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HomeMy WebLinkAboutETM 025 - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). December 14,2021 Liu, Xuegang Pages or sheets covered by this seal: I49237605 thru I49237690 My license renewal date for the state of Indiana is July 31, 2022. 25_Estates_at_Towne_Meadow 25 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 25_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237605 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-9WRb1TIcZRP?nIoje_qeYTefagt3Xmgwi9zO8ly9LI_ Scale = 1:66.8 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 3635 3433 32 31 30 29 28 27 26 25 24 23 22 21 20 2x4 2x4 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-019-11-0 -0-11-0 0-11-0 9-11-8 9-11-8 19-11-0 9-11-8 20-10-0 0-11-0 1-3-09-6-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.08 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 331 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 37=189(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 34, 35, 26, 25, 24, 23, 22 except 37=-224(LC 8), 20=-177(LC 7), 36=-234(LC 7), 21=-200(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 32, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 37=299(LC 7), 20=255(LC 17), 36=251(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-125/262, 10-11=-125/262 WEBS 10-28=-268/100 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 1-11-8, Exterior(2N) 1-11-8 to 6-11-8, Corner(3R) 6-11-8 to 12-11-8, Exterior(2N) 12-11-8 to 17-10-0, Corner(3E) 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 requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 34, 35, 26, 25, 24, 23, 22 except (jt=lb) 37=224, 20=177, 36=234, 21=200. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237606 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-9WRb1TIcZRP?nIoje_qeYTeYjglQXpxwi9zO8ly9LI_ Scale = 1:20.0 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 6 4 15 16 5 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-4-82-4-8 -0-11-0 0-11-0 8-5-0 8-5-0 0-8-83-1-150-3-83.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.61 0.63 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 4-5 4-5 l/defl >999 >919 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 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* 2-6: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS. (size)6=2-4-8, 4=0-1-8, 5=0-3-8 Max Horz 6=73(LC 6) Max Uplift 6=-38(LC 6), 4=-29(LC 10) Max Grav 6=151(LC 1), 4=236(LC 1), 5=327(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-357/226 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-0-5, Exterior(2R) 4-0-5 to 8-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left 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) 6, 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) 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. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237607 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-di?zEpJEKkXsPSNvBiMt4hBqY4D4GGE4xpixgBy9LHz Scale = 1:14.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x6 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 5-5-0 5-5-0 0-8-82-3-73.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 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* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=5-5-0, 5=5-5-0, 6=5-5-0 Max Horz 7=62(LC 7) Max Uplift 7=-29(LC 6), 5=-35(LC 1), 6=-28(LC 10) Max Grav 7=204(LC 1), 5=7(LC 10), 6=308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237608 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-di?zEpJEKkXsPSNvBiMt4hBpV4DVGG74xpixgBy9LHz Scale = 1:14.9 Sheet BackFull Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 3x4 2x4 2x4 -0-11-0 0-11-0 1-4-0 1-4-0 1-3-02-4-510.00 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 0.22 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: 12 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 1-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-4-0, 4=1-4-0 Max Horz 5=62(LC 7) Max Uplift 5=-9(LC 6), 4=-48(LC 7) Max Grav 5=139(LC 18), 4=50(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss GE05 Truss Type GABLE Qty 2 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237609 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-5vZLR9Ks52fj1cy6lPt6duj?mTaw?jND9TSVCdy9LHy Scale = 1:15.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.05 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=2-0-0, 4=2-0-0 Max Horz 5=63(LC 7) Max Uplift 5=-6(LC 10), 4=-27(LC 7) Max Grav 5=153(LC 1), 4=67(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss GE06 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237610 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-Z57jfVLUsLnaflXIJ6OLA6GBZtwBk7mNO7B2k4y9LHx Scale = 1:41.0 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 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-013-3-0 -0-11-0 0-11-0 6-7-8 6-7-8 13-3-0 6-7-8 14-2-0 0-11-0 1-3-06-9-41-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.05 0.25 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: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-3-0. (lb) - Max Horz 24=140(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 3-7-8, Corner(3R) 3-7-8 to 9-7-8, Exterior(2N) 9-7-8 to 11-2-0, Corner(3E) 11-2-0 to 14-2-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss GE07 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237611 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-1Hh6srL6dfvRGv5UtqvaiJpMKHGNTZWWdnxbGWy9LHw Scale = 1:42.6 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 2x4 2x4 4x6 2x4 2x4 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 1-3-07-0-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.05 0.28 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: 186 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 24=145(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-109/252, 7-8=-109/252 WEBS 7-19=-257/72 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) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J01 Truss Type Jack-Open Qty 14 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237612 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-VUFU4BMkOz1Hu3ghQXQpFXLSbhZxC47frRh9pyy9LHv Scale = 1:26.0 1 2 5 3 4 3x6 3x4 4-0-04-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 1-3-04-7-04-1-34-7-010.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-0] 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-R 0.41 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=100(LC 10) Max Uplift 3=-70(LC 10) Max Grav 5=224(LC 1), 3=110(LC 17), 4=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J02 Truss Type Jack-Open Qty 3 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237613 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-VUFU4BMkOz1Hu3ghQXQpFXLWhhcVC47frRh9pyy9LHv Scale = 1:15.1 1 2 5 3 42x4 2x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- 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 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=43(LC 10) Max Uplift 3=-29(LC 10), 4=-1(LC 10) Max Grav 5=156(LC 1), 3=45(LC 17), 4=34(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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J03 Truss Type Jack-Open Qty 10 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237614 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-_gosHXNM8G98WDFt_Fx2nkufX5wTxXMp44QiLOy9LHu Scale = 1:21.8 1 2 5 3 4 3x4 2x4 4-0-04-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 1-1-03-9-03-3-133-9-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=79(LC 10) Max Uplift 3=-54(LC 10) Max Grav 5=224(LC 1), 3=105(LC 17), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J04 Truss Type Jack-Open Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237615 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-_gosHXNM8G98WDFt_Fx2nkue65mFxXMp44QiLOy9LHu Scale = 1:21.8 1 4 2 5 3 3x4 3x4 4-0-04-0-0 4-0-0 4-0-0 1-1-03-9-03-3-133-9-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.36 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.06 (loc) 3-4 3-4 2 l/defl >825 >404 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=62(LC 8) Max Uplift 2=-45(LC 8) Max Grav 4=430(LC 1), 2=133(LC 1), 3=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 563 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-563(F) December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J05 Truss Type Jack-Open Qty 2 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237616 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-SsMEVsO?vaI?7Nq3YySHKyRqwUGFg_cyJkAGtry9LHt Scale = 1:17.7 1 2 5 3 43x4 3x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-3-02-11-02-5-32-11-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=54(LC 10) Max Uplift 3=-39(LC 10), 4=-7(LC 10) Max Grav 5=156(LC 1), 3=48(LC 17), 4=34(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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J06 Truss Type Jack-Open Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237617 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-SsMEVsO?vaI?7Nq3YySHKyRrsUGbg_cyJkAGtry9LHt Scale = 1:17.7 1 4 2 32x4 2x4 2-0-02-0-0 2-0-0 2-0-0 1-3-02-11-02-5-32-11-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=40(LC 7) Max Uplift 2=-40(LC 10), 3=-3(LC 10) Max Grav 4=74(LC 1), 2=59(LC 17), 3=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) 2, 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J07 Truss Type Jack-Open Qty 2 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237618 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-w2wciCPdguQslXPG6g_Wt9z?7udMPRs6YOvpPHy9LHs Scale = 1:14.9 1 2 5 3 4 2x4 3x4 2-1-152-1-15 -1-7-3 1-7-3 2-1-15 2-1-15 1-3-02-4-81-11-132-4-86.25 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 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-8(LC 10), 3=-22(LC 10) Max Grav 5=230(LC 1), 3=23(LC 17), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J08 Truss Type Jack-Open Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237619 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-w2wciCPdguQslXPG6g_Wt9z?7udLPRs6YOvpPHy9LHs Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-2-92-2-9 -1-7-3 1-7-3 2-2-9 2-2-9 1-3-02-4-130-4-122-0-22-4-136.25 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 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-8(LC 10), 3=-23(LC 10) Max Grav 5=231(LC 1), 3=25(LC 17), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J09 Truss Type Jack-Open Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237620 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-OFU?vYPFRBYjNg_SfNVlPNWAtIza8u6Fm2fMyjy9LHr Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-2-92-2-9 -1-7-3 1-7-3 2-2-9 2-2-9 1-3-02-4-136.25 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 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-8(LC 10), 3=-23(LC 10) Max Grav 5=231(LC 1), 3=25(LC 17), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J10 Truss Type Jack-Open Qty 3 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237621 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-OFU?vYPFRBYjNg_SfNVlPNWBAIy38u6Fm2fMyjy9LHr Scale = 1:17.6 1 2 5 3 4 2x4 2x4 2-9-02-9-0 -0-11-0 0-11-0 2-9-0 2-9-0 1-1-02-11-02-5-132-11-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=56(LC 10) Max Uplift 3=-38(LC 10) Max Grav 5=179(LC 1), 3=68(LC 17), 4=48(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J11 Truss Type Jack-Open Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237622 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-sR2N7uQtCVga_qZeD40_ya3Mki9AtLMP?iOwUAy9LHq Scale = 1:17.6 1 4 2 5 3 2x4 2x4 2-9-02-9-0 2-9-0 2-9-0 1-1-02-11-02-5-132-11-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.67 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.02 (loc) 3-4 3-4 2 l/defl >999 >879 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 2=Mechanical, 3=Mechanical Max Horz 4=40(LC 5) Max Uplift 2=-33(LC 8) Max Grav 4=282(LC 1), 2=94(LC 1), 3=352(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 524 lb down at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-524(F) December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J12 Truss Type Jack-Open Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237623 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-sR2N7uQtCVga_qZeD40_ya3LaiIUtLMP?iOwUAy9LHq Scale = 1:17.4 1 2 5 3 4 2x4 3x4 3-1-83-1-8 -1-7-3 1-7-3 3-1-8 3-1-8 1-3-02-10-86.25 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 0.20 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-14, 3=Mechanical, 4=Mechanical Max Horz 5=54(LC 10) Max Uplift 5=-5(LC 10), 3=-34(LC 10) Max Grav 5=253(LC 1), 3=61(LC 1), 4=53(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J13 Truss Type Half Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237624 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-KdclKERVzpoRc_8qnoXDUobVQ6ddcnFYEM8T0cy9LHp Scale = 1:20.9 1 2 3 7 6 8 4 5 4x6 3x4 2x4 3x4 2-9-102-9-10 4-0-21-2-8 -0-11-0 0-11-0 2-9-10 2-9-10 4-0-2 1-2-8 1-3-03-7-00-3-83-3-83-7-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.14 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.05 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=74(LC 10) Max Uplift 4=-9(LC 7), 5=-28(LC 10) Max Grav 4=64(LC 1), 7=225(LC 1), 5=81(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 2-9-10, Exterior(2E) 2-9-10 to 3-11-6 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss J14 Truss Type Jack-Open Qty 14 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237625 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-oqA7YaS7k6wIE8j1LV2S1?8h5VzsLE1hT0t0Y2y9LHo Scale = 1:26.1 1 2 5 4 3 2x4 3x4 3x4 4-0-24-0-2 -0-11-0 0-11-0 4-0-2 4-0-2 1-3-04-7-14-1-54-7-110.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=100(LC 10) Max Uplift 3=-63(LC 10), 4=-5(LC 10) Max Grav 5=225(LC 1), 3=111(LC 17), 4=77(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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss M01 Truss Type MONOPITCH Qty 4 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237626 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-G0kVlwSlVQ29rIIDuDZhaDhovvFS4g4rhgda5Uy9LHn Scale: 3/4"=1' 1 2 3 4 5 10 11 12 13 2x4 3x6 3x4 2x4 6-4-06-4-0 -0-11-0 0-11-0 6-4-0 6-4-0 0-8-82-6-110-3-83.50 12 Plate Offsets (X,Y)-- [2:0-3-14,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.45 0.38 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.14 -0.04 (loc) 5-8 5-8 2 l/defl >404 >544 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=60(LC 6) Max Uplift 2=-67(LC 6), 5=-63(LC 6) Max Grav 2=307(LC 1), 5=243(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-281/342 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -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; porch left 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) 5 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) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss M02 Truss Type MONOPITCH Qty 4 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237627 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-G0kVlwSlVQ29rIIDuDZhaDhnBv8B4bWrhgda5Uy9LHn Scale = 1:21.6 1 2 3 4 5 6 7 8 9 10 2x4 5x8 3x4 2x4 8x8 10-5-010-5-0 -0-11-0 0-11-0 5-2-8 5-2-8 10-5-0 5-2-8 0-8-83-8-153-5-70-3-83-8-153.50 12 Plate Offsets (X,Y)-- [2:Edge,0-3-6], [5:0-2-0,0-0-12], [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.78 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.50 -0.53 0.01 (loc) 2-6 2-6 6 l/defl >248 >232 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 2x4 SPF-S Stud *Except* 4-6: 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-7-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 7-6-8 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-1-8 Max Horz 2=100(LC 9) Max Uplift 2=-106(LC 6), 6=-95(LC 6) Max Grav 2=468(LC 1), 6=408(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-631/403 BOT CHORD 2-6=-408/570 WEBS 4-6=-568/424 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 7-3-4, Exterior(2E) 7-3-4 to 10-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left 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) 6 except (jt=lb) 2=106. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss M03 Truss Type Monopitch Qty 4 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237628 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-lCHuzGTOGkA0TSsPSw4w6QDxpJZYp8S_wKM7dxy9LHm Scale = 1:17.5 1 2 3 4 5 10 11 2x4 3x6 3x4 2x4 7-5-07-5-0 -0-11-0 0-11-0 7-5-0 7-5-0 0-8-82-10-70-3-83.50 12 Plate Offsets (X,Y)-- [2:0-3-10,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- 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 0.63 0.45 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.25 0.05 (loc) 5-8 5-8 2 l/defl >735 >342 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=69(LC 6) Max Uplift 2=-27(LC 6), 5=-26(LC 10) Max Grav 2=349(LC 1), 5=287(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-374/44 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-3-4, Exterior(2E) 4-3-4 to 7-3-4 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 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) 5 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) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss M04 Truss Type Monopitch Qty 6 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237629 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-DPrGAcU011It5bRc0ec9femDBj0KYbb89_6h9Ny9LHl Scale = 1:14.9 1 2 3 5 4 2x4 2x4 2x4 2x4 1-4-11-4-1 -0-11-0 0-11-0 1-4-0 1-4-0 1-3-02-4-52-0-130-3-82-4-510.00 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 0.14 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=75(LC 9) Max Uplift 5=-11(LC 6), 4=-47(LC 9) Max Grav 5=144(LC 18), 4=43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) zone; cantilever left and right exposed ; end 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) 4 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) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss M05 Truss Type Monopitch Qty 5 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237630 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-hbPeNxVeoLQkil0oaL7OBrJOl7MDH2XHNerEipy9LHk Scale = 1:15.1 1 2 3 5 4 2x4 2x4 2x4 2x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-00-3-88.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.05 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=41(LC 10) Max Uplift 4=-29(LC 10) Max Grav 5=152(LC 1), 4=60(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237631 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-hbPeNxVeoLQkil0oaL7OBrJG_7EAHtYHNerEipy9LHk Scale: 3/4"=1' 1 2 3 4 6 578 4x6 3x6 2x4 4x6 3x6 3x8 3-1-143-1-14 6-4-03-2-2 3-1-14 3-1-14 6-4-0 3-2-2 0-8-82-6-112-3-30-3-82-6-113.50 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-3], [3:0-2-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.57 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 1-6 1-6 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 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-5: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-1-8 Max Horz 1=66(LC 24) Max Grav 1=1018(LC 1), 5=1775(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1857/0 BOT CHORD 1-6=0/1672, 5-6=0/1672 WEBS 3-6=0/1324, 3-5=-1826/0 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 763 lb down at 2-0-12, and 763 lb down at 4-0-12, and 772 lb down at 6-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 1-5=-20 Concentrated Loads (lb) Vert: 5=-772(B) 7=-763(B) 8=-763(B)December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T01 Truss Type Common Qty 5 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237632 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-9nz0bHWGZfYbKvb_73edk3rUZWXP0KrRcIbnEGy9LHj Scale = 1:57.5 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x8 MT18HS 3x8 3x4 3x4 3x4 3x6 3x6 3x4 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-10-0 0-11-0 1-3-09-6-91-3-010.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-8], [11: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 0.47 0.76 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 8-9 8-9 8 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 86 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=-189(LC 8) 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 2-3=-296/83, 3-4=-680/88, 4-5=-680/88, 5-6=-296/83, 2-11=-333/87, 6-8=-333/86 BOT CHORD 9-11=-35/602, 8-9=0/563 WEBS 4-9=-27/503, 3-11=-598/2, 5-8=-598/2 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T02 Truss Type Common Qty 4 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237633 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-d_XOodWuKygRy3ABhm9sGGOfJwtdlnZaryKLmiy9LHi Scale = 1:57.5 1 2 3 4 5 6 10 9 8 7 11 12 4x6 3x4 3x8 MT18HS 3x8 3x4 3x4 3x4 3x6 3x6 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 1-3-09-6-91-3-010.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-8], [10: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 0.47 0.76 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 7-8 8-10 7 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 85 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=184(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 2-3=-296/83, 3-4=-682/88, 4-5=-684/88, 5-6=-269/53, 2-10=-333/87, 6-7=-251/52 BOT CHORD 8-10=-45/595, 7-8=0/570 WEBS 4-8=-27/505, 3-10=-601/2, 5-7=-626/19 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T03 Truss Type Common Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237634 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-5A5n0zXW5GoIZDlNFTg5pUxoUKDbUIej4c4uI8y9LHh Scale = 1:56.3 1 2 3 4 5 9 8 7 6 10 11 12 13 4x6 5x6 3x6 3x4 3x4 4x6 2x4 3x8 9-11-89-11-8 17-0-07-0-8 -0-11-0 0-11-0 5-1-0 5-1-0 9-11-8 4-10-8 17-0-0 7-0-8 1-3-09-6-93-8-310.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-8], [9:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.65 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.01 (loc) 7-9 7-9 6 l/defl >892 >444 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 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 5-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=Mechanical Max Horz 9=207(LC 7) Max Grav 9=734(LC 1), 6=666(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/81, 3-4=-514/96, 4-5=-551/79, 2-9=-338/87, 5-6=-616/30 BOT CHORD 7-9=-65/490 WEBS 4-7=-9/312, 3-9=-422/0, 5-7=0/341 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 13-10-4, Exterior(2E) 13-10-4 to 16-10-4 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) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T04 Truss Type Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237635 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-ZMf9DJY8raw9BNKZpBBKMhT_kkVjDiqtIGpSrby9LHg Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 1011 18 17 16 15 14 13 12 19 20 21 22 23 24 5x6 3x6 5x6 3x6 3x8 3x8 3x4 3x4 3x4 3x8 3x8 3x4 3x6 3x4 3x6 3x6 7-9-07-9-0 17-11-810-2-8 28-2-010-2-8 35-11-07-9-0 -0-11-0 0-11-0 3-11-12 3-11-12 7-9-0 3-9-4 14-6-11 6-9-11 21-4-5 6-9-11 28-2-0 6-9-11 31-11-4 3-9-4 35-11-0 3-11-12 36-10-0 0-11-0 1-1-06-3-01-1-06-3-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-3-8,0-1-8], [4:0-4-4,0-2-4], [8:0-4-4,0-2-4], [9:0-3-8,0-1-8], [10:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.91 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.45 0.10 (loc) 13-15 13-15 12 l/defl >999 >952 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 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* 2-18,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-7 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-13, 3-18, 9-12 REACTIONS. (size)12=0-3-8, 18=0-3-8 Max Horz 18=126(LC 9) Max Grav 12=1489(LC 1), 18=1489(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/36, 3-4=-1822/10, 4-5=-1480/19, 5-7=-2137/3, 7-8=-1480/19, 8-9=-1822/10, 9-10=-293/36, 2-18=-322/52, 10-12=-322/52 BOT CHORD 17-18=-65/1404, 15-17=-66/2077, 13-15=-40/2077, 12-13=0/1404 WEBS 4-17=0/663, 5-17=-851/117, 7-13=-851/117, 8-13=0/663, 3-18=-1646/0, 9-12=-1646/0 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-6-1, Exterior(2R) 3-6-1 to 11-11-15, Interior(1) 11-11-15 to 23-11-1, Exterior(2R) 23-11-1 to 32-4-15, Interior(1) 32-4-15 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T05 Truss Type Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237636 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-1ZCXRfZnct20pWvlMujZuv06Y8s8yA80XwZ?N1y9LHf Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 5x6 5x6 3x6 3x8 3x6 2x4 3x8 3x8 3x6 3x6 4x6 4x6 3x6 3x6 10-3-010-3-0 17-11-87-8-8 25-8-07-8-8 35-11-010-3-0 -0-11-0 0-11-0 5-2-12 5-2-12 10-3-0 5-0-4 17-11-8 7-8-8 25-8-0 7-8-8 30-8-4 5-0-4 35-11-0 5-2-12 36-10-0 0-11-0 1-1-07-11-01-1-07-11-08.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-8], [4:0-4-4,0-2-4], [6:0-4-4,0-2-4], [7:0-2-8,0-1-8], [10:Edge,0-1-12], [16: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 0.73 0.83 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.57 0.09 (loc) 10-11 10-11 10 l/defl >999 >754 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-11: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-11 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 7-10 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-156(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=-422/35, 3-4=-1751/26, 4-5=-1394/50, 5-6=-1394/50, 6-7=-1751/26, 7-8=-422/34, 2-16=-409/56, 8-10=-409/56 BOT CHORD 15-16=-47/1447, 13-15=0/1717, 11-13=0/1717, 10-11=0/1447 WEBS 4-15=0/587, 5-15=-543/110, 5-11=-543/110, 6-11=0/587, 3-16=-1528/6, 7-10=-1528/6 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 6-0-1, Exterior(2R) 6-0-1 to 14-5-15, Interior(1) 14-5-15 to 21-5-1, Exterior(2R) 21-5-1 to 29-10-15, Interior(1) 29-10-15 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T06 Truss Type Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237637 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-Wlmve?ZPNBAtQgUywcEoR6YISXEjhgZAmaIYvTy9LHe Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 3x6 5x6 5x6 3x6 3x4 3x6 3x4 3x6 3x8 3x4 3x8 3x4 3x6 5x6 3x4 5x6 3x6 6-5-126-5-12 12-9-06-3-4 23-2-010-5-0 29-5-46-3-4 35-11-06-5-12 -0-11-0 0-11-0 6-5-12 6-5-12 12-9-0 6-3-4 17-11-8 5-2-8 23-2-0 5-2-8 29-5-4 6-3-4 35-11-0 6-5-12 36-10-0 0-11-0 1-1-09-7-01-1-09-7-08.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [5:0-4-4,0-2-4], [7:0-4-4,0-2-4], [10:0-2-8,0-1-12], [12:Edge,0-1-8], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.75 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.55 0.06 (loc) 14-17 14-17 12 l/defl >999 >775 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-14: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-11 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-17, 6-14, 8-14 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=186(LC 9) Max Grav 19=1489(LC 1), 12=1489(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1909/0, 4-5=-1644/61, 5-6=-1277/83, 6-7=-1277/83, 7-8=-1644/61, 8-10=-1909/0, 2-19=-1420/21, 10-12=-1420/21 BOT CHORD 18-19=-157/369, 17-18=0/1503, 14-17=0/1365, 13-14=0/1503, 12-13=-38/253 WEBS 4-17=-339/132, 5-17=0/536, 6-17=-298/132, 6-14=-298/131, 7-14=0/536, 8-14=-339/132, 2-18=0/1261, 10-13=0/1261 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-6-1, Exterior(2R) 8-6-1 to 16-11-15, Interior(1) 16-11-15 to 18-11-1, Exterior(2R) 18-11-1 to 27-4-15, Interior(1) 27-4-15 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T07 Truss Type Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237638 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-_xKHsLa18VJk2q28UJl1zK5PbxcTQ77J_E26Rvy9LHd Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 5x8 5x6 3x6 3x4 3x6 3x4 3x4 3x4 3x8 3x4 3x4 6x6 3x4 6x6 3x6 7-8-127-8-12 15-3-07-6-4 20-8-05-5-0 28-2-47-6-4 35-11-07-8-12 -0-11-0 0-11-0 7-8-12 7-8-12 15-3-0 7-6-4 20-8-0 5-5-0 28-2-4 7-6-4 35-11-0 7-8-12 36-10-0 0-11-0 1-1-011-3-01-1-011-3-08.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [5:0-5-12,0-2-0], [6:0-3-12,0-2-0], [9:0-3-4,0-1-12], [11:Edge,0-1-8], [12:0-1-8,0-1-8], [17:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.59 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.23 0.06 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 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* 5-15,5-14,6-14: 2x4 SPF No.2, 2-18,9-11: 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 (5-2-7 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=216(LC 9) Max Grav 18=1489(LC 1), 11=1489(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1928/0, 4-5=-1515/71, 5-6=-1149/96, 6-7=-1515/71, 7-9=-1928/0, 2-18=-1416/32, 9-11=-1416/32 BOT CHORD 17-18=-192/475, 15-17=-12/1504, 14-15=0/1148, 12-14=0/1503, 11-12=-68/335 WEBS 4-15=-490/139, 5-15=-12/452, 6-14=0/453, 7-14=-489/139, 2-17=0/1177, 9-12=0/1176 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-0-1, Exterior(2R) 11-0-1 to 24-10-15, Interior(1) 24-10-15 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T08 Truss Type Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237639 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-S7uf3gbfvoRbg_dK21GGWXeddLx09bHSDunf_My9LHc Scale = 1:80.8 12 3 4 5 6 7 89 16 15 14 13 12 11 10 17 18 19 20 3x6 5x6 3x6 3x6 3x6 3x4 3x4 3x8 3x4 3x4 8x8 3x6 8x8 3x6 8-11-12 8-11-12 17-9-0 8-9-4 17-11-8 0-2-8 18-2-0 0-2-8 26-11-4 8-9-4 35-11-0 8-11-12 -0-11-0 0-11-0 8-11-12 8-11-12 17-9-0 8-9-4 17-11-8 0-2-8 18-2-0 0-2-8 26-11-4 8-9-4 35-11-0 8-11-12 36-10-0 0-11-0 1-1-012-11-01-1-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-3-8,Edge], [10:Edge,0-1-8], [11:0-1-12,0-1-8], [15:0-1-12,0-1-8] 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 0.68 0.70 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.30 0.06 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-15,6-11,2-15,8-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-248(LC 8) Max Uplift 16=-3(LC 10), 10=-3(LC 11) 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 2-4=-1925/18, 4-5=-1392/109, 5-6=-1392/109, 6-8=-1925/18, 2-16=-1406/50, 8-10=-1406/50 BOT CHORD 15-16=-226/620, 13-15=-37/1485, 11-13=0/1485, 10-11=-98/455 WEBS 4-15=0/297, 4-13=-612/167, 6-13=-612/166, 6-11=0/297, 2-15=0/1035, 8-11=0/1035, 5-13=0/877 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 13-8-9, Exterior(2R) 13-8-9 to 22-2-7, Interior(1) 22-2-7 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) The Fabrication Tolerance at joint 2 = 18%, joint 8 = 18% 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, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T09 Truss Type Half Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237640 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-wKS2G0cHg6ZSH8CXbknV3lAuflPpu7ecSYXDWoy9LHb Scale = 1:21.8 1 2 3 7 6 8 4 5 4x6 3x4 3x4 2x4 2-0-02-0-0 3-0-01-0-0 4-0-01-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 1-3-03-9-03-5-83-9-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.15 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.05 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=79(LC 10) Max Uplift 4=-4(LC 7), 5=-39(LC 10) Max Grav 4=53(LC 1), 7=224(LC 1), 5=93(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 3-0-0, Exterior(2E) 3-0-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T10 Truss Type Common Qty 7 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237641 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-OW0QUMdvRQhJvInj9SIkbyjuK9dfdLGlhCGm2Ey9LHa Scale = 1:77.3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x6 6x8 3x6 3x6 3x4 2x4 3x4 2x4 3x4 5x10 MT18HS 3x4 5x10 MT18HS 3x4 3x4 3x6 12-0-812-0-8 23-10-811-10-0 35-11-012-0-8 4-0-0 4-0-0 9-1-0 5-1-0 17-11-8 8-10-8 26-10-0 8-10-8 31-11-0 5-1-0 35-11-0 4-0-0 36-11-0 1-0-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-8], [11:Edge,0-1-8], [16: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-AS 0.98 0.62 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.59 0.06 (loc) 11-12 15-16 11 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 144 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-12,4-15,2-16,8-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS. (size)11=Mechanical, 16=0-3-8 Max Horz 16=-244(LC 6) Max Uplift 11=-3(LC 11) Max Grav 11=1495(LC 1), 16=1424(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-541/0, 2-4=-1793/50, 4-5=-1686/138, 5-6=-1683/137, 6-8=-1790/50, 8-9=-536/0, 1-16=-342/40, 9-11=-410/73 BOT CHORD 15-16=-53/1434, 12-15=0/1011, 11-12=0/1430 WEBS 5-12=-91/678, 6-12=-408/245, 5-15=-91/684, 4-15=-413/245, 2-16=-1471/55, 8-11=-1473/35 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 3-11-0, Interior(1) 3-11-0 to 14-4-6, Exterior(2R) 14-4-6 to 21-6-10, Interior(1) 21-6-10 to 33-3-14, Exterior(2E) 33-3-14 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T11 Truss Type Half Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237642 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-siaohidXCjpAXRMvj9p_8AGE8Y4HM18vvs0Jahy9LHZ Scale = 1:21.8 1 2 3 7 6 8 4 5 4x6 3x4 3x4 2x4 2-0-02-0-0 3-0-01-0-0 3-11-40-11-4 4-0-00-0-12 -0-11-0 0-11-0 3-0-0 3-0-0 4-0-0 1-0-0 1-3-03-9-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.15 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.05 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=79(LC 10) Max Uplift 4=-4(LC 7), 5=-39(LC 10) Max Grav 4=53(LC 1), 7=224(LC 1), 5=93(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 3-0-0, Exterior(2E) 3-0-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T12 Truss Type Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237643 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-siaohidXCjpAXRMvj9p_8AGCzY3DM0jvvs0Jahy9LHZ Scale = 1:31.1 1 2 3 4 5 10 9 8 7 6 11 12 4x6 4x6 3x4 2x4 3x4 3x4 3x8 3x4 2x4 4-7-34-7-3 10-3-135-8-10 14-11-04-7-3 -0-11-0 0-11-0 4-7-3 4-7-3 10-3-13 5-8-10 14-11-0 4-7-3 1-3-05-1-01-3-05-1-010.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [3:0-4-4,0-2-0], [4:0-4-4,0-2-0], [5:0-1-0,0-1-8] 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 0.41 0.22 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,5-6: 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=Mechanical Max Horz 10=104(LC 7) Max Grav 10=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=-612/66, 3-4=-407/83, 4-5=-611/62, 2-10=-611/72, 5-6=-542/44 BOT CHORD 7-8=-26/403 WEBS 2-8=-16/337, 5-7=-12/346 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 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) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T13 Truss Type Half Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237644 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-Kv8Av2eAz1x18bx6HsLDgNoRRySr5Up28Wlt77y9LHY Scale = 1:15.1 1 2 3 5 7 4 6 3x4 2x4 3x4 1-4-131-4-13 1-11-30-6-6 2-0-00-0-13 -0-11-0 0-11-0 1-4-13 1-4-13 2-0-0 0-7-3 1-3-02-5-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 6=Mechanical, 4=Mechanical Max Horz 7=40(LC 7) Max Uplift 6=-2(LC 10), 4=-21(LC 10) Max Grav 7=155(LC 1), 6=34(LC 3), 4=39(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) 6, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T14 Truss Type Common Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237645 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-o5hY6OfokL3umlWIqasSDbLYjMjIqtPCN9VQfZy9LHX Scale = 1:42.9 1 2 3 4 5 6 9 8 7 3x6 4x6 2x4 3x4 3x4 3x6 3x4 3x4 6-11-86-11-8 13-11-06-11-8 4-0-0 4-0-0 6-11-8 2-11-8 9-11-0 2-11-8 13-11-0 4-0-0 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [7:0-1-8,0-1-8], [9:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.37 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-5-8, 7=0-3-8 Max Horz 9=-139(LC 6) Max Grav 9=543(LC 1), 7=611(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-412/80, 3-4=-412/79, 5-7=-333/170 BOT CHORD 8-9=0/331, 7-8=0/331 WEBS 3-8=0/313, 2-9=-380/0, 4-7=-378/8 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-10-14, Exterior(2R) 3-10-14 to 10-0-2, Interior(1) 10-0-2 to 11-10-0, Exterior(2E) 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) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T15 Truss Type Common Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237646 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-o5hY6OfokL3umlWIqasSDbLT0MjmqwjCN9VQfZy9LHX Scale = 1:42.9 1 2 3 4 7 6 5 8 9 6x6 4x6 3x4 3x4 3x8 6x6 6-11-86-11-8 13-11-06-11-8 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-12], [3:0-3-4,0-1-12] 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 0.76 0.34 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=Mechanical, 5=0-3-8 Max Horz 7=-139(LC 6) Max Grav 7=543(LC 1), 5=611(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-533/73, 2-3=-541/77, 1-7=-482/63, 3-5=-551/92 BOT CHORD 6-7=-131/275 WEBS 2-6=0/273 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-8, Exterior(2R) 3-11-8 to 9-11-8, Interior(1) 9-11-8 to 11-10-0, Exterior(2E) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T16 Truss Type Common Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237647 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-HHFxKkgQVeBkOv5UOHNhmoueOm_RZIpLbpEzB?y9LHW Scale = 1:81.4 1 2 3 4 5 6 7 89 16 15 14 13 12 11 10 17 18 3x8 5x6 3x8 3x6 3x6 3x8 3x4 3x4 3x4 3x4 4x10 3x6 8x8 3x6 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 -0-11-0 0-11-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 36-10-0 0-11-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [8:0-3-8,Edge], [10:Edge,0-1-8], [11:0-1-12,0-1-8], [15:0-1-12,0-1-8], [16:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.69 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.06 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-11,4-15,2-15,8-11: 2x3 SPF No.2, 2-16: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS. (size)16=0-5-8, 10=0-3-8 Max Horz 16=-249(LC 8) Max Uplift 16=-3(LC 10), 10=-3(LC 11) Max Grav 16=1491(LC 1), 10=1485(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1903/28, 4-5=-1383/115, 5-6=-1383/116, 6-8=-1916/27, 2-16=-1407/52, 8-10=-1401/51 BOT CHORD 15-16=-229/621, 13-15=-34/1465, 11-13=0/1476, 10-11=-101/466 WEBS 5-13=0/874, 6-13=-611/165, 6-11=0/300, 4-13=-599/164, 4-15=0/291, 2-15=0/1016, 8-11=0/1014 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 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) The Fabrication Tolerance at joint 8 = 16% 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, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T17 Truss Type Common Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237648 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-lUpJX4g2GyJb?3ggy?uwI0QomAKdIkMUqT_XjSy9LHV Scale = 1:77.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x6 5x6 3x6 3x6 3x6 3x8 3x4 3x4 3x4 3x4 4x6 4x6 5x6 3x6 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [7:Edge,0-1-4], [8:Edge,0-2-0], [9:0-1-8,0-1-8], [13:0-1-8,0-1-8], [14:0-3-0,0-1-8] 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 0.81 0.70 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.05 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,5-11,3-11: 2x4 SPF No.2, 1-14: 2x6 SPF No.2 7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-11 REACTIONS. (size)14=0-5-8, 8=Mechanical Max Horz 14=-236(LC 6) Max Grav 14=1422(LC 1), 8=1422(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1904/27, 3-4=-1388/116, 4-5=-1389/116, 5-7=-1916/26, 1-14=-1338/38, 7-8=-1337/38 BOT CHORD 13-14=-197/489, 11-13=-44/1475, 9-11=0/1486, 8-9=-48/335 WEBS 4-11=-0/887, 5-11=-620/167, 5-9=0/295, 3-11=-609/167, 3-13=0/286, 1-13=0/1150, 7-9=0/1156 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-9-4, Exterior(2E) 32-9-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T18 Truss Type Common Qty 3 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237649 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-DgNhkQhg1GRSdDEtWiP9rDzzWZfr1Bae37j4Guy9LHU Scale = 1:77.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x6 5x6 3x6 4x6 3x6 3x8 3x4 3x4 3x4 3x4 5x6 4x6 5x6 3x6 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-4], [7:Edge,0-1-4], [8:Edge,0-2-0], [9:0-1-8,0-1-8], [13:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.70 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.05 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,5-11,3-11: 2x4 SPF No.2, 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-11 REACTIONS. (size)14=Mechanical, 8=Mechanical Max Horz 14=235(LC 7) Max Grav 14=1425(LC 1), 8=1425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1922/25, 3-4=-1394/116, 4-5=-1394/116, 5-7=-1922/25, 1-14=-1341/38, 7-8=-1341/37 BOT CHORD 13-14=-196/492, 11-13=-45/1490, 9-11=0/1490, 8-9=-48/335 WEBS 4-11=-1/895, 5-11=-620/167, 5-9=0/295, 3-11=-620/167, 3-13=0/295, 1-13=0/1161, 7-9=0/1161 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-9-4, Exterior(2E) 32-9-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T19 Truss Type Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237650 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-hsx3yliIoZZJFMp33QwONRW8sz?9mehnInTeoKy9LHT Scale = 1:79.4 1 2 3 4 5 6 7 8 16 15 14 1312 11 10 9 17 18 19 20 3x6 6x16 3x6 4x6 3x6 3x4 3x4 3x4 3x4 3x4 3x4 5x6 4x6 5x6 3x6 8-10-38-10-3 17-5-148-7-11 18-5-20-11-4 27-0-138-7-11 35-11-08-10-3 8-10-3 8-10-3 17-5-14 8-7-11 18-5-2 0-11-4 27-0-13 8-7-11 35-11-0 8-10-3 1-1-012-8-151-1-012-8-158.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-4], [4:0-8-0,0-1-15], [8:Edge,0-1-4], [9:Edge,0-3-8], [10:0-1-8,0-1-8], [15:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.69 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.05 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,6-10,1-15,8-10: 2x3 SPF No.2, 1-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-8 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-12 REACTIONS. (size)16=Mechanical, 9=Mechanical Max Horz 16=230(LC 7) Max Grav 16=1425(LC 1), 9=1425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1926/12, 3-4=-1411/101, 4-5=-1042/104, 5-6=-1411/101, 6-8=-1926/12, 1-16=-1343/36, 8-9=-1343/35 BOT CHORD 15-16=-191/468, 13-15=-42/1496, 12-13=0/1042, 10-12=0/1496, 9-10=-44/317 WEBS 3-15=0/288, 3-13=-612/166, 4-13=-47/471, 5-12=-47/471, 6-12=-612/166, 6-10=0/288, 1-15=0/1185, 8-10=0/1185 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 13-2-15, Exterior(2R) 13-2-15 to 22-8-1, Interior(1) 22-8-1 to 32-9-4, Exterior(2E) 32-9-4 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) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T20 Truss Type Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237651 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-93VR95jwYthAtWOFd7Rdwe2KCNNKV5TxWRCBKny9LHS Scale = 1:71.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 3x6 5x8 5x6 3x6 3x4 3x6 3x4 3x6 3x4 3x8 3x4 3x6 5x6 3x4 5x6 3x6 7-7-37-7-3 14-11-147-4-11 20-11-25-11-4 28-3-137-4-11 35-11-07-7-3 7-7-3 7-7-3 14-11-14 7-4-11 20-11-2 5-11-4 28-3-13 7-4-11 35-11-0 7-7-3 1-1-011-0-151-1-011-0-158.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-5-12,0-2-0], [5:0-3-12,0-2-0], [8:Edge,0-1-12], [9:Edge,0-1-8], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.57 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.21 0.05 (loc) 14-15 14-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,4-12,5-12: 2x4 SPF No.2, 1-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-3 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-12, 6-12 REACTIONS. (size)16=Mechanical, 9=Mechanical Max Horz 16=200(LC 7) Max Grav 16=1425(LC 1), 9=1425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1930/0, 3-4=-1533/76, 4-5=-1165/99, 5-6=-1534/76, 6-8=-1930/0, 1-16=-1353/17, 8-9=-1353/17 BOT CHORD 15-16=-177/379, 14-15=-19/1514, 12-14=0/1165, 10-12=0/1514 WEBS 3-14=-484/140, 4-14=-10/457, 5-12=0/457, 6-12=-483/140, 1-15=0/1275, 8-10=0/1274 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 10-8-15, Exterior(2R) 10-8-15 to 25-2-1, Interior(1) 25-2-1 to 32-9-4, Exterior(2E) 32-9-4 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) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T21 Truss Type Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237652 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-dF3qNRkZJBp1UgzSBrzsTsbZxnfkEWV4l5yktDy9LHR Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 3x6 5x6 5x6 3x6 3x4 3x8 MT18HS 3x4 3x6 3x8 3x4 3x8 3x4 3x6 5x6 3x4 5x6 3x8 MT18HS 6-4-36-4-3 12-5-146-1-11 23-5-210-11-4 29-6-136-1-11 35-11-06-4-3 6-4-3 6-4-3 12-5-14 6-1-11 17-11-8 5-5-10 23-5-2 5-5-10 29-6-13 6-1-11 35-11-0 6-4-3 1-1-09-4-151-1-09-4-158.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-4-4,0-2-4], [6:0-4-4,0-2-4], [9:Edge,0-1-12], [10:Edge,0-1-8], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.81 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.65 0.06 (loc) 13-14 13-14 10 l/defl >999 >654 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 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* 5-14,5-13: 2x4 SPF No.2, 1-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-11 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 5-13 REACTIONS. (size)17=Mechanical, 10=Mechanical Max Horz 17=-170(LC 6) Max Grav 17=1425(LC 1), 10=1425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1909/3, 3-4=-1663/60, 4-5=-1294/82, 5-6=-1294/82, 6-7=-1663/60, 7-9=-1909/0, 1-17=-1357/2, 9-10=-1357/2 BOT CHORD 16-17=-146/305, 14-16=0/1512, 13-14=0/1396, 11-13=0/1512 WEBS 3-14=-330/134, 4-14=0/547, 5-14=-313/133, 5-13=-313/133, 6-13=0/547, 7-13=-330/133, 1-16=0/1326, 9-11=0/1326 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-2-15, Exterior(2R) 8-2-15 to 16-8-13, Interior(1) 16-8-13 to 19-2-3, Exterior(2R) 19-2-3 to 27-8-1, Interior(1) 27-8-1 to 32-9-4, Exterior(2E) 32-9-4 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) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T22 Truss Type Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237653 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-5RcCankB4Uxu6qYelYU5?38fzB?7zypE_lhIPfy9LHQ Scale = 1:63.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 3x4 5x6 3x8 5x6 3x4 3x6 3x8 3x6 2x4 3x8 3x8 3x6 4x6 4x6 3x6 9-11-149-11-14 17-11-87-11-10 25-11-27-11-10 35-11-09-11-14 5-1-3 5-1-3 9-11-14 4-10-11 17-11-8 7-11-10 25-11-2 7-11-10 30-9-13 4-10-11 35-11-0 5-1-3 1-1-07-8-151-1-07-8-158.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-4-4,0-2-4], [6:0-4-4,0-2-4], [7:0-2-8,0-1-8], [9:Edge,0-2-0], [15: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 0.78 0.80 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.51 0.09 (loc) 9-10 14-15 9 l/defl >999 >837 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,4-10: 2x4 SPF No.2, 1-15,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-5 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-10, 2-15, 7-9 REACTIONS. (size)15=Mechanical, 9=Mechanical Max Horz 15=-140(LC 8) Max Grav 15=1425(LC 1), 9=1425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-360/13, 2-3=-1767/28, 3-4=-1409/50, 4-6=-1409/51, 6-7=-1767/28, 7-8=-359/13, 1-15=-298/28, 8-9=-297/28 BOT CHORD 14-15=-54/1456, 12-14=-6/1766, 10-12=-6/1766, 9-10=0/1456 WEBS 3-14=0/592, 4-14=-577/109, 4-12=0/267, 4-10=-577/109, 6-10=0/593, 2-15=-1600/14, 7-9=-1601/14 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-8-15, Exterior(2R) 5-8-15 to 14-2-13, Interior(1) 14-2-13 to 21-8-3, Exterior(2R) 21-8-3 to 30-2-1, Interior(1) 30-2-1 to 32-9-4, Exterior(2E) 32-9-4 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) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T23 Truss Type Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237654 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-ZeAao7lpro3lk_7qIF?KYHgrJaItiOQNCPRrx5y9LHP Scale = 1:63.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 5x6 5x8 3x6 5x8 5x6 3x4 3x8 MT18HS3x8 3x4 3x4 3x4 3x8 3x4 3x8 MT18HS 7-5-147-5-14 17-11-810-5-10 28-5-210-5-10 35-11-07-5-14 7-5-14 7-5-14 14-5-10 6-11-12 21-5-6 6-11-12 28-5-2 6-11-12 35-11-0 7-5-14 1-1-06-0-151-1-06-0-158.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-5-8,0-1-12], [6:0-5-8,0-1-12], [7:Edge,0-1-8], [8:Edge,0-3-8], [9:0-2-0,0-1-8], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.96 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.49 0.08 (loc) 11-13 11-13 8 l/defl >999 >867 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 133 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-4,4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-11 max.): 2-6. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-9 REACTIONS. (size)14=Mechanical, 8=Mechanical Max Horz 14=110(LC 7) Max Grav 14=1425(LC 1), 8=1425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1919/6, 2-3=-1503/25, 3-5=-2207/7, 5-6=-1503/25, 6-7=-1919/0, 1-14=-1361/2, 7-8=-1361/2 BOT CHORD 13-14=-108/344, 11-13=-77/2141, 9-11=-53/2141, 8-9=-68/276 WEBS 2-13=0/626, 3-13=-900/126, 3-11=0/252, 5-11=0/252, 5-9=-900/126, 6-9=0/626, 1-13=-26/1224, 7-9=-29/1224 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 11-8-13, Interior(1) 11-8-13 to 24-2-3, Exterior(2R) 24-2-3 to 32-9-4, Exterior(2E) 32-9-4 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) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T24 Truss Type Half Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237655 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-ZeAao7lpro3lk_7qIF?KYHgyvaVOiX_NCPRrx5y9LHP Scale = 1:24.3 1 2 3 7 6 8 4 5 4x6 3x4 3x4 2x4 2-0-1 2-0-1 3-7-3 1-7-2 3-11-4 0-4-1 4-0-2 0-0-14 -0-11-0 0-11-0 3-7-3 3-7-3 4-0-2 0-4-15 1-3-04-3-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.16 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.04 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=93(LC 10) Max Uplift 4=-56(LC 17), 5=-136(LC 10) Max Grav 4=79(LC 10), 7=225(LC 1), 5=204(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-172/279 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, Exterior(2R) 2-1-0 to 3-7-3, Exterior(2E) 3-7-3 to 3-11-6 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=136. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T25 Truss Type Half Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237656 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-2qky?TmRc6BcL8i1szWZ4UD84_rtR??WR3APTYy9LHO Scale = 1:19.2 1 2 3 7 6 8 4 5 4x6 3x4 3x4 2x4 2-4-152-4-15 3-11-61-6-7 4-0-20-0-12 -0-11-0 0-11-0 2-4-15 2-4-15 4-0-2 1-7-3 1-3-03-3-110.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.15 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.05 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=65(LC 10) Max Uplift 4=-15(LC 7), 5=-13(LC 10) Max Grav 4=76(LC 1), 7=225(LC 1), 5=68(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 2-4-15, Exterior(2E) 2-4-15 to 3-11-6 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T26 Truss Type Half Hip Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237657 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-W0IKCpn3NPKTzHHDQg1odimJlOBjAS4ggjwy0_y9LHN Scale = 1:12.4 1 2 3 6 5 44x6 2x4 3x4 2x4 2-0-12-0-1 3-11-51-11-4 4-0-20-0-13 -0-11-0 0-11-0 0-9-11 0-9-11 4-0-2 3-2-6 1-3-01-11-110.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [5: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-P 0.17 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=36(LC 7) Max Uplift 4=-23(LC 6) Max Grav 4=83(LC 1), 6=226(LC 1), 5=87(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 3-11-6 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss T27 Truss Type Common Qty 2 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237658 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:09:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-_CsjQ9nh8jSKbRsP_OY1AvIHooPxvgkpvNfVYQy9LHM Scale = 1:77.3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x6 6x8 3x6 3x6 3x4 2x4 3x4 2x4 3x4 5x10 MT18HS 3x4 5x10 MT18HS 3x4 3x4 3x6 12-0-812-0-8 23-10-811-10-0 35-11-012-0-8 -1-0-0 1-0-0 4-0-0 4-0-0 9-1-0 5-1-0 17-11-8 8-10-8 26-10-0 8-10-8 31-11-0 5-1-0 35-11-0 4-0-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-2-8], [11:Edge,0-1-8], [16: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-AS 0.98 0.62 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.59 0.06 (loc) 15-16 11-12 11 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 144 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-12,5-15,3-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS. (size)16=0-5-8, 11=0-3-8 Max Horz 16=244(LC 7) Max Uplift 16=-3(LC 10) Max Grav 16=1495(LC 1), 11=1424(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-536/0, 3-5=-1790/50, 5-6=-1683/137, 6-7=-1686/138, 7-9=-1793/50, 9-10=-541/0, 2-16=-410/73, 10-11=-342/40 BOT CHORD 15-16=-62/1430, 12-15=0/1011, 11-12=0/1434 WEBS 6-12=-91/684, 7-12=-413/245, 6-15=-91/678, 5-15=-408/245, 3-16=-1473/35, 9-11=-1471/55 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-7-2, Interior(1) 2-7-2 to 14-4-6, Exterior(2R) 14-4-6 to 21-6-10, Interior(1) 21-6-10 to 32-0-0, Exterior(2E) 32-0-0 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237659 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-wb_TrqpygKi1ql?o5pbVFKNgGb01Ngt6Mh8ccJy9LHK Scale = 1:62.3 12 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 3738 39 40 41 42 43 44 45 46 47 48 5x8 3x6 5x8 5x12 4x6 4x6 5x10 MT18HS2x4 5x8 2x4 2x4 3x8 2x4 5x8 2x4 5x10 MT18HS 5x12 4x6 4x6 5-3-05-3-0 11-7-146-4-14 17-11-86-3-10 24-3-26-3-10 30-8-06-4-14 35-11-05-3-0 -0-11-0 0-11-0 5-3-0 5-3-0 11-7-14 6-4-14 17-11-8 6-3-10 24-3-2 6-3-10 30-8-0 6-4-14 35-11-0 5-3-0 36-10-0 0-11-0 1-1-04-7-01-1-04-7-08.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-4], [9:0-6-4,0-2-4], [14:0-1-8,0-2-8], [18:0-3-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.90 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.44 0.11 (loc) 16 16 11 l/defl >999 >975 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 174 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-18,6-18,6-14,9-14: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-3-11, Right 2x6 SPF No.2 3-3-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except 2-0-0 oc purlins (3-2-4 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 7-5-12 oc bracing. REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=75(LC 26) Max Uplift 2=-368(LC 5), 11=-377(LC 4) Max Grav 2=2060(LC 1), 11=2036(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2857/588, 4-5=-3864/869, 5-6=-3863/869, 6-8=-3866/884, 8-9=-3867/884, 9-11=-2833/606 BOT CHORD 2-19=-499/2181, 18-19=-496/2186, 16-18=-979/4366, 14-16=-979/4366, 13-14=-438/2184, 11-13=-441/2179 WEBS 4-19=0/267, 4-18=-495/2026, 5-18=-559/299, 6-18=-615/151, 6-16=0/346, 6-14=-619/147, 8-14=-564/303, 9-14=-500/2048, 9-13=0/274 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=368, 11=377. 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. Continued on page 2 December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237659 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:01 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-wb_TrqpygKi1ql?o5pbVFKNgGb01Ngt6Mh8ccJy9LHK NOTES-(11-12) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 62 lb up at 2-0-12, 33 lb down and 31 lb up at 4-0-12, 80 lb down and 84 lb up at 5-3-0, 86 lb down and 82 lb up at 7-3-12, 86 lb down and 82 lb up at 9-3-12, 86 lb down and 82 lb up at 11-3-12, 86 lb down and 82 lb up at 13-3-12, 86 lb down and 82 lb up at 15-3-12, 86 lb down and 82 lb up at 17-3-12, 86 lb down and 82 lb up at 19-3-12, 86 lb down and 82 lb up at 21-3-12, 86 lb down and 82 lb up at 23-3-12, 86 lb down and 82 lb up at 25-3-12, 86 lb down and 82 lb up at 27-3-12, and 86 lb down and 82 lb up at 29-3-12, and 80 lb down and 84 lb up at 30-8-0 on top chord, and 37 lb down at 2-0-12, 69 lb down and 59 lb up at 4-0-12, 35 lb down at 5-3-12, 35 lb down at 7-3-12, 35 lb down at 9-3-12, 35 lb down at 11-3-12, 35 lb down at 13-3-12, 35 lb down at 15-3-12, 35 lb down at 17-3-12, 35 lb down at 19-3-12, 35 lb down at 21-3-12, 35 lb down at 23-3-12, 35 lb down at 25-3-12, 35 lb down at 27-3-12, 35 lb down at 29-3-12, 35 lb down at 30-7-4, and 69 lb down and 59 lb up at 31-10-4, and 44 lb down and 21 lb up at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 9-12=-60, 2-11=-20 Concentrated Loads (lb) Vert: 4=-40(B) 7=-40(B) 9=-40(B) 19=-22(B) 13=-22(B) 20=-37(B) 21=-9(B) 22=-40(B) 23=-40(B) 24=-40(B) 25=-40(B) 26=-40(B) 27=-40(B) 28=-40(B) 29=-40(B) 30=-40(B) 31=-40(B) 32=-40(B) 33=-24(B) 34=-69(B) 35=-22(B) 36=-22(B) 37=-22(B) 38=-22(B) 39=-22(B) 40=-22(B) 41=-22(B) 42=-22(B) 43=-22(B) 44=-22(B) 45=-22(B) 46=-22(B) 47=-69(B) 48=-25(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 25_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237660 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-OnYr2AqaRequSva_fW6knYw?b?ZE6GXFbLu99ly9LHJ Scale = 1:14.9 1 2 3 6 4 7 5 3x4 2x4 2x4 1-4-131-4-13 4-0-02-7-3 -0-11-0 0-11-0 1-4-13 1-4-13 4-0-0 2-7-3 1-3-02-5-02-1-82-5-010.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=39(LC 5) Max Uplift 4=-32(LC 5), 6=-17(LC 8) Max Grav 4=97(LC 1), 6=221(LC 1), 5=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 57 lb up at 1-4-13 on top chord, and 16 lb down and 11 lb up at 1-4-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=5(F) December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Common Girder Qty 1 Ply 2 25 Estates at Towne Meadow Job Reference (optional) I49237661 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-s_5DGWqCCyyl339ADDdzKlT2kPp3rWDPp?djhBy9LHI Scale = 1:41.3 1 2 3 4 5 6 10 9 8 7111213 14 15 4x6 4x6 6x16 5x6 4x6 8x8 3x4 3x6 3x4 8x8 3-5-03-5-0 6-7-83-2-8 9-10-03-2-8 13-3-03-5-0 3-5-0 3-5-0 6-7-8 3-2-8 9-10-0 3-2-8 13-3-0 3-5-0 1-3-06-9-41-3-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-1-8,0-1-8], [4:0-0-12,0-1-8], [6:0-10-7,Edge], [7:0-3-12,0-1-8], [8:0-4-0,0-4-8], [9:0-3-8,0-4-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.48 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 2-4-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 10=0-5-8 Max Horz 10=-123(LC 4) Max Grav 6=5210(LC 1), 10=4263(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4458/0, 2-3=-3616/0, 3-4=-3589/0, 4-6=-4807/0, 1-10=-3818/0 BOT CHORD 9-10=-25/342, 8-9=0/3362, 7-8=0/3489, 6-7=0/3489 WEBS 3-8=0/4279, 4-8=-1134/0, 4-7=0/1747, 2-8=-940/0, 2-9=0/1109, 1-9=0/3179 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1404 lb down at 2-4-12, 1404 lb down at 4-4-12, 1404 lb down at 6-4-12, 1404 lb down at 8-4-12, and 1404 lb down at 10-4-12, and 1405 lb down at 12-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Common Girder Qty 1 Ply 2 25 Estates at Towne Meadow Job Reference (optional) I49237661 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:03 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-s_5DGWqCCyyl339ADDdzKlT2kPp3rWDPp?djhBy9LHI LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-10=-20 Concentrated Loads (lb) Vert: 8=-1404(B) 11=-1404(B) 12=-1404(B) 13=-1404(B) 14=-1404(B) 15=-1405(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 25_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237662 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-KAfcTsrqzF4chCkNmx8Ctz?L5pEhaA0Y2fNGDey9LHH Scale = 1:14.9 1 2 3 6 7 4 8 9 5 3x4 2x4 2x4 1-4-131-4-13 3-11-42-6-7 4-0-00-0-12 -0-11-0 0-11-0 1-4-13 1-4-13 4-0-0 2-7-3 1-3-02-5-010.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=39(LC 5) Max Uplift 4=-47(LC 5), 6=-22(LC 8), 5=-1(LC 8) Max Grav 4=97(LC 1), 6=221(LC 1), 5=81(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 57 lb up at 1-4-13, and 44 lb down and 32 lb up at 3-5-9 on top chord, and 16 lb down and 11 lb up at 1-4-13, and 15 lb down and 11 lb up at 3-5-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 8=5(B) 9=-1(B) December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237663 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-pMD_gCsSkZCTJMJZKefRPAYMWDMaJTRiHJ6ql4y9LHG Scale = 1:45.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 4x8 4x6 4x6 4x6 3x4 4x6 4x6 4x8 3x4 3x4 5x6 2x4 4x6 5x8 6-2-66-2-6 8-8-102-6-3 11-11-03-2-6 22-3-010-4-0 25-3-03-0-0 -0-11-0 0-11-0 6-2-6 6-2-6 8-8-10 2-6-3 11-11-0 3-2-6 17-1-0 5-2-0 22-3-0 5-2-0 25-3-0 3-0-0 26-2-0 0-11-0 1-3-03-9-06-5-01-3-06-5-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-4], [3:0-6-4,0-2-0], [4:0-4-4,0-2-0], [5:0-3-0,0-1-12], [7:0-4-4,0-2-0], [8:0-2-14,0-2-0], [11:0-1-8,0-2-8], [14:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.99 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.36 0.04 (loc) 11-12 11-12 10 l/defl >999 >837 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-7 max.): 3-4, 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-11 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=132(LC 7) Max Uplift 10=-106(LC 9) Max Grav 16=1268(LC 1), 10=1485(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1413/36, 3-4=-1188/73, 4-5=-1586/62, 5-6=-2706/0, 6-7=-1267/68, 7-8=-1666/60, 2-16=-1203/21, 8-10=-1569/55 BOT CHORD 15-16=-138/341, 14-15=-1/985, 12-14=0/2693, 11-12=-113/2351 WEBS 3-14=-74/603, 4-14=-29/825, 5-14=-2159/6, 5-12=0/389, 6-12=0/478, 6-11=-1307/141, 7-11=0/752, 2-15=0/764, 8-11=0/1269 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) 10=106. 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) 113 lb down and 60 lb up at 14-11-12, 80 lb down and 66 lb up at 16-2-4, 80 lb down and 66 lb up at 18-2-4, and 80 lb down and 66 lb up at 20-2-4, and 80 lb down and 68 lb up at 22-3-0 on top chord, and 284 lb down at 14-11-12, 32 lb down at 16-2-4, 32 lb down at 18-2-4, 32 lb down at 20-2-4, and 32 lb down at 22-2-4, and 42 lb down and 28 lb up at 23-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237663 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:05 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-pMD_gCsSkZCTJMJZKefRPAYMWDMaJTRiHJ6ql4y9LHG 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: 7=-40(B) 11=-22(B) 17=-73(B) 18=-40(B) 19=-40(B) 20=-40(B) 21=-284(B) 22=-22(B) 23=-22(B) 24=-22(B) 25=-21(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 25_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 25 Estates at Towne Meadow Job Reference (optional) I49237664 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-llLk5uujFASBYgTyS3ivUbdi408QnI9?kdbwqzy9LHE Scale = 1:55.8 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019202122232425 6x10 6x18 MT18HS 10x10 8x14 MT18HS 5x10 MT18HS 6x18 MT18HS 3x4 8x8 12x12 3x6 2x4 8x8 3x6 8x10 5x8 3x8 MT18HS 6x10 3-10-03-10-0 7-5-83-7-8 10-8-103-3-2 14-2-63-5-12 17-6-143-4-8 21-0-103-5-12 25-3-04-2-6 3-10-0 3-10-0 7-5-8 3-7-8 10-8-10 3-3-2 14-2-6 3-5-12 17-6-14 3-4-8 21-0-10 3-5-12 25-3-0 4-2-6 26-2-0 0-11-0 1-3-04-9-07-5-91-3-04-9-010.00 12 Plate Offsets (X,Y)-- [1:0-4-12,0-2-12], [2:0-1-8,0-1-8], [4:0-5-4,Edge], [6:0-4-0,0-1-12], [7:Edge,0-2-11], [8:0-5-0,0-2-8], [10:0-4-0,0-2-0], [11:0-3-0,0-4-4], [12:0-4-4,0-1-8], [13:0-4-0,0-4-4], [14:0-4-8,0-1-8], [17:0-3-8,0-4-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.58 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.43 0.07 (loc) 13-14 13-14 10 l/defl >999 >685 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 322 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-17,2-16,4-13,6-13,6-11: 2x4 SPF-S Stud, 3-16: 2x4 SPF 2100F 1.8E 1-18,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-4 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-11 REACTIONS. (size)18=0-3-8 (req. 0-4-0), 10=0-3-8 Max Horz 18=-146(LC 4) Max Grav 18=9597(LC 1), 10=8473(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9901/0, 2-3=-9421/0, 3-4=-9378/0, 4-5=-13688/0, 5-6=-13687/0, 6-7=-7814/0, 7-8=-10026/0, 1-18=-8309/0, 8-10=-8364/0 BOT CHORD 17-18=0/906, 16-17=0/7529, 14-16=0/13497, 13-14=0/13566, 12-13=0/11750, 11-12=0/11750, 10-11=0/499 WEBS 2-17=0/548, 2-16=-519/0, 3-16=0/11667, 4-16=-10476/0, 4-14=0/2067, 6-13=0/3171, 6-12=0/2529, 6-11=-6497/0, 7-11=0/6122, 1-17=0/6884, 8-11=0/7325 NOTES-(13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 16-4 2x4 - 1 row at 0-7-0 oc, member 11-6 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 7 = 4% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) WARNING: Required bearing size at joint(s) 18 greater than input bearing size. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 25 Estates at Towne Meadow Job Reference (optional) I49237664 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:07 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-llLk5uujFASBYgTyS3ivUbdi408QnI9?kdbwqzy9LHE NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1404 lb down at 1-4-12, 1402 lb down at 3-4-12, 1405 lb down at 5-4-12, 1405 lb down at 7-4-12, 1405 lb down at 9-4-12, 1405 lb down at 11-4-12, 1405 lb down at 13-4-12, 1405 lb down at 15-4-12, 1405 lb down at 17-4-12, and 1405 lb down at 19-4-12, and 1972 lb down and 500 lb up at 21-2-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-7=-60, 7-8=-60, 8-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 15=-1405(F) 16=-1405(F) 12=-1405(F) 11=-1972(F) 19=-1404(F) 20=-1402(F) 21=-1405(F) 22=-1405(F) 23=-1405(F) 24=-1405(F) 25=-1405(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 25_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type Half Hip Girder Qty 3 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237665 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-Dxv6JEuL0Ua2Aq28?nD81pA0qQbVWz08zHLUMPy9LHD Scale = 1:17.5 1 2 3 6 4 7 8 5 3x4 2x4 2x4 2-9-02-9-0 3-11-41-2-4 4-0-00-0-12 -0-11-0 0-11-0 4-0-0 4-0-0 1-1-02-11-08.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.04 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=55(LC 8) Max Uplift 4=-46(LC 8), 6=-16(LC 8), 5=-8(LC 8) Max Grav 4=100(LC 1), 6=223(LC 1), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 42 lb up at 2-9-0 on top chord, and 15 lb down and 14 lb up at 2-0-12, and 15 lb down and 17 lb up at 2-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=2(F) 8=1(F) December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type Hip Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237666 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-h8TVWZvznoivn_dKZUkNZ0j9IqxNFLEHCx41ury9LHC Scale = 1:26.3 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 4x8 4x8 3x4 2x4 4x6 3x4 3x8 2x4 3x4 3x4 2x4 3-0-03-0-0 7-5-84-5-8 11-11-04-5-8 14-11-03-0-0 -0-11-0 0-11-0 3-0-0 3-0-0 7-5-8 4-5-8 11-11-0 4-5-8 14-11-0 3-0-0 1-3-03-9-01-3-03-9-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-6-4,0-2-0], [5:0-6-4,0-2-0], [6:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.34 0.17 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-1 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Horz 12=79(LC 5) Max Uplift 12=-120(LC 8), 7=-96(LC 9) Max Grav 12=871(LC 1), 7=782(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-843/137, 3-4=-941/157, 4-5=-941/157, 5-6=-821/125, 2-12=-837/125, 6-7=-747/101 BOT CHORD 9-11=-130/599, 8-9=-91/587 WEBS 3-9=-89/440, 4-9=-410/182, 5-9=-101/460, 2-11=-108/590, 6-8=-99/565 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) 7 except (jt=lb) 12=120. 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) 75 lb down and 68 lb up at 3-0-0, 79 lb down and 66 lb up at 3-10-4, 80 lb down and 66 lb up at 5-10-4, 80 lb down and 66 lb up at 7-10-4, and 80 lb down and 66 lb up at 9-10-4, and 75 lb down and 68 lb up at 11-11-0 on top chord, and 42 lb down and 28 lb up at 2-0-12, 32 lb down at 3-0-12, 32 lb down at 3-10-4, 32 lb down at 5-10-4, 32 lb down at 7-10-4, 32 lb down at 9-10-4, and 32 lb down at 11-10-4, and 42 lb down and 28 lb up at 12-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type Hip Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237666 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:09 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-h8TVWZvznoivn_dKZUkNZ0j9IqxNFLEHCx41ury9LHC 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, 7-12=-20 Concentrated Loads (lb) Vert: 3=-40(B) 5=-40(B) 11=-22(B) 8=-22(B) 13=-40(B) 14=-40(B) 15=-40(B) 16=-40(B) 17=-21(B) 18=-22(B) 19=-22(B) 20=-22(B) 21=-22(B) 22=-21(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 25_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type Half Hip Girder Qty 2 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237667 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-9K1tkvwbY5qmP8BW7CFc6EFO4DIx_tVRQbqbRIy9LHB Scale = 1:15.1 1 2 3 5 7 4 8 6 3x4 2x4 2x4 1-4-131-4-13 1-11-30-6-6 2-0-00-0-13 -0-11-0 0-11-0 1-4-13 1-4-13 2-0-0 0-7-3 1-3-02-5-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 6=Mechanical, 4=Mechanical Max Horz 7=39(LC 5) Max Uplift 6=-3(LC 8), 4=-24(LC 5) Max Grav 7=153(LC 1), 6=36(LC 3), 4=38(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 29 lb up at 1-4-13 on top chord, and 9 lb down and 4 lb up at 1-4-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-20, 6-7=-20 Concentrated Loads (lb) Vert: 8=4(F) December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 25 Estates at Towne Meadow Job Reference (optional) I49237668 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-5j8d8bxr4j4UeRLvEcH4BfLXM1m8SbwkuuJhVAy9LH9 Scale = 1:46.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 5x8 7x16 MT18HS 10x16 MT18HS 5x8 4x6 6x18 MT18HS8x8 8x16 2x4 4x10 3x6 6x6 12x12 3x4 4x6 10x10 2-0-02-0-0 4-8-92-8-9 7-3-152-7-5 10-0-82-8-9 15-0-04-11-8 18-4-83-4-8 21-11-83-7-0 2-0-0 2-0-0 4-8-9 2-8-9 7-3-15 2-7-5 10-0-8 2-8-9 15-0-0 4-11-8 18-4-8 3-4-8 21-11-8 3-7-0 22-10-8 0-11-0 1-3-02-11-07-0-91-3-02-11-010.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-8], [2:0-9-8,0-3-0], [4:0-5-0,0-1-12], [6:0-3-4,0-2-8], [7:0-1-8,0-1-8], [10:0-4-12,0-9-0], [11:0-2-0,0-1-8], [12:0-5-12,Edge], [13:0-3-0,0-4-4], [14:0-4-8,0-1-8], [16:0-5-12,0-4-8], [17:0-3-8,0-4-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.93 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.46 0.08 (loc) 12-13 12-13 10 l/defl >999 >559 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 293 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-2: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-16,4-16,4-13,5-12,6-12: 2x4 SPF 2100F 1.8E 1-18,8-10: 2x6 SPF No.2, 1-17,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-11 max.): 2-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size)18=0-5-8, 10=0-3-8 Max Horz 18=-138(LC 4) Max Grav 18=8115(LC 1), 10=7383(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7788/0, 2-3=-12570/0, 3-4=-12570/0, 4-5=-19064/0, 5-6=-8317/0, 6-7=-8283/0, 7-8=-8510/0, 1-18=-7961/0, 8-10=-7219/0 BOT CHORD 17-18=-19/431, 16-17=0/5899, 14-16=0/16953, 13-14=0/16953, 12-13=0/19027, 11-12=0/6361, 10-11=0/886 WEBS 2-17=-1303/0, 2-16=0/9031, 4-16=-6020/0, 4-14=0/2025, 4-13=0/2920, 5-13=0/706, 5-12=-14042/0, 6-12=0/10065, 7-12=-218/711, 7-11=-773/429, 1-17=0/6304, 8-11=0/5675 NOTES-(11-12) 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 12-5 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 25 Estates at Towne Meadow Job Reference (optional) I49237668 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:12 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-5j8d8bxr4j4UeRLvEcH4BfLXM1m8SbwkuuJhVAy9LH9 NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 87 lb up at 2-0-0, 60 lb down and 44 lb up at 4-0-12, and 60 lb down and 44 lb up at 6-0-12, and 74 lb down and 45 lb up at 7-11-12 on top chord, and 33 lb down at 2-0-0, 1405 lb down at 2-1-4, 19 lb down at 4-0-12, 1405 lb down at 4-1-4, 19 lb down at 6-0-12, 1405 lb down at 6-1-4, 332 lb down at 7-11-12, 1405 lb down at 8-1-4, 1405 lb down at 10-1-4, 1405 lb down at 12-1-4, 1405 lb down at 14-1-4, and 1405 lb down at 16-1-4, and 2079 lb down and 646 lb up at 17-10-10 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: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 8-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 2=-3(F) 15=-1410(F=-5, B=-1405) 17=-1409(F=-4, B=-1405) 13=-1405(B) 19=-3(F) 20=-3(F) 21=-34(F) 22=-1410(F=-5, B=-1405) 23=-1737(F=-332, B=-1405) 24=-1405(B) 25=-1405(B) 26=-1405(B) 27=-2079(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 25_ESTATES_AT_TOWNE_~W Truss TG11 Truss Type Hip Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237669 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-25GOZHz6cKLBulVIM1KYG4QurrS2wXw1LCooa3y9LH7 Scale = 1:61.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 455x12 4x6 4x6 5x8 3x6 5x8 5x12 4x6 4x6 5x10 MT18HS2x4 5x8 2x4 2x4 3x8 2x4 5x8 2x4 5x10 MT18HS 5-3-25-3-2 11-7-156-4-13 17-11-86-3-9 24-3-16-3-9 30-7-146-4-13 35-11-05-3-2 5-3-2 5-3-2 11-7-15 6-4-13 17-11-8 6-3-9 24-3-1 6-3-9 30-7-14 6-4-13 35-11-0 5-3-2 1-1-04-7-11-1-04-7-18.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-4], [8:0-6-4,0-2-4], [12:0-1-8,0-2-8], [16:0-3-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.90 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.44 0.11 (loc) 14 14 10 l/defl >999 >975 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-16,5-16,5-12,8-12: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-3-12, Right 2x6 SPF No.2 3-3-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except 2-0-0 oc purlins (3-1-15 max.): 3-8. BOT CHORD Structural wood sheathing directly applied or 6-4-5 oc bracing. REACTIONS. (size)1=Mechanical, 10=Mechanical Max Horz 1=-75(LC 25) Max Uplift 1=-626(LC 5), 10=-480(LC 4) Max Grav 1=2099(LC 1), 10=1992(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2879/857, 3-4=-3888/1224, 4-5=-3888/1224, 5-7=-3873/1212, 7-8=-3874/1212, 8-10=-2826/804 BOT CHORD 1-17=-719/2222, 16-17=-720/2228, 14-16=-1368/4384, 12-14=-1368/4384, 11-12=-595/2179, 10-11=-597/2175 WEBS 3-17=-30/277, 3-16=-656/2014, 4-16=-576/276, 5-16=-610/195, 5-14=0/359, 5-12=-633/218, 7-12=-580/280, 8-12=-709/2065, 8-11=0/278 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=626, 10=480. 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 December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss TG11 Truss Type Hip Girder Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237669 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:14 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-25GOZHz6cKLBulVIM1KYG4QurrS2wXw1LCooa3y9LH7 NOTES-(12-13) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 38 lb up at 3-9-12, 80 lb down and 77 lb up at 5-3-2, 85 lb down and 75 lb up at 7-3-14, 85 lb down and 75 lb up at 9-3-14, 85 lb down and 75 lb up at 11-3-14, 85 lb down and 75 lb up at 13-3-14, 85 lb down and 75 lb up at 15-3-14, 85 lb down and 75 lb up at 17-3-14, 85 lb down and 75 lb up at 19-3-14, 85 lb down and 75 lb up at 21-3-14, 85 lb down and 75 lb up at 23-3-14, 85 lb down and 75 lb up at 25-3-14, 85 lb down and 75 lb up at 27-3-14, and 85 lb down and 75 lb up at 29-3-14, and 80 lb down and 77 lb up at 30-7-14 on top chord, and 165 lb down and 156 lb up at 1-9-12, 60 lb down and 48 lb up at 3-9-12, 39 lb down and 25 lb up at 5-3-14, 39 lb down and 25 lb up at 7-3-14, 39 lb down and 25 lb up at 9-3-14, 39 lb down and 25 lb up at 11-3-14, 39 lb down and 25 lb up at 13-3-14, 39 lb down and 25 lb up at 15-3-14, 39 lb down and 25 lb up at 17-3-14, 39 lb down and 25 lb up at 19-3-14, 39 lb down and 25 lb up at 21-3-14, 39 lb down and 25 lb up at 23-3-14, 39 lb down and 25 lb up at 25-3-14, 39 lb down and 25 lb up at 27-3-14, 39 lb down and 25 lb up at 29-3-14, 39 lb down and 25 lb up at 30-7-2, and 48 lb down and 33 lb up at 32-7-2, and 47 lb down at 34-7-2 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: 1-3=-60, 3-8=-60, 8-10=-60, 1-10=-20 Concentrated Loads (lb) Vert: 3=-45(F) 6=-45(F) 8=-45(F) 17=-19(F) 11=-19(F) 18=-11(F) 19=-45(F) 20=-45(F) 21=-45(F) 22=-45(F) 23=-45(F) 24=-45(F) 25=-45(F) 26=-45(F) 27=-45(F) 28=-45(F) 29=-45(F) 30=-163(F) 31=-60(F) 32=-19(F) 33=-19(F) 34=-19(F) 35=-19(F) 36=-19(F) 37=-19(F) 38=-19(F) 39=-19(F) 40=-19(F) 41=-19(F) 42=-19(F) 43=-19(F) 44=-48(F) 45=-45(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 25_ESTATES_AT_TOWNE_~W Truss V01 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237670 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-_UO8_z?M8xbv73fgTSM0MVVPoeMzOaLJpWHvexy9LH5 Scale = 1:72.8 1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 40 41 2x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-10-925-10-9 12-11-4 12-11-4 25-10-9 12-11-4 0-0-410-9-60-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.04 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 11-30: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-30, 10-31, 9-32, 12-29, 13-28 REACTIONS.All bearings 25-10-9. (lb) - Max Horz 1=-188(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 31, 32, 34, 35, 36, 37, 21, 38, 39, 29, 28, 27, 26, 25, 24, 23, 22 Max Grav All reactions 250 lb or less at joint(s) 1, 30, 31, 32, 34, 35, 36, 37, 21, 38, 39, 29, 28, 27, 26, 25, 24, 23, 22 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) 0-4-9 to 3-7-4, Interior(1) 3-7-4 to 9-11-4, Exterior(2R) 9-11-4 to 15-11-4, Interior(1) 15-11-4 to 22-3-4, Exterior(2E) 22-3-4 to 25-5-15 zone; cantilever left and right exposed ; end 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, 31, 32, 34, 35, 36, 37, 21, 38, 39, 29, 28, 27, 26, 25, 24, 23, 22. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V02 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237671 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-SgyWCJ?_vFjmlCEt1AtFui2Z02fQ7?pT1A0SBOy9LH4 Scale = 1:60.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-8-222-8-2 11-4-1 11-4-1 22-8-2 11-4-1 0-0-49-5-60-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.15 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 22-8-2. (lb) - Max Horz 1=-163(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 8 except 11=-104(LC 10), 9=-104(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=354(LC 17), 13=313(LC 17), 9=353(LC 18), 8=314(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-273/155, 5-9=-273/154 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) 0-4-13 to 3-4-1, Interior(1) 3-4-1 to 8-4-1, Exterior(2R) 8-4-1 to 14-4-1, Interior(1) 14-4-1 to 19-3-5, Exterior(2E) 19-3-5 to 22-3-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 8 except (jt=lb) 11=104, 9=104. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V03 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237672 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-wsVuPe0cgZrdMMp3btOURwbiuSzNsSOcGqm0jqy9LH3 Scale = 1:48.8 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 19-5-1219-5-12 9-8-14 9-8-14 19-5-12 9-8-14 0-0-48-1-60-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.30 0.20 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: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-9: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-5-12. (lb) - Max Horz 1=-139(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 8=-139(LC 10), 6=-138(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=485(LC 17), 6=482(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-348/186, 4-6=-343/184 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) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 6-8-14, Exterior(2R) 6-8-14 to 12-8-14, Interior(1) 12-8-14 to 16-0-14, Exterior(2E) 16-0-14 to 19-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 8 and 138 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V04 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237673 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-wsVuPe0cgZrdMMp3btOURwbkVS?EsTAcGqm0jqy9LH3 Scale = 1:41.1 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 16-3-516-3-5 8-1-11 8-1-11 16-3-5 8-1-11 0-0-46-9-60-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.18 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-3-5. (lb) - Max Horz 1=116(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-113(LC 10), 6=-113(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=381(LC 17), 6=381(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-290/156, 4-6=-290/156 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 5-1-11, Exterior(2R) 5-1-11 to 11-1-11, Interior(1) 11-1-11 to 12-11-2, Exterior(2E) 12-11-2 to 15-11-2 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=113, 6=113. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V05 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237674 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-O33Gd_1ERszU_WNF9bvjz77tIsMmbx5mVUVZFGy9LH2 Scale = 1:34.1 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-0-1513-0-15 6-6-7 6-6-7 13-0-15 6-6-8 0-0-45-5-60-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.10 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-0-15. (lb) - Max Horz 1=93(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=310(LC 17), 6=309(LC 18) 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) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 9-8-6, Exterior(2E) 9-8-6 to 12-8-6 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, 5, 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V06 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237675 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-sFdfqK2sBA5LcgyRiIQyWLg?OFe5KOivk8F6niy9LH1 Scale = 1:27.1 1 2 3 4 5 6 3x4 3x6 3x4 2x4 9-10-99-10-9 4-11-4 4-11-4 9-10-9 4-11-4 0-0-44-1-60-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-3-12,0-1-8], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.35 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-10-9, 3=9-10-9, 4=9-10-9 Max Horz 1=69(LC 7) Max Uplift 1=-5(LC 11), 3=-13(LC 11) Max Grav 1=189(LC 1), 3=189(LC 1), 4=366(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) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 6-7-1, Exterior(2E) 6-7-1 to 9-7-1 zone; cantilever left and right exposed ; end 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V07 Truss Type Valley Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237676 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-sFdfqK2sBA5LcgyRiIQyWLg23FXwKP_vk8F6niy9LH1 Scale = 1:19.0 1 2 3 2x4 2x4 2x4 0-0-50-0-5 6-8-26-7-13 3-4-1 3-4-1 6-8-2 3-4-1 0-0-42-9-60-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.81 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-7-9, 3=6-7-9 Max Horz 1=46(LC 7) Max Grav 1=244(LC 1), 3=244(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V08 Truss Type Valley Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237677 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-LRB11g2VyUDCEqXeG?yB3YDHef1C3sE2yo_gK9y9LH0 Scale = 1:10.0 1 2 3 2x4 2x4 2x4 0-0-50-0-5 3-5-123-5-7 1-8-14 1-8-14 3-5-12 1-8-14 0-0-41-5-60-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.16 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-2, 3=3-5-2 Max Horz 1=-22(LC 6) Max Grav 1=116(LC 1), 3=116(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V09 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237678 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-LRB11g2VyUDCEqXeG?yB3YD7TfyA3r52yo_gK9y9LH0 Scale = 1:35.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 2x4 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 19-3-119-3-1 2-3-0 2-3-0 10-3-8 8-0-8 13-7-12 3-4-5 19-3-1 5-7-5 0-0-41-10-84-8-10-0-41-10-810.00 12 Plate Offsets (X,Y)-- [1:0-1-13,0-1-0], [2:0-2-0,0-0-1], [6:0-3-13,0-2-0], [7:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.49 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 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, except 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-3-1. (lb) - Max Horz 1=-79(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 7=320(LC 1), 9=445(LC 23), 11=350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-317/125 WEBS 4-9=-387/130 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) 0-3-7 to 2-3-0, Exterior(2R) 2-3-0 to 5-3-0, Interior(1) 5-3-0 to 10-7-12, Exterior(2R) 10-7-12 to 15-11-10, Exterior(2E) 15-11-10 to 18-11-10 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, 7, 9, 11. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V10 Truss Type VALLEY Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237679 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-pelPF037jnL3r_6qqjTQbmlM93MzoISCBSkDsby9LH? Scale = 1:27.9 1 2 3 4 5 6 7 11 10 9 8 12 13 2x4 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-516-0-5 16-0-100-0-5 2-3-0 2-3-0 10-3-8 8-0-8 12-0-9 1-9-2 16-0-10 4-0-1 0-0-41-10-83-4-10-0-41-10-810.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-0-15], [5:0-1-12,0-1-0], [7:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.19 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 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, except 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-0-1. (lb) - Max Horz 1=-55(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9, 8, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=325(LC 23), 8=330(LC 1), 11=356(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-250/72, 3-11=-259/78 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) 0-3-7 to 2-3-0, Exterior(2R) 2-3-0 to 5-3-0, Interior(1) 5-3-0 to 10-3-8, Exterior(2R) 10-3-8 to 12-9-3, Exterior(2E) 12-9-3 to 15-9-3 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 8, 11. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V11 Truss Type Valley Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237680 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-HqJnSM4lU5TwT7h0OQ_f8zIc8TjvXmHLQ6TnO1y9LH_ Scale = 1:21.2 1 2 3 4 5 6 7 8 11 10 9 12 3x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 12-10-412-9-15 2-3-0 2-3-0 10-3-8 8-0-8 10-5-6 0-1-14 12-10-4 2-4-14 0-0-41-10-82-0-10-0-41-10-810.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-1], [6:0-2-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.12 0.09 0.03 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-9-10. (lb) - Max Horz 1=-31(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 10, 9, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 10, 9, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 2-3-0, Exterior(2R) 2-3-0 to 5-3-0, Interior(1) 5-3-0 to 10-3-8, Exterior(2R) 10-3-8 to 10-5-6, Exterior(2E) 10-5-6 to 12-5-10 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, 8, 10, 9, 11. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V12 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237681 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-HqJnSM4lU5TwT7h0OQ_f8zIZBTibXm1LQ6TnO1y9LH_ Scale = 1:17.9 1 2 3 4 5 7 6 2x4 2x4 2x4 2x4 4x6 2x4 2x4 9-7-139-7-13 2-3-0 2-3-0 7-4-14 5-1-14 9-7-13 2-3-0 0-0-41-10-80-0-41-10-810.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-1], [4:0-4-3,0-1-11] 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 0.31 0.17 0.04 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-7-13. (lb) - Max Horz 1=-30(LC 8) 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 except 6=266(LC 24), 7=322(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 2-3-0, Exterior(2R) 2-3-0 to 7-4-14, Exterior(2E) 7-4-14 to 9-4-6 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) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V13 Truss Type Valley Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237682 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-l0t9gi5NFPbn5HGDx8VugBqjit_RGDzVemDKvUy9LGz Scale = 1:13.1 1 2 3 4 3x4 2x4 2x4 3x4 0-0-50-0-5 6-5-76-5-2 2-3-0 2-3-0 4-2-7 1-11-8 6-5-7 2-3-0 0-0-41-10-80-0-41-10-810.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-3,0-0-5], [3:0-2-3,0-0-5], [4:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.39 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.REACTIONS. (size)1=6-4-13, 4=6-4-13 Max Horz 1=30(LC 9) Max Grav 1=235(LC 1), 4=235(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) 0-3-7 to 2-3-0, Exterior(2R) 2-3-0 to 4-2-7, Exterior(2E) 4-2-7 to 6-2-0 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) 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) This truss 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V14 Truss Type Valley Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237683 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-DDRYt26?0ijeiRrPVr07DONznGOY?fDetQytSwy9LGy Scale = 1:9.5 1 2 3 2x4 2x4 2x4 0-0-50-0-5 3-3-13-2-12 1-7-8 1-7-8 3-3-1 1-7-8 0-0-41-4-40-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.14 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-2-7, 3=3-2-7 Max Horz 1=20(LC 7) Max Grav 1=107(LC 1), 3=107(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V15 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237684 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-DDRYt26?0ijeiRrPVr07DONurGO_?doetQytSwy9LGy Scale = 1:39.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 3x4 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-6-922-6-9 6-1-4 6-1-4 7-6-12 1-5-8 17-10-12 10-4-0 22-6-9 4-7-12 0-0-43-10-85-1-10-0-43-10-810.00 12 Plate Offsets (X,Y)-- [7:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.17 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 4-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 9-13: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-6-9. (lb) - Max Horz 1=85(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 14=361(LC 1), 15=303(LC 17), 12=316(LC 24), 11=316(LC 24), 10=413(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-14=-280/51, 8-10=-302/121 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) 0-4-13 to 3-4-13, Exterior(2R) 3-4-13 to 6-1-4, Exterior(2E) 6-1-4 to 7-6-12, Interior(1) 7-6-12 to 14-10-12, Exterior(2R) 14-10-12 to 19-1-11, Exterior(2E) 19-1-11 to 22-1-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 15, 12, 11, 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) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V16 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237685 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-hP_w5N6dn0rUKbQb3ZXMmcw2BgiDk50o64iR_My9LGx Scale = 1:33.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 2x4 3x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 19-4-219-4-2 4-7-12 4-7-12 14-8-6 10-0-10 19-4-2 4-7-12 0-0-43-10-80-0-43-10-810.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-9], [6:0-3-11,0-2-4], [7:0-1-13,0-1-0] 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 0.39 0.30 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 3-6: 2x4 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, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-2. (lb) - Max Horz 1=-65(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 11, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 12 except 8=322(LC 24), 9=338(LC 23), 11=295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-9=-264/78 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) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 8-10-11, Interior(1) 8-10-11 to 10-5-7, Exterior(2R) 10-5-7 to 16-0-11, Exterior(2E) 16-0-11 to 19-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 11, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V17 Truss Type Valley Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237686 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-9bYIIj7FYKzLyl?odG2bIpSFd43ATYLxLkR_Woy9LGw Scale = 1:27.1 1 2 3 4 5 6 7 11 10 9 8 12 13 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-1-716-1-7 16-1-120-0-5 4-7-12 4-7-12 11-6-0 6-10-3 16-1-12 4-7-12 0-0-43-10-80-0-43-10-810.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-0-5], [5:0-2-3,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.19 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 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, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-1-2. (lb) - Max Horz 1=-66(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 8, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=317(LC 24), 8=328(LC 1), 11=330(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 12-10-5, Exterior(2E) 12-10-5 to 15-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 9, 8, 11. 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V18 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237687 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-do6gV38uJd5CZva_Azaqr1?PiUPKC?p4ZOBY2Fy9LGv Scale: 1/2"=1' 1 2 3 4 5 7 6 8 9 3x4 2x4 3x4 2x4 4x6 2x4 2x4 12-11-512-11-5 4-7-12 4-7-12 8-3-9 3-7-13 12-11-5 4-7-12 0-0-43-10-80-0-43-10-810.00 12 Plate Offsets (X,Y)-- [3:0-1-15,0-0-9], [4:0-3-11,0-1-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.20 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-11-5. (lb) - Max Horz 1=-65(LC 6) 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 except 6=335(LC 1), 7=344(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 9-6-12, Exterior(2E) 9-6-12 to 12-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V19 Truss Type GABLE Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237688 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-do6gV38uJd5CZva_Azaqr1?RiUQuC?y4ZOBY2Fy9LGv Scale = 1:24.4 1 2 3 4 5 6 7 8 3x4 9x22 MT18HS 3x4 2x4 9-8-159-8-15 4-7-12 4-7-12 5-1-3 0-5-6 9-8-15 4-7-12 0-0-43-10-80-0-43-10-810.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-4-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.16 0.07 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 MT18HS Weight: 27 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-8-15, 5=9-8-15, 6=9-8-15 Max Horz 1=-64(LC 6) Max Uplift 1=-8(LC 10), 5=-15(LC 11) Max Grav 1=197(LC 1), 5=197(LC 1), 6=320(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Exterior(2R) 3-4-13 to 6-4-2, Exterior(2E) 6-4-2 to 9-4-2 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) 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) 1, 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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V20 Truss Type Valley Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237689 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-6_g2jP9W4xE3B28Akh53NEYb3ulQxTlEo2w5bhy9LGu Scale = 1:19.0 1 2 3 4 2x4 3x4 2x4 2x4 0-0-50-0-5 6-6-96-6-4 3-3-4 3-3-4 6-6-9 3-3-4 0-0-42-8-120-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.14 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-5-15, 3=6-5-15, 4=6-5-15 Max Horz 1=-45(LC 6) Max Uplift 1=-11(LC 11), 3=-16(LC 11) Max Grav 1=136(LC 1), 3=136(LC 1), 4=206(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.). December 14,2021 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 25_ESTATES_AT_TOWNE_~W Truss V21 Truss Type Valley Qty 1 Ply 1 25 Estates at Towne Meadow Job Reference (optional) I49237690 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 13 15:10:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-6_g2jP9W4xE3B28Akh53NEYfjulKxTCEo2w5bhy9LGu Scale = 1:9.7 1 2 3 2x4 2x4 2x4 0-0-50-0-5 3-4-23-3-13 1-8-1 1-8-1 3-4-2 1-8-1 0-0-41-4-120-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.15 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-3-9, 3=3-3-9 Max Horz 1=-21(LC 8) Max Grav 1=111(LC 1), 3=111(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 14,2021 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