) 0-4-4 to 3-4-4, Exterior(2R) 3-4-4 to 9-8-10, Exterior(2E) 9-8-10 to 12-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 5, 7, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V09 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889914 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-3rVIbRSEY?4RkquGgGGcgruJ0givjnrcTOpmx2zjYTb Scale = 1:36.4 1 2 3 5 4 6 7 3x4 5x10 MT18HS 3x4 3x4 2x4 0-2-211-0-14 11-0-14 5-9-14 5-9-14 11-0-14 5-3-0 0-0-45-7-125-9-145-7-1212.00 12 Plate Offsets (X,Y)-- [1:0-1-14,0-1-8], [2:0-7-0,0-1-12], [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-S 0.68 0.23 0.24 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 MT18HS Weight: 34 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 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.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-0-14, 4=11-0-14, 5=11-0-14 Max Horz 1=145(LC 7) Max Uplift 4=-21(LC 6), 5=-57(LC 7) Max Grav 1=202(LC 18), 4=190(LC 24), 5=488(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-342/147 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) 0-4-4 to 3-4-4, Exterior(2R) 3-4-4 to 7-11-10, Exterior(2E) 7-11-10 to 10-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) 4, 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V10 Truss Type VALLEY Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889915 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-X12honTsJICIL_TSDznrD2QTZ3?XSELmi2ZJUUzjYTa Scale = 1:35.4 1 2 3 4 7 6 5 8 3x4 4x8 4x6 3x4 3x4 2x4 2x4 0-2-20-0-4 0-0-4 5-9-14 5-9-10 9-0-14 3-3-0 5-9-14 5-9-14 7-3-14 1-6-0 9-0-14 1-9-0 0-0-45-7-125-9-144-0-145-7-1212.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-1-12], [3:0-3-0,0-1-12], [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-S 0.76 0.40 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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, 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.All bearings 9-0-10. (lb) - Max Horz 1=134(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=457(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-315/183 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 7-3-14, Exterior(2E) 7-3-14 to 8-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 1, 5, 6, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V11 Truss Type VALLEY Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889916 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-?Ec307UU4cK8z72enhI4lGzfzTMxBjRvxiIs0wzjYTZ Scale = 1:30.9 1 2 3 5 4 6 3x4 3x4 3x4 3x4 2x4 0-0-40-0-4 7-0-147-0-10 4-6-14 4-6-14 7-0-14 2-6-0 0-0-44-6-142-0-1412.00 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 0.65 0.26 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=7-0-10, 4=7-0-10, 5=7-0-10 Max Horz 1=95(LC 7) Max Uplift 1=-11(LC 11), 4=-38(LC 11), 5=-1(LC 7) Max Grav 1=175(LC 18), 4=101(LC 18), 5=314(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 4-6-14, Exterior(2E) 4-6-14 to 6-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V12 Truss Type GABLE Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889917 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-yckpRpWkcDasCRC1v6KZrh270H54feGCO0nz4pzjYTX Scale = 1:18.7 1 2 3 4 3x4 3x4 3x4 2x4 5-0-145-0-14 2-6-14 2-6-14 5-0-14 2-6-0 0-0-42-6-140-0-1412.00 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 0.17 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-0-14, 3=5-0-14, 4=5-0-14 Max Horz 1=-42(LC 6) Max Uplift 1=-12(LC 11), 3=-12(LC 11) Max Grav 1=111(LC 1), 3=111(LC 1), 4=150(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 16_ESTATES_AT_TOWNE_~W Truss V13 Truss Type VALLEY Qty 1 Ply 1 16 Estates at Towne Meadow Job Reference (optional) I44889918 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 14:22:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-QpIBe9WMNXijqbmDSproNubH9gRMO5oLdgXXdFzjYTW Scale = 1:15.6 1 2 3 3x4 3x4 3x4 2-6-2 2-6-2 0-0-42-6-212.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-3-1,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.09 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: 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 2-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-5-14, 3=2-5-14 Max Horz 1=59(LC 7) Max Uplift 3=-21(LC 7) Max Grav 1=91(LC 18), 3=97(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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 19,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths